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Plan Review Details - Permit 04110228

Plan Review Stops For Permit 04110228

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	F	Date	2005-08-14			Cont ID
Sent By	jwitmer			Date	2005-08-14	Time	06:41	Rev Time	3.33
Received By	jwitmer			Date	2005-08-14	Time	06:33	Sent To	PC

Notes

2005-08-14 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 04110228
	ADD: 516 BANYAN BLVD
	"THE PLACE VIA CLEMATIS"
	CONT:THE OPERIS GROUP, CORP.
	TEL: (305)624-0245
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	3RD REVIEW
	ACTION: DENIED


	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL
	LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF
	THE REVISION MADE, IDENTIFYING THE SHEET
	OR SPECIFICATION PAGE WHERE THE CHANGES
	CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.


	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.

	2)YOUR RESPONCE TO THIS COMMENT IS
	BMD/LLC, PLEASE PROVIDE THE RECORDED
	DOCUMENT OR IF IT IS A NEW PLAT PROVIDE
	THE PLAT.
	THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES
	BETWEEN THE LOTS WHICH COMBINE TO FORM
	'THE SITE'.A 'UNITY OF TITLE' SHALL
	BE RECORDED AT THE COUNTY COURTHOUSE.
	SUBMIT A COPY OF THE RECORDED 'UNITY OF
	OF TITLE' DOCUMENT SO THAT FBC TABLE
	600 BOUNDARY LINE REQUIREMENTS MAY BE
	DEEMED NOT APPLICABLE.

	3)THIS DOCUMENT MUST BE PROVIDED AS PART
	OF THE PERMIT PACKAGE BEFORE THE PERMIT
	WILL BE ISSUED. FL S. S. 553.71(7) "
	THRESHOLD BUILDING" MEANING ANY BUILDING
	WHICH IS GREATER THAN (3) STORIES OR 50
	FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY
	OCCUPANCY CLASSIFICATION AS 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
	INSPECTION PLAN PREPARED BY THE ENGINEER
	OF RECORD. THE "STRUCTURAL INSPECTION
	PLAN" MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A
	BUILDING PERMIT FOR THE CONSTRUCTION OF
	A THRESHOLD BUILDING. THE PURPOSE OF THE
	SRUCTURAL INSPECTION PLAN IS TO PROVIDE
	SPECIFIC INSPECTION PROCEDURES AND
	SCHEDULES SO THAT THE BUILDING CAN BE
	ADEQUATELY INSPECTED FOR COMPLIANCE WITH
	THE PERMITTED DOCUMENTS.

	4)RESPONCE TO THIS COMMENT IS SEE SHEET
	1 OF 8? AGAIN THIS DOCUMENT MUST BE PART
	OF THE PERMIT PACKAGE BEFORE ISSUANCE OF
	THIS PERMIT PRIOR TO THE ISSUANCE OF
	THIS PERMIT.
	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 OR 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.
	THIS IS A THRESHOLD BUILDING THIS
	STATEMENT IS TO BE ON ALL SHEETS
	INCLUDING STRUCTURAL SHEETS. SEE
	REQUIREMENTS FOR THE MEP DRAWINGS TO SEE
	IF EACH OF THESE TRADES QUALIFY AS
	THRESHOLD BUILDING, IF SO THEY ALSO MUST
	HAVE THE SAME STATEMENT ON ALL PAGES.


	6) FBC* F102.2.7ARCHITECTURAL TRIM,
	TRELLISES, ON BUILDINGS LOCATED IN THE
	FIRE DISTRICT,SHALL BE CONSTRUCTED OF
	APPROVED NON-COMBUSTIBLE MATERIALS OR
	FIRE RETARDANT TREATED WOOD.ANNOTATE
	THE PLANS TO DEMONSTRATE COMPLIANCE.
	A PAINT ON THE SURFACE PRODUCT WILL NOT
	BE ACCEEPTED BY THE BUILDING OFFICIAL.

	A NOTE WAS ADDED INDICATING TRELLISES
	SHALL BE OF ALUMINUM BUT THE ORIGINAL
	NOTE WOOD TRELLISES IS STILL THERE,
	"DELETE THE WOOD TRELLIS NOTE!!"ALSO
	DELETE THE NOTES FOR FIRE RETARDANT
	PAINT ON WOOD TRELLISES.



	7) FBC* F102.2.8PERMANENT CANOPIES/
	AWNINGS AND THEIR SUPPORTS, ON BUILDINGS
	LOCATED IN THE FIRE DISTRICT, SHALL BE
	OF NON-COMBUSTIBLE MATERIAL, FIRE
	RETARDANT TREATED WOOD, WOOD OF TYPE
	III SIZES OR OF 1-HOUR RESISTANT
	CONSTRUCTION.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE. THE BUILDING
	OFFICIAL HAS RULED THAT A PAINT ON
	RETARDANT WILL NOT BE ACCEPTABLE FOR
	WOOD PRODUCTS. AGAIN DELETE ALL NOTES
	ABOUT WOOD TRIM ON THE EXTERIOR OF THE
	BUILDING.1404.1.1 ARCHITECTURAL TRIM ON
	BUILDINGS OF TYPE I, II AND IV
	CONSTRUCTION NOT MORE THAN THREE STORIES
	OR 40 FT (12.2 M) HIGH MAY BE OFTYPE
	VI CONSTRUCTION, THIS BUILDING IS OVER
	40' TALL.


	8) FBC* F102.2.4ROOF COVERINGS, ON
	BUILDINGS LOCATED IN THE FIRE DISTRICT,
	SHALL CONFORM TO THE REQUIREMENTS OF
	CLASS A OR B ROOF COVERINGS, AS DEFINED
	IN FBC 1505.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE. THE MIAMI-DADE
	REPORT NEOGARD WAS NOT TEST FOR FIRE
	CLASSIFICATION. NO REPORTS WERE
	SUBMITTED FOR ASPHALT UNDERLAYMENT OR
	ROLL ROOFING.NO SUBMITTALS FOR THE
	FINISH ROOF TILE.

	*** ALSO NOTE THIS IS A TYPE II
	BUILDINGWHERE THE PLYWOOD ROOF
	SHEATHING IS SPECIFIED ( S2.1 DETAIL
	4)SEE FOOTNOTE (E) TABLE 600, BUILDINGS
	NOT OVER TWO STORIES APPROVED FIRE
	RETARDANT TREATED WOOD MAY BE USED.


	9) THE PLANS DO NOT PROVIDE
	INFORMATION FOR WORK TO BE COMPLETED IN
	THE PUBLIC PROPERTY. SEE CHAPTER 33,
	WHERE COVERED WALKWAYS WILL BE REQUIRED
	3304, CONSTRUCTION OF WALKWAYS, FENCES
	AND PROTECTIVE COVERINGS. AGAIN THE NOTE
	ONLY COVERS THE UNDERMINING OF THE RIGHT
	OF WAY. NO PRECAUTIONS WERE TAKEN THE
	SHEET PILE ARE NOT IN AND THE ALEY WAY
	IS BEING ERODED AWAY, NO PRECAUTONS TO
	DATE HAVE BEEN TAKEN.



	10) CONCERNS THAT TABLE 600 ISSUES EXIST
	SINCE THE BUILDING IS ON THE PROPERTY
	LINE AND THE ALLEY IS ONLY 14' WIDE.
	SINCE THE STRUCTURE IS DIRECTLY ON THE
	PROPERTY LINE TABLE 600 ISSUES OCCUR.
	PROVIDE DOCUMENTATION AS TO WHAT THE
	VARIANCE WAS GRANTED FOR.

	UNTIL COPIES OF THE GRANTED VARIANCE ARE
	RECEIVED NO COMMENT ON 10AOR B.


	10C) PROVIDE THE EQUIVALENT THICKNESS
	REQUIRED FOR BEARING AND NONBEARING
	CONCRETE BLOCK. SEE 709.3.1. DO NOT
	PROVIDE A UL RATING BUT THE ACTUAL
	EQUIVALENT THICKNESS FROM THE BLOCK
	MANUFACTURE FOR2HR, 3 HR & 4HR WALLS.



	11 SEE DOOR SCHEDULE A.35 IS MISSING
	PROTECTION OF OPENINGS IN INTERIOR
	WALLS,( 705.1.2) SEE TABLE 705.1.2 FOR
	THE REQUIRED RATINGS.PLANS INDICATE THIS
	TO BE A LOUVERED DOOR, PLANS ONLY
	INDICATE FIRE RATED NO RATING, INDICATE
	HOW RATING WILL BE ACHIEVED ON A
	LOUVERED DOOR.


	12) ADDITIONAL INFORMATION REQUIRED,
	PLANS HAVE A COMMENT STATING "A SEPERATE
	PERMIT REQUIRED", SHEET A35 FOR WINDOWS
	AND DOORS. PRODUCT APPROVALS HAVE BEEN
	SUBMITTED, WHAT ISN'T CLEAR IS IF THESE
	SUBMITTALS ARE TO BE PART OF THIS
	PERMIT.
	****SINCE THE LAST REVIEW THE BUILDING
	OFFICIAL HAS MADE ME AWARE THAT FOR AN
	ENCLOSED BUILDING WE SHALL HAVE ALL THE
	INFORMATION REQUIRED ( WINDOWS, DOORS
	AND ASSOCIATED ROOFING COMPONENTS)
	BEFORE A PERMIT TO START CONSTRUCTION
	SHALL BE ISSUED.****

	12A) THE DOORS OR WINDOWS THAT FACE THE
	SOUTH THAT ARE WITHIN 15' OF THE
	PROPERTY LINE WILL REQUIRE OPENING
	PROTECTIVES. ONCE IN RECEIPT OF THE
	VARIANCE THIS MAY BE RESOLVED.

	12B) 1606.1.4(1) IN WIND BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES
	POSITIVE PRESSURE IN BUILDINGS SHALL BE
	ASSUMED TO BE OPENINGS UNLESS SUCH
	GLAZING IS IMPACT RESISTANT OR
	PROTECTED WITH AN IMPACT RESISTANT
	COVERING MEETING THE REQUIREMENTS OF
	SSTD 12, ASTM E 1886 AND ASTM E 1996 OR
	MIAMI-DADE.
	1) GLAZED OPENINGS LOCATED WITHIN 30
	FT
	OF GRADE SHALL MEET THE REQUIREMENTS OF
	LARGE MISSLE TEST.SEE COPY OF CITY OF
	W.P.B. INTERPRETATION OF HURRICANE
	STANDARDS FOR LARGE PROJECTS.

	12C) 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

	13)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) WINDOWS- FIXED OR OPERATABLE
	B) PANELWALL-STOREFRONT
	C) GLAZED EXTERIOR DOORS
	D) SOLID EXTERIOR DOORS
	E) MULLIONS
	F) VENTS/ LOUVERS
	G) STRUCTURAL COMPONENTS- TRUSS
	ANCHORS
	CONCRETE ADMIXTURES, RAILINGS
	H) ROOFING PRODUCTS- AND INSULATION.
	THE ABOVE IS MENTIONED AS TO
	REQUIREMENTS TO OBTAIN A BUILDING
	PERMIT. THE NOTES FOUND ON A.35 NOTE
	FOR WINDOWS AND STOREFRONT ARE TO BE
	UNDER A SEPERATE PERMIT.
	****SINCE THE LAST REVIEW THE
	BUILDING OFFICIAL HAS MADE ME AWARE THAT
	FOR AN ENCLOSED BUILDING WE SHALL HAVE
	ALL THE
	INFORMATION REQUIRED ( WINDOWS, DOORS
	AND ASSOCIATED ROOFING COMPONENTS)
	BEFORE A PERMIT TO START CONSTRUCTION
	SHALL BE ISSUED.****

	14) THE 4 GARAGE OPENINGS ON THE SOUTH
	SIDE OF THE BUILDING DO NOT PROVIDE THE
	PRESSURES (POS/NEG) ASSSOCIATED WITH THE
	BUILDING? 1606.6/ ASCE 7-98. THE GARAGE
	DOOR REPORTS MAY OR MAY NOT WORK BECAUSE
	OF LOW PRESSURES?NO FL COVERSHEET MAY
	ALSO REQUIRE A LOCAL PRODUCT APPROVAL.
	THIS MAY ALSO CHANGE ON THE RESULTS
	OF THE VARIANCE, ORIGINALLY A CHAINED
	TYPE GATE OF GARAGE DOOR WAS CONSIDERED.
	IF NOT USING THE GARAGE DOOR REMOVE FROM
	PACKAGE, THE SAME WITH THE FIRELITE
	GLASS.

	15) THE WINDOW REPORTS SUBMITTED HAVE
	MULTIPLE TYPES OF GLAZING THAT MAY BE
	USED, HIGHLIGHT OR INDICATE THE SYSTEM
	USED, ALSO LOOK AT THE HEIGHT/WIDTH AND
	PRESSURES, END ZONES -123, WILL THERE BE
	ONE TYPE OF GLAZING FOR END ZONES AND
	ANOTHER FOR INTERIOR ZONES IF SO
	INDICATE?

	16) THE R C ALUMINIUM REPORT SUBMITTED
	IS FOR LARGE MISSLE TESTING ONLY NOT
	TESTED FOR PRESSURES.
	A) 2400 ST SLIDING GLASS DOOR
	B) "FX-345" IF IN END ZONE WILL NOT MEET
	THE REQUIRED -123.8
	C) RD 45 ONLY GOOD FOR +- 80 WILL NOT
	MEET END ZONES
	D) STEELCRAFT OUTSWING +- 65 LOW
	PRESSURE FOR INTERIOR ZONES + END ZONES.


	17) THE R C ALUMINIUM ENTRY DOOR LMI
	INDICATES MAXIMUM DESIGN PRESSURES GOOD
	FOR +/- 80, BUT END ZONES INDICATE -123.

	18) STEELCRAFT DOORS INDICATES MAXIMUM
	DESIGN PRESSURE OF +- 65 THESE DOORS
	WILL BE USED ON THE ROOF TOP WHERE THE
	PRESSURES WILL BE -123.

	19) ON THE ROOF TOP DECK THE RESTROOMS
	ARE USING INTERIOR DOORS, DOOR# 15 IS A
	INTERIOR DOOR.
	NOTE NO OTHER PRODUCT APPROVALS WERE
	SUBMITTED.

	20) A-37 DETAILS 6 & 7, SOFFITS, DROP
	CEILINGS, OR TRAY CEILINGS ALL INDICATE
	THE SAME PHRASE," TO BE PROPERLY
	ANCHORED TO THEUNDERSIDE OF STRUCTURE"
	BUT THE DESIGN TEAM LACKS INDICATING HOW
	TO ACHIEVE THIS TASK?
	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".

	21) TYPE II CONSTRUCTION 604 REQUIRES
	STRUCTURAL MEMBERS TO BE NON
	COMBUSTIBLE.
	A.15 WOOD TRELLIS EIGHTHFLOOR TO BE
	NONCOMBUSTIBLE,1404.1.1 ARCHITECTURAL
	TRIM ON BUILDINGS OF TYPE I, II AND IV
	CONSTRUCTION NOT MORE THAN THREE
	STORIES OR 40 FT (12.2 M) HIGH MAY BE OF
	TYPE VI CONSTRUCTION.THIS BUILDINGS MEAN
	ROOF THEIGHT IS 90FT.
	A.20 THE POOL HOUSE, STAIR AND
	ELEVATION SHEETS INDICATE WOOD RAFTERS.
	A.24 WALL SECTIONS A&D INDICATE THE USE
	OF 5/8" CDX PLYWOOD FOR ROOF SHEATHING.
	ALSO 2X6 WOOD FACIA OVER 1X8?????
	TYPE II CONSTRUCTION, TABLE 600 ROOFS TO
	BE 1HR PROTECTED, NONCOMBUSTIBLE.

	22) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	FOR THE POOL HOUSE AND ASSOCIATED
	STRUCTURES ATOP THE BUILDING, NO
	INFORMATION WAS SUBMITTED TO BE ABLE TO
	DO A THROUGH PLAN REVIEW!!!!!!!! ROOF
	FRAMING PACKAGE FOR POOL DECK
	STRUCTURES. THE ONLY ITEM THE POOL
	CONTRACTOR WILL BE PERMITING IS THE
	PLUMBING AND ELECTRICAL.STRUCTURAL
	DETAILS FOR THIS DECK TO BE PART OF THE
	STRUCTURAL PLANS.

	S-1.7A/S-1.7B POOL DECK PLANS DO NOT
	INDICATE STRUCTURAL DETAILS FOR THE
	STRUCTURESLOCATED ON THIS FLOOR, PLANS
	INDICATE LIGHT GAUGE STEEL TRUSSES. THE
	ENGINEER OF RECORD TO DESIGN THE
	MAGNITUDE OF LOADS ARE TO BE RESISTED,
	UPLIFT, GRAVITY AND LATERAL LOADS.ALSO R
	THE COLUMN FRAMING FOR THE BREEZEWAYS.
	1606.1.3 ANCHORAGE AGAINST
	OVERTURNING, UPLIFT AND SLIDING.
	STRUCTURALMEMBERS AND SYSTEMS, AND
	COMPONENTS AND CLADDING IN A BUILDING OR
	STRUCTURE SHALL BE ANCHORED TO RESIST
	WIND-INDUCED OVERTURNING, UPLIFTAND
	SLIDING AND TO PROVIDE CONTINUOUS LOAD
	PATHS FOR THESE FORCES TO THE
	FOUNDATION.WHERE A PORTION OF THE
	RESISTANCE TO THESE FORCES IS PROVIDED
	BY DEAD LOAD, THE MINIMUM DEAD LOAD
	LIKELY TO BE IN PLACE DURING A DESIGN
	WIND EVENT SHALL BE USED.

	23) STAIRWELLS INDICATE HOW PLANS ARE TO
	COMPLY WITH 11-4..4.2 HEADROOM.THIS
	SECTION OF THE CODE DEALS WITH THE BLIND
	ON THE BOTTOM OF THE STAIRWELL WALKING
	IN UNDERNEATH THE STAIRS AND CAUSING
	INJURY TO THEIR HEAD BECAUSE THIS AREA
	BENEATH THE STAIRWAY WAS NOT ENCLOSED OR
	BLOCKED OFF.
	SEE THIS SECTION OF THE CODE WHAT IS
	REQUIRED!!!!!!!!

	24) SHOW COMPLIANCE WITH 412.5 SMOKE
	CONTROL, M-16 SMOKE ZONE CONTROLS/ ZONE
	II, PLANS INDICATE THE USE OF
	PRESSURIZATION, THIS STILL DOESN'T
	REMOVE SMOKE, SEE 412.5.

	25) COMMEENT # 28 FROM THE PEVIOUS
	REVIEW:
	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.

	25) COMMEENT# 29 FROM THE PREVIOUS
	REVIEW, PLEASE PULL THE ARCHITECTURAL
	AND STRUCTURAL SHEETS OUT TO FORM THERE
	OWN ROLL
	TO DATE THIS HAS NOT BEEN COMPLETED

	26) TO EXPEDITE REVIEW OF A RESUBMITTAL
	WHICH REQUIRES NEW PLANS IN ORDER TO
	ADDRESS THE ABOVE COMMENTS, THE OLD
	SHEETS SHALL BE REMOVED AND THE NEW
	SHEETS INSERTED.ONE COPY OF EACH OLD
	SHEET SHOULD BE STAPLED/CLIPPED TO THE
	REMAINING OLD SHEETS, TO FORM A SET OF
	'OLD/VOID SHEETS', FOR COMPARISON OF
	REVISIONS WHEN REVIEWING THE RESUBMITTED
	PLANS.
	***************TO DATE THIS HAS NOT BEEN
	COMPLETED, NONE OF THE OLD REVISED PLANS
	HAVE BEEN SUBMITTED********************

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2005-04-07			Cont ID
Sent By	jwitmer			Date	2005-04-07	Time	08:26	Rev Time	3.33
Received By	jwitmer			Date	2005-04-07	Time	08:26	Sent To

Notes

2005-04-07 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 04110228
	ADD: TO BE DECIDED
	"THE PLACE VIA CLEMATIS"
	CONT:PLAN REVIEW
	CONTACT: BLUE MOON DEV
	TEL: (786)554-0900
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	2ND REVIEW
	ACTION: DENIED


	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL
	LETTER LISTING THE ORIGINAL REVIEW
	COMMENT NUMBER, WITH A DESCRIPTION OF
	THE REVISION MADE, IDENTIFYING THE SHEET
	OR SPECIFICATION PAGE WHERE THE CHANGES
	CAN BE FOUND WILL HELP TO EXPEDITE YOUR
	PERMIT. THANK YOU FOR YOUR ANTICIPATED
	COOPERATION.


	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.

	2) THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES
	BETWEEN THE LOTS WHICH COMBINE TO FORM
	'THE SITE'.A 'UNITY OF TITLE' SHALL
	BE RECORDED AT THE COUNTY COURTHOUSE.
	SUBMIT A COPY OF THE RECORDED 'UNITY OF
	OF TITLE' DOCUMENT SO THAT FBC TABLE
	600 BOUNDARY LINE REQUIREMENTS MAY BE
	DEEMED NOT APPLICABLE.

	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
	OCCUPANCY 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
	INSPECTION PLAN PREPARED BY THE ENGINEER
	OF RECORD. THE STRUCTURAL INSPECTION
	PLAN MUST BE SUBMITTED TO THE ENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A
	BUILDING PERMIT FOR THE CONSTRUCTION OF
	A THRESHOLD BUILDING. THE PURPOSE OF THE
	SRUCTURAL INSPECTION PLAN IS TO PROVIDE
	SPECIFIC 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 PRENGINEER'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) FBC* F102.2.7ARCHITECTURAL TRIM,
	TRELLISES, ON BUILDINGS LOCATED IN THE
	FIRE DISTRICT,SHALL BE CONSTRUCTED OF
	APPROVED NON-COMBUSTIBLE MATERIALS OR
	FIRE RETARDANT TREATED WOOD.ANNOTATE
	THE PLANS TO DEMONSTRATE COMPLIANCE.
	A PAINT ON THE SURFACE PRODUCT WILL NOT
	BE ACCEEPTED BY THE BUILDING OFFICIAL.

	7) FBC* F102.2.8PERMANENT CANOPIES/
	AWNINGS AND THEIR SUPPORTS, ON BUILDINGS
	LOCATED IN THE FIRE DISTRICT, SHALL BE
	OF NON-COMBUSTIBLE MATERIAL, FIRE
	RETARDANT TREATED WOOD, WOOD OF TYPE
	III SIZES OR OF 1-HOUR RESISTANT
	CONSTRUCTION.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE. THE BUILDING
	OFFICIAL HAS RULED THAT A PAINT ON
	RETARDANT WILL NOT BE ACCEPTABLE FOR
	WOOD PRODUCTS.

	8) FBC* F102.2.4ROOF COVERINGS, ON
	BUILDINGS LOCATED IN THE FIRE DISTRICT,
	SHALL CONFORM TO THE REQUIREMENTS OF
	CLASS A OR B ROOF COVERINGS, AS DEFINED
	IN FBC 1505.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE. THE MIAMI-DADE
	REPORT NEOGARD WAS NOT TEST FOR FIRE
	CLASSIFICATION. NO REPORTS WERE
	SUBMITTED FOR ASPHALT UNDERLAYMENT OR
	ROLL ROOFING.
	*** ALSO NOTE THIS IS A TYPE II
	BUILDINGWHERE THE PLYWOOD ROOF
	SHEATHING IS SPECIFIED ( S2.1 DETAIL
	4)SEE FOOTNOTE (E) TABLE 600, BUILDINGS
	NOT OVER TWO STORIES APPROVED FIRE
	RETARDANT TREATED WOOD MAY BE USED.


	9) THE PLANS DO NOT PROVIDE
	INFORMATION FOR WORK TO BE COMPLETED IN
	THE PUBLIC PROPERTY. SEE CHAPTER 33,
	WHERE COVERED WALKWAYS WILL BE REQUIRED
	3304, CONSTRUCTION OF WALKWAYS, FENCES
	AND PROTECTIVE COVERINGS.

	10) CONCERNS THAT TABLE 600 ISSUES EXIST
	SINCE THE
	BUILDING IS ON THE PROPERTY LINE AND
	THE ALLEY IS ONLY 14' WIDE. SINCE THE
	STRUCTURE IS DIRECTLY ON THE PROPERTY
	LINE TABLE 600 ISSUES OCCUR.

	10A) THE WALL SECTION THAT IS 6'-0"
	AWAY FROM THE PROPERTY LINE, THAT
	CONTAINS THE OPENING FOR THE RAMPED
	DRIVE CAN ONLY HAVE 20% OPENINGS &
	REQUIRES A 3 HR WALL. 1/2 OF THE ALLEY
	OR 7'+6'= 13' OR 20% ALLOWABLE OPENINGS,
	PER FLOOR!SEE 705.1.1.2 FOR OPENINGS
	LESS THAN 15' FROM THE PROPERTY LINE.

	10B) THE WALL SECTIONS THAT ARE JUST TO
	THE EASTARE RIGHT ON THE PROPERTY LINE
	(0'-3') CAN'T HAVE ALLOWABLE OPENINGS
	AND REQUIRE A 4 HR WALL. PLANS INDICATE
	OPENINGS ALLOWING ENTRY TO THE ENCLOSED
	GARAGE WITH A ROLL-UP ELECTTRIC GATE.
	IN BOTH CASES 14(A( & (B) THE APPLICANT
	IS GOING BEFORE THE CBAA FOR A VARIANCE
	THE HEARING TO BE APRIL 21/2005.WILL
	AWAIT OUTCOME OF HEARING!

	10C) PROVIDE THE EQUIVALENT THICKNESS
	REQUIRED FOR BEARING AND NONBEARING
	CONCRETE BLOCK. SEE 709.3.1. DO NOT
	PROVIDE A UL RATING BUT THE ACTUAL
	EQUIVALENT THICKNESS FROM THE BLOCK
	MANUFACTURE FOR2HR, 3 HR & 4HR WALLS.



	11 SEE DOOR SCHEDULE A.35 IS MISSING
	PROTECTION OF OPENINGS IN INTERIOR
	WALLS,( 705.1.2) SEE TABLE 705.1.2 FOR
	THE REQUIRED RATINGS.
	A)MISSING THE RATING FOR STAIRTOWER
	DOORS, NOT LISTED IN COMMENTS.

	12) ADDITIONAL INFORMATION REQUIRED,
	PLANS HAVE A COMMENT STATING "A SEPERATE
	PERMIT REQUIRED", SHEET A35 FOR WINDOWS
	AND DOORS. PRODUCT APPROVALS HAVE BEEN
	SUBMITTED, WHAT ISN'T CLEAR IS IF THESE
	SUBMITTALS ARE TO BE PART OF THIS
	PERMIT.

	12A) THE SECOND ISSUE SUBMITTALS FOR
	FIRELITE GLAZING BUT IT DOES NOT SHOW UP
	IN THE DOOR OR WINDOW SCHEDULE.

	12B) THE DOORS OR WINDOWS THAT FACE THE
	SOUTH THAT ARE WITHIN 15' OF THE
	PROPERTY LINE WILL REQUIRE OPENING
	PROTECTIVES. INDICATE IN THE DOOR AND
	WINDOW SCHEDULES WHICH OPENINGS ARE
	EFFECTED. ALSO IF FIRE LITE IS TO BE
	USED HOW ARE THE REQUIREMENTS FOR LARGE
	AND SMALL MISSLE TESSTING BEING MET?

	12C) 1606.1.4(1) IN WIND BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES
	POSITIVE PRESSURE IN BUILDINGS SHALL BE
	ASSUMED TO BE OPENINGS UNLESS SUCH
	GLAZING IS IMPACT RESISTANT OR
	PROTECTED WITH AN IMPACT RESISTANT
	COVERING MEETING THE REQUIREMENTS OF
	SSTD 12, ASTM E 1886 AND ASTM E 1996 OR
	MIAMI-DADE.
	1) GLAZED OPENINGS LOCATED WITHIN 30
	FT
	OF GRADE SHALL MEET THE REQUIREMENTS OF
	LARGE MISSLE TEST.SEE COPY OF CITY OF
	W.P.B. INTERPRETATION OF HURRICANE
	STANDARDS FOR LARGE PROJECTS.

	12D) 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

	13)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) WINDOWS- FIXED OR OPERATABLE
	B) PANELWALL-STOREFRONT
	C) GLAZED EXTERIOR DOORS
	D) SOLID EXTERIOR DOORS
	E) MULLIONS
	F) VENTS
	G) STRUCTURAL COMPONENTS- TRUSS
	ANCHORS
	CONCRETE ADMIXTURES, RAILINGS
	H) ROOFING PRODUCTS- AND INSULATION.
	THE ABOVE IS MENTIONED AS TO
	REQUIREMENTS TO OBTAIN A BUILDING
	PERMIT. THE NOTES FOUND ON A.35 NOTE
	FOR WINDOWS AND STOREFRONT ARE TO BE
	UNDER A SEPERATE PERMIT. AT WHAT TIME
	WILL THESE ITEMS BE ADDRESSED? SHOULD
	THE BUILDING BE CLASSIFIED AS OPEN OR
	PARTIALLY OPEN SINCE NO TIME FACTOR IS
	MENTIONED TO WHEN THEY WILL BE
	INSTALLED?

	14) THE 4 GARAGE OPENINGS ON THE SOUTH
	SIDE OF THE BUILDING DO NOT PROVIDE THE
	PRESSURES (POS/NEG) ASSSOCIATED WITH THE
	BUILDING? 1606.6/ ASCE 7-98. THE GARAGE
	DOOR REPORTS MAY OR MAY NOT WORK BECAUSE
	OF LOW PRESSURES?NO FL COVERSHEET MAY
	ALSO REQUIRE A LOCAL PRODUCT APPROVAL.

	15) THE WINDOW REPORTS SUBMITTED HAVE
	MULTIPLE TYPES OF GLAZING THAT MAY BE
	USED, HIGHLIGHT OR INDICATE THE SYSTEM
	USED, ALSO LOOK AT THE HEIGHT/WIDTH AND
	PRESSURES, END ZONES -123, WILL THERE BE
	ONE TYPE OF GLAZING FOR END ZONES AND
	ANOTHER FOR INTERIOR ZONES IF SO
	INDICATE?

	16) THE R C ALUMINIUM REPORT SUBMITTED
	IS FOR LARGE MISSLE TESTING ONLY NOT
	TESTED FOR PRESSURES.

	17) THE R C ALUMINIUM ENTRY DOOR LMI
	INDICATES MAXIMUM DESIGN PRESSURES GOOD
	FOR +/- 80, BUT END ZONES INDICATE -123.

	18) STEELCRAFT DOORS INDICATES MAXIMUM
	DESIGN PRESSURE OF +- 65 THESE DOORS
	WILL BE USED ON THE ROOF TOP WHERE THE
	PRESSURES WILL BE -123.

	19) ON THE ROOF TOP DECK THE RESTROOMS
	ARE USING INTERIOR DOORS, DOOR# 15 IS A
	INTERIOR DOOR.
	NOTE NO OTHER PRODUCT APPROVALS WERE
	SUBMITTED.

	20) A-37 DETAILS 6 & 7, SOFFITS, DROP
	CEILINGS, OR TRAY CEILINGS ALL INDICATE
	THE SAME PHRASE," TO BE PROPERLY
	ANCHORED TO THEUNDERSIDE OF STRUCTURE"
	BUT THE DESIGN TEAM LACKS INDICATING HOW
	TO ACHIEVE THIS TASK?
	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".

	21) TYPE II CONSTRUCTION 604 REQUIRES
	STRUCTURAL MEMBERS TO BE NON
	COMBUSTIBLE.
	A.15 WOOD TRELLIS EIGHTHFLOOR TO BE
	NONCOMBUSTIBLE, F102.2.7 FIRE DISTRICT
	A.20 THE POOL HOUSE, STAIR AND
	ELEVATION
	SHEETS INDICATE WOOD RAFTERS.
	A.24 WALL SECTIONS A&D INDICATE THE USE
	OF 5/8" CDX PLYWOOD FOR ROOF SHEATHING.
	ALSO 2X6 WOOD FACIA OVER 1X8?????

	22) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	FOR THE POOL HOUSE AND ASSOCIATED
	STRUCTURES ATOP THE BUILDING, NO
	INFORMATION WAS SUBMITTED TO BE ABLE TO
	DO A THROUGH PLAN REVIEW!!!!!!!!
	S-1.6A/S-1.6B POOL DECK PLANS DO NOT
	INDICATE STRUCTURAL DETAILS FOR THE POOL
	STRUCTURE, SPA NOR THE COLUMN FRAMING
	FOR THE BREEZEWAYS.

	23) STAIRWELLS INDICATE HOW PLANS ARE TO
	COMPLY WITH 11-4..4.2 HEADROOM.THIS
	SECTION OF THE CODE DEALS WITH THE BLIND

	ON THE BOTTOM OF THE STAIRWELL WALKING
	IN UNDERNEATH THE STAIRS AND CAUSING
	INJURY TO THEIR HEAD BECAUSE THIS AREA
	BENEATH THE STAIRWAY WAS NOT ENCLOSED OR
	BLOCKED OFF.

	24) SHOW COMPLIANCE WITH 412.5 SMOKE
	CONTROL, M-16 SMOKE ZONE CONTROLS/ ZONE
	II, PLANS INDICATE THE USE OF
	PRESSURIZATION, THIS STILL DOESN'T
	REMOVE SMOKE, SEE 412.5.

	25) A-7 AUTO RAMP TO THE MEZZANINE FLOOR
	PLAN INDICATES OPENSIDED RAMP, PROVIDE
	INFORMATION FOR COMPLIANCE WITH
	1608.2.3. PARKING GAURDRAILS, IMPACT
	GAURDRAILS, AND BOLLARDS.

	26) A-8 PROVIDE FLOOR SLOPES AT THE
	HANDICAPED PARKING AT THE EAST END OF
	THE BLDG. DRAINAGE GRATE IN THE MIDDLE
	OF THE HANDICAPPED SPACE?

	27) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	A-9/A-10 NO INFORMATION IS PROVIDED FOR
	WALLS AND GATES OF PRIVATE LANAI?

	28)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.

	29) PLEASE PULL THE ARCHITECTURAL AND
	STRUCTURAL SHEETS OUT TO FORM THERE OWN
	ROLL.

	30) SHEET S4.2THE FOUNDATION SCHEDULE
	IS BLANK.

	31) TO EXPEDITE REVIEW OF A RESUBMITTAL
	WHICH REQUIRES NEW PLANS IN ORDER TO
	ADDRESS THE ABOVE COMMENTS, THE OLD
	SHEETS SHALL BE REMOVED AND THE NEW
	SHEETS INSERTED.ONE COPY OF EACH OLD
	SHEET SHOULD BE STAPLED/CLIPPED TO THE
	REMAINING OLD SHEETS, TO FORM A SET OF
	'OLD/VOID SHEETS', FOR COMPARISON OF
	REVISIONS WHEN REVIEWING THE RESUBMITTED
	PLANS.
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2004-12-02			Cont ID
Sent By	jwitmer			Date	2004-12-02	Time	16:15	Rev Time	24.00
Received By	jwitmer			Date	2004-12-02	Time	16:14	Sent To

Notes

2004-12-02 00:00:00	BUILDING PLAN REVIEW
	PERMIT: 04110228
	ADD: TO BE DECIDED
	"THE PLACE VIA CLEMATIS"
	CONT:PLAN REVIEW
	CONTACT: BLUE MOON DEV
	TEL: (786)554-0900
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED


	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.


	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.

	2) THE PROPOSED BUILDING STRUCTURE
	TRANSGRESSES LEGAL BOUNDARY LINES
	BETWEEN THE LOTS WHICH COMBINE TO FORM
	'THE SITE'.A 'UNITY OF TITLE' SHALL
	BE
	RECORDED AT THE COUNTY COURTHOUSE.
	SUBMIT A COPY OF THE RECORDED 'UNITY OF
	OF TITLE' DOCUMENT SO THAT FBC TABLE
	600
	BOUNDARY LINE REQUIREMENTS MAY BE
	DEEMED
	NOT APPLICABLE.

	3)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.SUPPLY (3) REPORTS.

	4) 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.

	5) 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.

	6) 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.

	7) FBC* F102.2.7ARCHITECTURAL TRIM,
	ON
	BUILDINGS LOCATED IN THE FIRE DISTRICT,
	SHALL BE CONSTRUCTED OF APPROVED
	NON-COMBUSTIBLE MATERIALS OR FIRE
	RETARDANT TREATED WOOD.ANNOTATE THE
	PLANS TO DEMONSTRATE COMPLIANCE.

	8) FBC* F102.2.8PERMANENT CANOPIES/
	AWNINGS AND THEIR SUPPORTS, ON
	BUILDINGS
	LOCATED IN THE FIRE DISTRICT, SHALL BE
	OF NON-COMBUSTIBLE MATERIAL, FIRE
	RETARDANT TREATED WOOD, WOOD OF TYPE
	III
	SIZES OR OF 1-HOUR RESISTANT
	CONSTRUCTION.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE.

	9) FBC* F102.2.4ROOF COVERINGS, ON
	BUILDINGS LOCATED IN THE FIRE DISTRICT,
	SHALL CONFORM TO THE REQUIREMENTS OF
	CLASS A OR B ROOF COVERINGS, AS DEFINED
	IN FBC 1505.ANNOTATE THE PLANS TO
	DEMONSTRATE COMPLIANCE.

	10) THE PLANS DO NOT PROVIDE
	INFORMATION FOR WORK TO BE COMPLETED IN
	THE PUBLIC PROPERTY. SEE CHAPTER 33,
	WHERE COVERED WALKWAYS WILL BE REQUIRED
	3304, CONSTRUCTION OF WALKWAYS, FENCES
	AND PROTECTIVE COVERINGS.

	11) PROVIDE INFORMATION ON THE SHEET
	PILING, EXCAVATION ,DENSAFICATION OF
	SOILS AND IF SOIL NAILS ARE GOING TO
	BEREQUIRED AND DEWATERING. DEPENDING ON
	THE SEQUENCE OF EVENTS THERE IS
	POSSIBILITIES OF THE SHEET PILE GIVING
	WAY BECAUSE OF SOILS VIBRAFLOTATION.

	12) PROPERTY LINES- ON THE NORTH SIDE
	OF THE BUILDING SHEET A.5/A.6 INDICATE
	FRONT ENTRY DOORS SWINGING PAST THE
	PROPERTY LINE. 3203.1 DOORS SHALL NOT
	OPEN OR PROJECT UPON PUBLIC PROPERTY.

	13) SOUTH SIDE OF THE BUILDING SHEET
	A.5/A.6 CURB IS PAST THE PROPERTY LINE.

	14) BOTH SETS OF PLANS ARE MISSING THE
	A-19 SHEET WHICH DEPICTS THE SOUTH
	ELEVATION OF THE BUILDING. CONCERNS
	THAT TABLE 600 ISSUES EXIST SINCE THE
	BUILDING IS ON THE PROPERTY LINE AND
	THE ALLEY IS ONLY 14' WIDE. SINCE THE
	STRUCTURE IS DIRECTLY ON THE PROPERTY
	LINE TABLE 600 ISSUES OCCUR.
	14A) THE WALL SECTION THAT IS 6'-0"
	AWAY
	FROM THE PROPERTY LINECAN HAVE 20%
	OPENINGS & REQUIRES A 3 HR WALL.!/2 OF
	ALLEY OR 7'+6'= 13' OR 20% ALLOWABLE
	OPENINGS, PER FLOOR!SEE 705.1.1.2 FOR
	OPENINGS LESS THAN 15' FROM THE
	PROPERTY LINE.
	14B) THE WALL SECTIONS THAT ARE RIGHT
	ON THE PROPERTY LINE(0'-3') HAVE NO
	ALLOWABLE OPENINGS AND REQUIRE A 4 HR
	WALL.
	14C) PROVIDE THE EQUIVALENT THICKNESS
	REQUIRED FOR BEARING AND NONBEARING
	CONCRETE BLOCK. SEE 709.3.1. DO NOT
	PROVIDE A UL RATING BUT THE ACTUAL
	EQUIVALENT THICKNESS FROM THE BLOCK
	MANUFACTURE FOR2HR, 3 HR & 4HR WALLS.

	15) SHEET A-27 MEZANINES, THE AREA OF
	THE MEZZANINES IS OVER THE 1/3 OF THE
	ROOM IN WHICH IT IS LOCATED. SEE
	503.2.3.2. ENCLOSED SPACE UNDER A
	MEZZANINE SHALL NOT BE INCLUDED IN A
	DETERMINATION OF THE SIZE OF THE ROOM
	OR SPACE IN WHICH THE MEZANINE IS
	LOCATED. RECALCULATE AREAS.

	16)A.5 WALL LEGEND INDICATES VARIOUS
	BLOCK OR SOLID CONCRETE WALL AND THEIR
	RESPECTIVE HR. RATING. PROVIDE THE
	EQUIVALENT THICKNESS AS DESCRIBED IN
	TABLE 709.3.1. NOTE ALSO NO 3HR WALLS
	PROVIDED 0'-3' REQUIRES A 3HR RATED
	WALL. THE BLOCK INFORMATION SHOULD COME
	FROM THE BLOCK MANUFACTURER NOT A
	UL LISTING.

	17) A.5/A.6 SEE STAIRWAYS, 1007.1.5
	ENCLOSED EXIT STAIRWAYS THAT CONTINUE
	BEYOND THE FLOOR OF DISCHARGE SHALL BE
	INTERRUPTED AT THE FLOOR OF DISCHARGE
	BY PARTITIONS, DOORS OR OTHER EFFECTIVE
	MEANS.

	18) SEE DOOR SCHEDULE A.35 IS MISSING
	PROTECTION OF OPENINGS IN INTERIOR
	WALLS,( 705.1.2) SEE TABLE 705.1.2 FOR
	THE REQUIRED RATINGS.

	19) TRASH ROOM SEE A.6/A.35 MISSING THE

	DOOR RATING FOR THE TRASH TERMINATION
	ROOM. SEE 705.2.4.4.

	20) THE VARIOUS FLOORS (2-8) INCLUDE
	THE

	PHRASE TRASH ROOM (EXAMPLEROOM 103 ON
	A.10). THISDETAIL DOESN'T PROVIDE AN
	ACCURATE DETAIL WITH THE WORD ROOM, AT
	BEST IT IS A VESTIBULE, THE CODE DOES
	REQUIRE A ACCESS ROOM. THE SWING DOOR
	THAT IS NOT NUMBERED OR LABELED WILL
	MEET THE INTENT OF THE CODE IF THE
	3/4 HR RATING IS MET SEE 705.2.4.2.

	21)FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	THERE IS A SPACE BETWEEN THE TRASH
	ROOM,
	STAIRWELL# 3, THAT IS NOT LABELED, WHAT
	WILL THIS AREA BE USED FOR? IF IT IS A
	CHASE PROVIDE A 2 HR RATED ASSEMBLY.SEE
	A.10, A.12, A.14 & A.16.

	22) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	THERE IS ALSO 2 AREAS ON EACH SIDE OF
	STAIRWELL# 2 THAT IS NOT CLEAR WHAT
	THIS
	AREA MAY BE USED FOR, IT IS DIRECTLY
	FOUND ON A.9, A.11 & A.13.

	23) INDICATE COMPLIANCE WITH 3003.4.1
	LEVATOR STRETCHER REQUIREMENTS.

	24) 1606.1.4(1) IN WIND BORNE DEBRIS
	REGIONS, EXTERIOR GLAZING THAT RECEIVES
	POSITIVE PRESSURE IN BUILDINGS SHALL BE
	ASSUMED TO BE OPENINGS UNLESS SUCH
	GLAZING IS IMPACT RESISTANT OR
	PROTECTED
	WITH AN IMPACT RESISTANT COVERING MEET-
	ING THE REQUIREMENTS OF SSTD 12, ASTM
	E 1886 AND ASTM E 1996 OR MIAMI-DADE.
	1) GLAZED OPENINGS LOCATED WITHIN 30
	FT
	OF GRADE SHALL MEET THE REQUIREMENTS OF
	LARGE MISSLE TEST.SEE COPY OF CITY OF
	W.P.B. INTERPRETATION OF HURRICANE
	STANDARDS FOR LARGE PROJECTS.
	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
	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) WINDOWS- FIXED OR OPERATABLE
	B) PANELWALL-STOREFRONT
	C) GLAZED EXTERIOR DOORS
	D) SOLID EXTERIOR DOORS
	E) MULLIONS
	F) VENTS
	G) STRUCTURAL COMPONENTS- TRUSS
	ANCHORS
	CONCRETE ADMIXTURES, RAILINGS
	H) ROOFING PRODUCTS- AND INSULATION.
	THE ABOVE IS MENTIONED AS TO
	REQUIREMENTS TO OBTAIN A BUILDING
	PERMIT. THE NOTES FOUND ON A.35 NOTE
	FOR
	WINDOWS AND STOREFRONT ARE TO BE UNDER
	A
	SEPERATE PERMIT. AT WHAT TIME WILL
	THESE ITEMS BE ADDRESSED? SHOULD THE
	BUILDING BE CLASSIFIED AS OPEN OR
	PARTIALLY OPEN SINCE NO TIME FACTOR IS
	MENTIONED TO WHEN THEY WILL BE
	INSTALLED?

	25) THE OTHER ISSUE THAT NEEDS TO BE
	CLARIFIED, THERE CAN ONLY BE ONE
	CLASSIFICATION FOR A BUILDING OR
	STRUCTURE EITHER OPEN, PARTIALLY
	ENCLOSED OR ENCLOSED. . SEE ASCE 7-98
	6.5.9.4. SHEET S-4.1 WIND DESIGN
	INDICATES THAT YOU ARE DESIGNING TO A
	HIGH VELOCITY ZONE "C", AND EXPOSURE
	OF 146 MPH. S5.2 INDICATESE PARTIALLY
	ENCLOSED BUT COEFICIENTS FOUND ON S4.1
	INDICATEA CLOSED BUILDING 0.18+-,
	PLEASE INDICATE FINAL ANALYSIS?

	26) A-37 DETAILS 6 & 7, SOFFITS, DROP
	CEILINGS, OR TRAY CEILINGS ALL INDICATE
	THE SAME PHRASE," TO BE PROPERLY
	ANCHORED TOTHEUNDERSIDE OF STRUCTURE"
	BUT THE DESIGN TEAM LACKS INDICATING HOW
	TO ACHIEVE THIS TASK?
	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".

	27) TYPE II CONSTRUCTION 604 REQUIRES
	STRUCTURAL MEMBERS TO BE NON
	COMBUSTIBLE.
	A.15 WOOD TRELLIS EIGHTHFLOOR TO BE
	NONCOMBUSTIBLE, F102.2.7 FIRE DISTRICT
	A.20 THE POOL HOUSE, STAIR AND
	ELEVATION
	SHEETS INDICATE WOOD RAFTERS.
	A.24 WALL SECTIONS A&D INDICATE THE USE
	OF 5/8" CDX PLYWOOD FOR ROOF SHEATHING.
	ALSO 2X6 WOOD FACIA OVER 1X8?????

	28) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	FOR THE POOL HOUSE AND ASSOCIATED
	STRUCTURES ATOP THE BUILDING, NO
	INFORMATION WAS SUBMITTED TO BE ABLE TO
	DO A THROUGH PLAN REVIEW!!!!!!!!
	S-1.6A/S-1.6B POOL DECK PLANS DO NOT
	INDICATE STRUCTURAL DETAILS FOR THE POOL
	STRUCTURE, SPA NOR THE COLUMN FRAMING
	FOR THE BREEZEWAYS.

	29) A.15 THERE HAS BEEN NO INFORMATION
	SUBMITTED FOR AN ELEVATOR LOBBY FOR
	NONE
	OF THE ELEVATORS ON THE ROOF TERRACE
	LEVEL.SEE 412.6.

	30) THE FIRE SPRINKLER PLANS DO NOT
	INDICATE THE USE OF FIRE SPRINKLERS FOR
	THE STRUCTURES ON THE ROOF TERRACE
	LEVEL. SEE ATTACHMENT NFPA 13 8.14.7
	EXTERIOR ROOFS OR CANOPIES, INDICATE
	HOW
	TO ACHIEVE CODE COMPLIANCE.

	31) ASSUMPTION: FIRE SPRINKLERS FOR THE

	POOL ROOF TERRACE LEVEL NOR THE POOL
	DECK LEVEL, ISIT ASSUMED THAT AREA OF
	RESCUE WILL BE PROVIDED UNDER SECTION
	11-4.3.11?

	32) A-24 INDICATES THE USE OF CAST
	STONE
	WITH A THICKNESS OF 1"-6". SHOW
	COMPLIANCE WITH 1403.2.7.

	33) STAIRWELLS INDICATE HOW PLANS ARE TO
	COMPLY WITH 11-4..4.2 HEADROOM.

	34) A-23 DROP OFF ZONE 11-4.6.5
	PASSENGER LOADING ZONE PROVIDE THE
	VEHICLE ACCESS ROUTE WITHREQUIRED HEAD
	ROOM FROM THE ENTRY TO LOADING ZONE BACK
	TO THE EXIT.

	35) A-5 ACCESSIBLE PATH, ACCESS AISLE IS
	THERE A CURB @ COLUMN LINE 7/F1AND
	DROP OFF POINT?

	36) POOL STRUCTURE: POOL TO BE UNDER A
	SEPERATE PERMIT, THE STURTURAL WALLS
	WILL BE BUILT WITH THE BUILDING, THIS
	AGAIN IS AN ASSUMPTION. TO COMPLY WITH
	424. PUBLIC POOLS :
	A) DOES THE POOL OFFER SUNKEN SEATING
	OR IS THIS STAIRS? SEE 424.1.2.5.3 FOR
	STAIRS, 424.1.2.5.4.

	37) A-34 THE DOORS LEADING INTO THE POOL
	AREA DOOR 12 & 16 SHALL COMPLY WITH SELF
	CLOSING AND SELF LATCHING REQUIREMENTS,
	SEE 424.1 DOH 64E-9.002(6) EFFECTIVE
	BARRIER.

	38) A-36 DETAIL # 23 EXTERIOR
	GUARDRAIL;
	1015.2 HEIGHT. GUARDRAILS SHALL FORM
	A VERTICAL PROTECTIVE BARRIER NOT LESS
	THAN 42" HIGH.
	1015.3 OPENINGS. OPEN GUARDRAILS
	SHALL HAVE INTERMEDIATE RAILS OR ORNA-
	MENTAL PATTERNS SUCH AS A 4" DIAMETER
	SPHERE CAN NOT PASS THROUGH. A BOTTOM
	RAIL OR CURB SHALL BE PROVIDED THAT WILL
	REJECT THE PASSAGE OF 2" DIAMETER
	SPHERE.

	39) A-36 EXTERIOR GUARDRAILS TO COMPLY:
	1608.2.3 THE GUARDRAIL SYSTEM SHALL BE
	DESIGNED AND CONSTRUCTED TO RESIST A 200
	LB CONCENTRATED HORIZONTAL LOAD APPLIED
	ON A 1 SQ FT AREA AT ANY POINT IN THE
	SYSTEM INCLUDING INTERMEDIATE RAILS OR
	OTHER ELEMENTS SERVING THIS PURPOSE.

	40) A-5 RAMP DOWN TO 9'-4" NOTE
	INDICATESA 12" WIDE CONCRETE CURB SEE

	DETAILS 6/A-46? NO SUCH PLAN?STOPS AT
	40

	41) 411.4.2 6 AIR CHANGES PER HR/
	LEVEL.
	M-3 INDICATES A 15,000 CFM FAN
	EXHAUSTING , CENTERED IN A 50"-0"
	OPENING. PLANS DO NOT INDICATE ANY MAKE
	UP AIR, THIS EXHAUST WILL BE PULLED
	RIGHT BACK INTO THE GARAGE, EXPLAIN
	RATIONAL?

	42) SHOW COMPLIANCE WITH 412.5 SMOKE
	CONTROL, M-16 SMOKE ZONE CONTROLS/ ZONE
	II, PLANS INDICATE THE USE OF
	PRESSURIZATION, THIS STILL DOESN'T
	REMOVE SMOKE, SEE 412.5.

	43) M-6 EMERGENCY GENERATOR INDICATES A
	6" EXHAUST PIPE W/ 1 1/2" CALCIUM
	SILICATE WRAP THROUGH THE 2HR RATED
	FLOOR SLAB. 705.6.1 PROVIDE THE
	ASSEMBLY
	APPROVED FOR THIS APPLICATION.
	PENETRATIONS OF HORIZONTAL ASSEMBLIES.

	44) A-7 AUTO RAMP TO THE MEZZANINE FLOOR
	PLAN INDICATES OPENSIDED RAMP, PROVIDE
	INFORMATION FOR COMPLIANCE WITH
	1608.2.3. PARKING GAURDRAILS, IMPACT
	GAURDRAILS, AND BOLLARDS. BOLLARDS
	INDICATE A SECTION )/A-000.?????

	45) A-8 PROVIDE FLOOR SLOPES AT THE
	HANDICAPED PARKING AT THE EAST END OF
	THE BLDG. DRAINAGE GRATE IN THE MIDDLE
	OF THE HANDICAPPED SPACE?

	46) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	A-9/A-10 NO INFORMATION IS PROVIDED FOR
	WALLS AND GATES OF PRIVATE LANAI?

	47)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.

	PLANS ARE NOT COMPLETE AND THE ANSWERS
	TO THE QUESTIONS MAY RESULT IN
	ADDITIONAL COMMENTS.

	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	E			ELECTRICAL
Rev No	3	Status	F	Date	2005-07-14			Cont ID
Sent By	dpalmer			Date	2005-07-14	Time	15:28	Rev Time	15.00
Received By	dpalmer			Date	2005-07-12	Time	16:24	Sent To

Notes

2005-07-14 00:00:00	******* UNSAT 3RD REVIEW **********

	"THE PLACE VIA CLEMATIS"

	PLEASE SEE COMMENTS FROM PREVIOUS TWO
	REVIEWS WHICH STILL NEED TO BE
	ADDRESSED.

	PLEASE ALSO SEE NEW COMMENTS DUE TO
	CHANGES IN PLANS/DESIGN AND SOME SHEETS
	MISSING FROM PREVIOUS SUBMITTED PLANS.

	THESE ARE TAKEN DIRECTLY FROM PREVIOUS
	TWO REVIEWS IN NUMMERICAL ORDER.

	1)NOTE: NOTE #1 NO, PLEASE SEE LETTER
	COULD NOT BE LOCATED IN PACKAGE.

	2)NOTE: NOTE #2 NO, PLEASE SEE OUTWARD
	SWINGS ON DOORS. PLEASE CORRELATE ALL
	SHEETS SHOWING ELECTRICAL ROOMS ETC.
	PLEASE HAVE PLANS INDICATE GUARD RAILS
	FOR EGRESS PROTECTION FROM SECOND FLR
	GEN RM. PLEASE UNDERSTAND ANY EGRESS IN
	CASE OF AN EMERGENCY OR OTHER MAY RESULT
	IN A LIFE SAFETY SITUATION AS SHOWN ON
	PLANS.
	PLEASE SEE DOORS WERE MOVED IN MAIN
	ELECTRICAL ROOM, HOWEVER, PLEASE SEE
	WALLS AND DOORS ARE SHOWN BUILT DIRECTLY

	IN FRONT OF ELECTRICAL EQUIPMENT.
	110.26
	PLEASE SEE MINIMUM STANDING/WALKING AREA
	ON THE OUTSIDE OF ELECTRICAL ROOM AFTER
	LEAVING DOOR SWING AREA. PLEASE SEE
	PLANS STILL MENTIONS: A SIGN TO BE
	PLACED AT DOORS LEAVING ELECTRICAL TO
	READ; "OPEN DOOR CAREFULLY, WATCH FOR
	CARS ON OTHERSIDE OF DOORS" PLEASE KNOW
	IN AN EMERGENCY SITUATION WHEN THE
	POSSIBILTY OF SOMEONE BEING BLINDED OR
	ON FIRE;A SIGN WILL NOT HELP IN EXITING
	ROOM AND ONCE AGAIN CREATING AN ADDITION
	LIFE SAFTEY HAZARD FOR THE PERSON(S)
	EXITING ROOM.

	NOTE FOR PANIC HARDWARE WAS PLACED ON
	A-SHEETS, HOWEVER PLEASE PLACE NOTE ON
	ELECTRICAL PLANS FOR ELECTRICAL RMS.

	3)NOTE: NOTE #3 OK.

	4)NOTE: NOTE #4 OK.

	5)NOTE: NOTE #5 OK, CIRCUITS ADDED,
	HOWEVER PLEASE SEE CIRCUITING PER ROOM
	PER 620.23,.24. ONLY ONE ELEVATOR
	MACHINE RM PER CIRCUIT.
	PLEASE SEE NEW NOTES FOR ELEV RM #4.

	6)NOTE: NOTE #6 NO, PLEASE SEE MANY
	RECEPTS FOR WALL SPACE ARE STILL
	MISSING. PLEASE SEE MOST LOCATIONS ARE
	REDLINED. 210.52

	7)NOTE: NOTE #7 OK.

	8)NOTE: NOTE #8 OK, HOWEVER PLEASE SEE
	NEW NOTE FOR NOTE ON E-19.

	9)NOTE: NOTE #9 OK.

	10)NOTE: NOTE #10 OK.

	11)NOTE: NOTE #11 OK, SEE NEW NOTES.

	12)NOTE: NO, SEE NOTE #3 FROM PREVIOUS
	REVIEW. PLEASE SEE SOME AREAS ARE SHOWN
	WITH LIVING RM. PLEASE ALSO SEE COMMENTS
	ABOUT CIRCUITING FOR DINING RM AREAS.

	13)NOTE: NOTE #13, OK, SHEETS SUBMITTED,
	HOWEVER SEE NEW NOTES DUE TO REVIEW
	BEING POSSIBLE AT THIS TIME.

	14)NOTE: NOTE #14 NO, PLEASE SEE MISSING
	KITCHEN GFI RECEPTS PER 210.52C1,
	210.8A6. PLEASE SEE SOME AREAS REDLINED
	ON PLANS.

	15)NOTE: NOTE #15 NO, PLEASE SEE
	PREVIOUS NOTES: PLEASE SEE SEE MANY
	RECEPTSWHICH ARE ON SM APPL CIRCUITS
	WHICH ARE IN AREAS NOT PERMITTED UNDER
	NEC 210.52B1

	16)NOTE: NOTE #16 OK.

	17)NOTE: NOTE #17 OK.

	18)NOTE: NOTE #18 OK,

	19)NOTE: NOTE #19 NO, SEE PREVIOUS NOTES
	#4 OF SECOND SECTION.
	MANY METER CENTERS STILL SHOWN AS
	"MAINS".

	20)NOTE: NOTE #20 OK.

	21)NOTE: NOTE #21 OK. SEE NEW NOTES.

	22)NOTE: NOTE #22 OK.

	23)NOTE: NOTE #23 OK.

	24)NOTE: NOTE #OK.

	25)NOTE: NOTE #25 OK.

	26)NOTE: NOTE #26 OK.

	27)NOTE: NOTE #27 OK.

	28)NOTE: NOTE #28 OK, HOWEVER SEE NEW
	NOTES.

	29)NOTE: NOTE #29 NO, SPECS SUBMITTED
	LIKE PREVIOUS REVIEW, HOWEVER SPECS
	SUBMITTED STILL DO NOT CORRELATE WITH
	PLANS FOR SIZING.
	PLEASE SEE NO SPECS SUBMITTED FOR SUB
	BASE FUEL TANK FOR FIRE REVIEW.

	30)NOTE: NOTE #30, NO, PLEASE SEE RISER
	NOTES FOR GENERATOR.
	PLEASE ALSO SEE NOTES PERATAINING TO
	RISER ETC.

	31)NOTE: NOTE #31 NO.
	PLEASE SEE BRKRS FROM GEN TO ATS AND OCP
	LISTED ON NOTES.
	PLEASE SEE NEW NOTES ALSO.

	32)NOTE: NOTE #32 NO, PLEASE SEE THERE
	ARE NUMEROUS ITEMS ON ELECTRICAL RISER
	DIAGRAM AND NOTES FOR FEEDERS ETC WHICH
	DO NOT CORRELATE.
	PLEASE SEE NEW NOTES PERTAINING TO
	"FEEDER SCHEDULE NOTES" AND "ELECTRICAL
	RISER DIAGRAM".

	33)NOTE: NOTE #33 OK.

	34)NOTE: NOTE #34, NO, SEE NEW NOTES FOR
	EQUIPMENT GROUNDING MISSING ETC.

	35)NOTE: NOTE #35 NO, SEE PREVIOUS TWO
	REVIEWS.
	250.6,250.24,250.110,.250.122 SEE NEW
	NOTES.

	36)NOTE: NOTE #36 OK, HOWEVER PLEASE SEE
	250.104 TO BE LISTED ON GROUNDING
	ELECTRODE DETAIL.
	PLEASE SEE SHEETS E-19 MAKES REFERENCES
	TO CODES THAT GROUNDING SHALL BE
	INSATLLED BY, HOWEVER PLEASE SEE FBC
	104.2.1, TECHNICAL CODES SHALL NOT BE
	USED IN LEIU OF PROVIDING THE DETAIL ON
	PLANS.

	37)NOTE: NOTE #37 NO, PLEASE SEE THERE
	ARE STILL LOCATIONS ON PLANS WHICH STILL
	REFERENCE CODES FROM 1996/1999 CODES.

	38)NOTE: NOTE #38 OK.

	39)NOTE: NOTE #39 OK, NO 277V SYSTEMS
	PRESENT.

	40)OK

	41)OK.

	42)OK.

	43)OK.

	****************************************
	PLEASE SEE NOTES DIRECTLY TAKEN FROM
	"NEW NOTE" ON 2ND REVIEW".

	1)NOTE: NOTE #1 OK.

	2)NOTE: NOTE #2 OK.

	3)NOTE: NOTE #3 NO, PLEASE SEE MANY
	AREAS SHOWN AS DINING AND LIVING RM
	TOGETHER WHEN "DINING RM/AREA"
	DESIGNATION SHOULD BE MOVED TO CORRELATE
	WITH CIRCUTING SHOWN ON PLANS.
	PLEASE SEE AREAS WHERE A "HALLWAY/FOYER"
	AREA RECEPT IS ON SMALL APPLIANCE
	CIRCUIT.
	PLEASE SEE MANY AREAS REDLINED ON PLANS.

	4)NOTE: NOTE #4 NO, PLEASE SEE PREVIOUS
	NOTES , MANY AREAS ON PLANS WHERE METER
	CENTERS ARE STILL SHOWN AS BEING
	"MAINS", PLEASE CORRECT. SEE NEW NOTES
	ALSO.

	5)NOTE: NOTE #5, OK, LOAD CALCULATIONS
	AND PANEL SCHEDULES NOW SHOW AHU/HEAT
	LOADS @125%. PLEASE KNOW: ONLY THE OCP
	IS REQUIRED TO BE 125%. HOWEVER, IT IS
	PERMISSIBLE TO TO HAVE LOADS FIGURED AT
	A HIGHER AMOUNT THAN IS REQUIRED.
	NO CORRECTION IS NEEDED.

	6)NOTE: NOTE #6 OK.

	7)NOTE: NOTE #7 OK.

	8)NOTE: NOTE #8 NO, PLEASE SEE MANY
	RECEPTS STILL MISSING . PLEASE SEE
	PREVIOUS NOTES FROM BOTH REVIEWS.

	9)NOTE: NOTE #9 OK, SEE ALL SHEETS WERE
	SUBMITTED, HOWEVER PLEASE SEE SOME NOTES
	PERTAINING TO THESE SHEETS WHICH COULD
	NOT REVIEWED ON PREVIOUS SUBMITTAL.

	10)NOTE: NOTE #10 OK, HOWEVER PLANS SEE
	ELECTRICAL RM #1 EAST ELEVATION, ONE
	SHOWS 110,000 AND THE OTHER 100,000?

	11)NOTE: NOTE: OK, ALL ELECTRICAL
	REMOVED FROM VAULT.

	12)NOTE: NOTE #12 NO, SAME COMMENT.

	13)NOTE: NOTE #13 OK.

	14)NOTE: NOTE #14 OK.

	15)NOTE: NOTE #15 OK, HOWEVER SEE NEW
	NOTES;

	16)NOTE: NOTE #16 NO, PREVIOUSLY NOTED
	ON THIS REVIEW.

	17)NOTE: NOTE #17 OK, HOWEVER SEE NEW
	NOTES FOR FEED FROM FPL.

	18)NOTE: NOTE #18 NO, PLEASE SEE ALL
	UNPROTECTED CONDUCTORS/BUS-DUCT IS STILL
	SHOWN "INSIDE" BLDG. INSTALLATION AS
	SHOWN SHALL NOT BE PERMITTED AS SHOWN.
	THIS WAS GONE OVER IN MEETING ,YET PLANS
	STILL CAME BACK WITH NO CORRECTIONS?
	PLEASE SEE 230.70,230.6 ETC.

	19)NOTE: NOTE #19 NO, PLEASE SEE HDP-2
	STILL SHOWN AS A "SHUNT TRIP".??

	20)NOTE: NOTE #20 NO,? PLEASE SEE HDP-2
	IS STILL SHOWN AS GF PROTECTED. PLEASE
	ALSO SEE NEW NOTE ABOUT ATS.
	PLEASE SEE 230.95,240.13 GF PROTECTION
	IS NOT REQUIRED, HOWEVER MAY BE
	INSTALLED. PLEASE ATS NOTE:

	21)NOTE: NOTE #21 OK? NOT NEEDED ,
	HOWEVER MAY BE DONE.


	****************************************
	NEW NOTES FOR 3RD REVIEW.

	1)NOTE: PLEASE SEE ELEVATOR RM #4.
	PLEASE SEE STATE ELEVATOR CODE. ELEVATOR
	MACHINE ROOM SHALL CONTAIN NO OTHER
	EQUIPMENT, USEAGE , ELECTRICAL EQUIPMENT
	ETC UNLESS DIRECTLY USED FOR ELEVATOR
	EQUIPMENT.
	PLEASE SEE ROOM #4, SHOWS "TRASH RM, AND
	"MECH RM" THIS IS NOT PERMITTED.
	THESE RMS WILL BE REQUIRED TO BE
	SEPARATED.
	PLEASE ALSO SEE REQUIREMENTS FOR TRASH
	RMS UNDER LS 101.

	2)NOTE: PLEASE CORRELATESIZES OF
	SWITCH GEAR MAINS. PLEASE SEE ONE SHEET
	SHOWS 3000A'S, RISER SHOWS 4,000A'S?
	PLEASE SEE REDLINED PLANS. SG #5?

	3)NOTE: PLEASE SEE LS 7-9. PLEASE SEE
	ALTERNATING CIRCUITS FOR EM LTS IN
	STAIRS WILL BE REQUIRED. THIS IS TO
	ALLEAVIATE EGRESS AREAS TO BE IN TOTAL
	DARKNESS BYT THE TRIPPING OF A SINLGE
	BRKR. PLEASE SEE A BATTERY BACK UP
	FIXTURE MAY BE INSTALLED AT EVERY OTHER
	LEVEL AS AN OPTION. PLEASE SEE EGRESS
	HALLWAYS AS SHOWN ON PLANS ALREADY HAVE
	BATTERY BACK LTS SHOWN. EVEN IF A BRKR
	FROM EDP TRIPS, EGRESS LIGHTNING WILL
	STILL BE PROVIDED.

	4)NOTE: PLEASE SEE SHEET #19 IS NOW
	SUBMITTED. PLEASE SEE SD NOTES:
	ONE NOTE MENTIONS FOR SD'S TO BE WIRED
	TO KITCHEN/BATH LIGHTING CIRCUIT,
	HOWEVER CIRCUITING ON PLANS DO NOT
	CORRELATE WITH THIS STATEMENT.
	PLEASE SEE KITCHEN/BATH LIGHTING
	CIRCUITS DO NOT INDICATE REQUIRED ARC
	FAULT PROTECTION AS REQUIRED UNDER 2002
	NEC 210.12. PLEASE ADJUST NOTE OR
	PLANS/CIRCUITS ETC.

	PLEASE SEE SECOND SD NOTE MENTIONS SD'S
	MAY BE WITHIN 20' OF KITCHEN COOKING
	APPLIANCE. THIS IS PERMITTED HOWEVER
	PLEASE SEE NFPA-72 8-1.4.2, A SPECFIC
	TYPE OF SD'S SHALL BE REQUIRED FOR ANY
	SMOKE DETECTORS CLOSER THAN 20' TO A
	COOKING APPLIANCE.

	5)NOTE: PLEASE CORRELATE RISER , RISER
	NOTESETC, PLEASE SEE RISER, PANEL
	SCHEDULES ETC INDICATE BUS-DUCT AND ALOS
	INDICATES FEEDERS ETC.
	PLEASE SEE NUMEROUS ITMES WHICH DO NOT
	CORRELATE.

	A) PLEASE SEE MAINS LISTED ON RISER
	DIAGRAM EQUIPMENT SCHEDULE ITME #4? THIS
	COULD NOT BE LOCATED ON RISER.

	B) PLEASE SEE MAIN DISC SHOWN AS 150A
	FOR ELEVATORS , YET NOTE MENTIONS
	200A'S.

	C)PLEASE SEE FEEDER SCHEDULES AND
	EQUIPMENT NOTES DO NOT CORRELATE FOR
	MAINS SEC'S OR BUS-DUCT.

	D)PLEASE SEE FEEDER SCHEDULE 5,7,8,9 AND
	10. PLEASE SEE THESE DO NOT CORRELATE
	WITH PANEL SCHEDULES FOR FEEDERS, ETC.
	PLEASE SEE THESE DO NOT INCLUDE ANY
	EQUIPMENT GRNDS?

	E)NOTE:PLEASE SEE SW GR #2 ONLY SHOWS
	ONE FEEDER TO MC'S. ETC ETC.
	MOST OF THESE ITEMS WERE REDLINED.

	6)NOTE: PLEASE SEE SEE FEEDER SCHEDULE
	MENTIONS ALL FEEDS TO APT UNITS TO BE IN
	EMT? PLEASE VERIFY THIS.PLEASE SEE EMT
	MAY NOT BE INSTALLED IN CONCRETE.
	ONLY IF OVERHEAD.

	7)NOTE:PLEASE SEE EQUIPMENT GROUNDING
	CONDUCTOR SHOWN FROM FPL TO FIRST MEANS
	OF DISCONNECT FOR FIRE PUMP. PLEASE SEE
	250.6, 250.24, EQP GRNDS SHALL ONLY BE
	INSTALLED "AFTER" THE FIRST MENS OF
	DISCONNECT.

	8)NOTE: PLEASE SEE OTHER CONDUITS ETC ON
	RISER MISSING ANY MENTION OF EQUIPMENT
	GROUNDING CONDUCTORS. PLEASE SEE FEEDERS
	FROM GEN TO FIRE PUMP AND EM ATS, EDP(SW
	GR #4).
	250.110, 250.122

	9)NOTE: PLEASE SEE ATS FOR EM STAND-BY
	IS NOTED AS GFCI PROTECTED?
	PLEASE SEE EQUIPMENT PROTECTION WOULD BE
	GF PROTECTED, NOT GFCI FOR PERSONNEL
	PROTECTION. PLEASE SEE GF PROTECTION OS
	NOT REQUIRED ON EM STAND-BY SYSTEMS OF
	THIS VOLTAGE AND SIZE. 240.13,230.95
	ETC. THIS IS ONLY NOTED AS TO WHY ?
	PLEASE SEE 701.17 FOR "LEGALLY REQUIRED
	STAND-BY SYSTEMS".

	10)NOTE: PLEASE SEE PREVIOUS NOTE FROM
	THIRD REVIEW5)D: WHICH MENTIONS
	CORRELATION OF FEEDER SCHEDULES.
	PLEASE SEE FEEDERS FOR ALL RTU'S, POOL
	PANEL. PLEASE SEE EDP'S AND HDP'S PANEL
	SCHEDULES AND FEEDERS INDICATED AT THOSE
	LOCATIONS. PLEASE CORRELATE.
	SEE NEW NOTE IN REF TO POOL PANEL.

	11)NOTE: PLEASE SEE NOTE #6 ON NOTES
	LISTED ON THE UPPER RIGHT HAND CORNER OF
	RISER DIAGRAM SHEET. THIS MENTIONS:
	"ONLY FOUR ELEVATOR THRU EMERGENCY
	GENERATOR"??
	PLEASE CLARIFY AS ONLY ONE ELEVATOR IS
	LISTED ON SWITCH GEAR MAIN #4?
	PLEASE SEE FIRE DEPARMENT REQUIREMENTS
	FOR ELEVATOR ON EM GEN SHALL ALSO BE
	STRETCHER ACCESSSIBLE. SEE ANY FIRE
	REVIEW NOTES FOR THIS.

	12)NOTE: PLEASE SEE SWITCH GEARR #4
	INDICATES CONNECTED LOAD OVER 1600 A'S
	ON A 2000A MAIN WITH A 2000A FEED FROM
	FPL. THIS IS OK, HOWEVER , PLEASE SEE
	ATS IS ALSO SHOWN AS HAVING 2000A
	CAPACITY, AND SERVICE ENTRANCE
	CONDUCTORS FROM FPL SHOWN FOR 2000A'S
	YET GENERATOR ONLY SHOWS A 1600A MCB?
	PLEASE EITHER INCREASE FEED FROM
	GENERATOR TO CORRLELATE WITHALL OTHER
	EQUIPMENT TO 2000A'S OR PLEASE PROVIDE
	LOAD CALCUALTIONS FOR ANY DERATING.
	PLEASE BEAR IN MIND FUTURE POSSIBLE
	LOADS OF ANY ADDITIONS.
	PLEASE SEE 90.8WHICH REQUIRES PLANS
	AND SPECIFICATIONS THAT PROVIDE AMPLE
	SPACE IN RACEWAYS, SPARE RACEWAYS, AND
	ADDITIONAL SPACES ALLOW FOR FUTURE
	INCREASES IN THE USE OF ELECTRICITY.
	DISTRIBUTION CENTERS LOCATED IN READILY
	ACCESSIBLE LOCATIONS PROVIDE CONVENIENCE
	AND SAFETY OF OPERATION.
	THE REQUIREMENT FOR PROVIDING THE
	EXCLUSIVELY DEDICATED EQUIPMENT SPACE
	MANDATED BY 110.26(F) SUPPORTS THE
	INTENT OF 90.8(A) REGARDING FUTURE
	INCREASES IN THE USE OF ELECTRICITY.
	DISTRIBUTION CENTERS SHOULD CONTAIN
	ADDITIONAL SPACE AND CAPACITY FOR FUTURE
	ADDITIONS AND SHOULD BE CONVENIENTLY
	LOCATED FOR EASY ACCESSIBILITY.
	THIS SHOULD ALSO BE TAKEN IN NOTE FOR
	ALL SERVICE EQUIPMENT AND THE
	POSSIBILITY OF ANY FUTURE EXPANTION.
	PLEASE SEE NO LOAD CALCULATIONS WERE
	SUBMITTED FOR MAINS 4 AND 5. IF LOAD
	CALCULATIONS ARE SUBMITTED, PLEASE SHOW
	ALL CONTINUOUS LOADS (3OR MORE HOURS) AT
	125%. 215.3,100,230.42 ETC.

	13)NOTE: PLEASE SEE POOL PANEL IS NOW
	SHOWN ON RISER AS NOTED IN NEW NOTE #10,
	HOWEVER PLEASE SEE NO POOL PANEL
	SCHEDULE WAS SUBMITTED? PLEASE ALSO
	INCLUDE LOADS ON PANEL. PLEASE SEE
	PREVIOUS NOTE ABOUT FEEDERS LISTED ON
	RISER SCHEDULES, RISER AND HDP-3.

	14)NOTE: PLEASE SEE MANY OF THE ABOVE
	ITEMS AS NOTED HAVE BEEN REDLINED ON
	PLANS AT AREAS OF NOTES. THIS IS IN NO
	WAY EVERY LOCATION OF SAID COMMENTS.

	15)NOTE: PLEASE BE SURE TO SEE ANY
	POSSIBLE COMMENTS FROM OTHER REVIEWERS
	WHICH MAY AFFECT ELECTRICAL PLANS.
	IE: DOOR SWINGS, EGRESS ETC.

	16)NOTE: PLEASE KNOW, A RESPONSE LETTER
	LISTING REVIEWERS COMMENTS AND ACTION
	TAKEN BY DESIGN TEAMWOULD HELP IN THE
	REVIEW PROCESS.

	17)NOTE: PLEASE 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.
	IT IS SUGGEESTED AN ADDITIONAL MEETING
	BE SET UP TO GO OVER ALL COMMENTS ONCE
	ALL REVIEWS ARE DONE FOR TRADES.
	IF THERE ARE ANY QUESTIONS, PLEASE DO
	NOT HESITATE TO CALL.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW
	561-805-6717
	[email protected]
2005-07-12 00:00:00	ONE ROLL AND SPECS BOOKS IN ELECTRICAL
	FOR REVIEW.
	WAITING FOR REVIEW,

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2005-04-15			Cont ID
Sent By	dpalmer			Date	2005-04-15	Time	15:43	Rev Time	15.00
Received By	dpalmer			Date	2005-04-14	Time	18:31	Sent To

Notes

2005-04-15 00:00:00	******** UNSAT 2ND REVIEW *********

	REVIEW FOR "THE PLACE VIA CLEMATIS";
	PLEASE SEE PLANS ARE SUBMITTED FOR "PLAN
	REVIEW ONLY" AND NOT SUBMITTED FOR
	PERMIT.

	PLEASE SEE MANY COMMENTS FROM PREVIOUS
	REVIEW STTILL NEED TO BE ADDRESSED.

	PLEASE SEE NEW COMMENTS DUE TO MORE
	INFORMATIONPROVIDED FROM PREVIOUS SET
	OF PLANS.
	HOWEVER PLEASE SEE NEW COMMENT FOR PAGES
	MISSING. STILL UNABLE TO DO A FULL AND
	COMPLETE REVIEW DUE TO PLANS AND SPECS
	NOT BEING COMPLETE AT THIS TIME.

	1)NOTE: NOTE #1, NO, PLEASE SEE LETTER
	FOR ENGINEER TO BE SIGNED, DATED AND
	NOTORIZED FOR LEGAL SIGNATURE.
	TITLE BLOCKS "WHITED OUT" FOR FIRM NAME.

	2)NOTE: NOTE #2 NO, PLEASE SEE OUTWARD
	SWING IS NOW SHOWN, HOWEVER NOTE(S)
	REQUESTED ON PLANS FOR PANIC HARDWARE
	ETC WAS NOT ADDED.

	3)NOTE: NOTE #3 OK

	4)NOTE: NOTE #4 OK

	5)NOTE: NOTE #5 NO, PLEASE SEE 620.22-25
	PLEASE ALSO SEE LAYOUT FOR ELEV MACHINE
	ROOMS ARE MISSING ELECTRICAL EQUIPMENT.
	ETC.

	6)NOTE: NOTE #6 NO,PLEASE SEE PREVIOUS
	NOTES: MANY WERE ADDED HOWEVER THERE ARE
	STILL SOME MISSING, PLEASE SEE REDLLINED
	PLANS.210.52

	7)NOTE:NOTE #7 OK.

	8)NOTE: NOTE #8 OK.

	9)NOTE: NOTE #9 OK.

	10)NOTE: NOTE #10 OK.

	11)NOTE: NOTE #11 OK.

	12)NOTE: NOTE#12 NO, PLEASE SEE SOME
	ROOM DESIGNATIONS WERE ADDED HOWEVER
	SOME AREAS ARE STYILL MISSING.
	PELASE ALSO SEE NEW COMMENTS PERTAINING
	TO "DINING AREA".

	13)NOTE: NOTE #13 NO, PLEASE SEE E-19
	WAS NOT SUBMITTED. PLEASE SEE NEW
	COMMENTS PERTAINING TO "NEW " SHEETS
	MISSING.

	14)NOTE: NOTE #14 NO, PLEASE SEE SOME
	STILL MISSING. REDLINED.

	15)NOTE: NOTE #15 NO.PLEASE SEE MANY
	AREAS RECEPTS ARE SHOWN IN AREAS OTHER
	THAN "DINING AREA". PLEASE SEE SOME ARE
	HALLWAYS, FOYERS, LIVING RMS? ETC.
	PLEASE SEE PREVIOUS COMMENT ABBOUT
	DEIGNATED AREAS.

	16)NOTE: NOTE #16, OK.

	17)NOTE: NOTE #17 OK.

	18)NOTE: NOTE #18 OK.

	19)NOTE: NOTE #19 OK, HOWEVER, PLEASE
	SEE NEW NOTES BELOW PERTAINING TO
	LABELING OF METER CENTERS. ETC.

	20)NOTE: NOTE #20 OK.

	21)NOTE: NOTE #21OK.

	22)NOTE: NOTE #22 OK, HOWEVER PLEASE SEE
	NEW NOTES PERTAINING TO LABELING AND
	ELECTRICAL ROOMS. SAME AS #19.

	23)NOTE: NOTE #23 NO.

	24)NOTE: NOTE #24 OK, PLEASE SEE NEW
	NOTES PERTAINING TO FIRE PUMP FEED FROM
	EM DP.

	25)NOTE: NOTE #25 OK.

	26)NOTE: NOTE #26 OK.

	27)NOTE: NOTE #27 NO.

	28)NOTE:NOTE #28 NO, PLEASE SEE
	INFORMATION FOR FIRE PUMP, FIRE PUMP
	CONTROLLER/ATS DISCONNECTIN MEANS WAS
	NOT SUPPLIED.
	PLEASE ALSO SEE NEW NOTES DUE TO FIRE
	PUMP FEED FROM EDP.

	29)NOTE: NOTE #29 NO, SPECS FOR
	GENERATOR WERE SUBMITTED , HOWEVER THEY
	DO NOT CORRELATE TO PLANS.

	30)NOTE: NOTE #30 NO, PLEASE SEE RISER.

	31)NOTE: NOTE #31 NO.

	32)NOTE: NOTE #32 NO.

	33)NOTE: NOTE #33 OK

	34)NOTE: NOTE #34 OK, HOWEVER SEE NEW
	NOTES PERTAINING TO EQUIPMENT GROUNDING.

	35)NOTE: NOTE #35, NO.

	36)NOTE: NOTE #36 OK.

	37)NOTE:NOTE #37 NO, PLEASE ALSO SEE
	NEW NOTES PERTAINING TO MISSING SHEETS.

	38)NOTE:NOTE #38 OK.

	39)NOTE: NOTE #39 NO, SEE NEW NOTES
	PERTAING TO MISSING SHEETS.

	40)NOTE: NOTE #40 RESPONSE NOT NEEDED,
	PLEASE SEE PLASN, ONCE AGAIN MOST AREAS
	REDLINED FOR ABOVE NOTES AND FOR NEW
	NOTES TO FOLLOW.

	41)NOTE: NOTE #41 NO RESPOSE NEEDED.

	42)NOTE: NOTE #42 NO, AS REQUESTED ON
	PREVIOUS REVIEW, PLEASE "REMOVE" ALL
	OLD/VOIDED SHEETS FROM SETSS AND ONLY
	INSERT NEW REVISED SHEETS INTO THREE
	COMPLETE SETS FOR REVIEW AND STAMPING.
	PLEASE SEE THESE SHEETS WERE NOTE
	REMOVED AND LEFT IN SETS.

	43)NOTE: NOTE #43 , NO RESPONSE NEEDED.


	************ NEW NOTES ***********

	1)NOTE: PLEASE SEE PANEL LOCATED ON
	BATHRM, UNIT L/WD-3.

	2)NOTE: PLEASE ALSO SEE SMALL APPLIANCE
	CIRCUIT SHOWN IN BATH. L/WD-3
	210.52C1

	3)NOTE: PLEASE SEE AREAS FOR DINING
	NEED TO BE CLARIFIED. PLEASE SEE
	PREVIOUS COMMENTS ABOUTAREAS WHICH
	SHOWDEVICES ON SAME CIRCUITS AS SMALL
	APPLIAANCE, HOWEVER SOME OF THESE AREAS
	ARE NOT AREA ALLOWED TO BE ON SM APPL
	CIRCUITS.
	PLEASE SEE NEC 210.52B

	4)NOTE: PLEASE SEE MANY LOCATION ON
	PLANS, EQUIPMENT IS LABEL AS MAIN, 1OF 2
	ETC YET, THEY ARE NOT MAINS.
	PLEASE SEE METER CENTERS WHICH ARE SHOWN
	AS MAINS, PLEASE SEE ELECTRICAL
	ROOM/AREA NEXT TO MAIN SWITCH GEAR WHICH
	SHOW ADDITIONAL MAINS ALSO.
	THE ATCUAL MAINS SHOULD BE THE ONLY
	EQUIPMENT LABELED AS SUCH. PLEASE
	RE-IDENTIFY ALL OTHER EQUIPMENT.
	215.5,230.2E ETC.

	5)NOTE: PLEASE CORRELATE A/C, AHU LOADS
	FOR UNITS. PLEASE SEE PANEL SCHEDULES
	AND ACTUAL LOAD CALCULATIONS.
	ONE SHOWS 7.5KW AND THE OTHER SHOWS
	10KW?

	6)NOTE: PLEASE SEE ELECTRICAL SYSTEMS
	FOR BLDG ELECTRICAL SEEMS TO ALL BE
	120/208V, HOWEVER, PLEASE SEE ELECTRICAL
	PANELS FOR UNIT SHOW 120/240V?
	PLEASE ADJUST.

	7)NOTE: PLEASE SEE MISSING SD IN L/WD-3.

	8)NOTE: PLEASE SEE SOME MISSING RECEPTS
	PER 210.52, 210.52C1, AS NOTED ON
	PREVIOUS COMMENT.

	9)NOTE: PLEASE SEE MISSING SHEETS FROM
	SETS. E-9,10 AND 19. PLEASE SEE ONNLY
	OLD/VOIDED SHEETS ARE IN SETS.
	UNABLE TO REVIEW THESE PAGES AT THIS
	TIME.

	10)NOTE:PLEASE VERIFY AIC RATINGS SHOWN
	ON PANEL SCHEDULESAND RISER. PLEASE
	SEE 110K ETC.
	THIS IS ONLY A NOTE AND SOME AIC RATINGS
	SEEM A LITTLE HIGH, HOWEVER THESE ARE
	PERMITTED. HOWEVER, IF SHOWN ON PLANS,
	THEN THESE WILL BE REQUIRED TO BE
	INSTALLED.

	11)NOTE: PLEASE SEE FPL VAULT IS NOT
	PERMITTED TO HAVE ANY ELECTRICAL IN ROOM
	WHICH IS PART OF BLDG ELECTRICAL .
	PLEASE SEE LTS, RECEPTS MUST BE REMOVED
	FROM PLANS.
	AS PER CONVERSATION WITH BILL HARTIGAN
	FROM FPL.
	PLEASE ALSO BE SURE TO CONTRACT FPL FOR
	SIZING OF FPL VAULT AND ANY OTHER
	REQUIREMENTS THERE MAY BE.

	12)NOTE: PLEASE SEE SOME ELEVATION
	DRAWINGS SHOW "OLD METER"??
	PLEASE CLARIFY?
	215.5

	13)NOTE: PLEASE SEE NOTES PERTAINING TO
	"SIGNS FOR ELEVATORS" MENTIONS HEIGHT
	REQUIREMENTS FOR LETTERING TO BE MIN OF
	1/8", PLEASE CLARIFY THIS. PLEASE SEE
	MIN SIGNAGE IN NFPA, LS 101, NEC ETC,
	ALL MENTIONS A MIN OF 1" LETTERS ON A
	CONTRASTING BACKGROUND.

	14)NOTE:PLEASE SEE PANEL HDP-3, WHICH
	SHOWS A FUTURE POOL PANEL, YET RISER
	SHOWS PANEL INSTALLED AT THIS TIME .
	PLEASE ALSO SEE ALL PLANS INDICATE POOL
	BEING BUILT WITH BLDG. PLEASE SEE EVEN
	THOUGH POOL IS REQUIRED UNDER SEPARATE
	PERMIT, ALL ELECTRICAL INFORMATION IS
	ALSO REQUIRED ON BASE BLDG PLANS.
	PLEASE PROVIDE INFORMATION FOR NEW PANEL
	HP. PLEASE PROVIDE FEED, OCP, CONDUIT
	ETC.

	15)NOTE: PLEASE CLARIFY TWO SEPARATE
	FEED TO SINGLE RTU'S. RISER SHOWS
	4-RTU'S, HOWEVER, RISER SHOWS POWER
	COMING FROM TWO DIFFERENT FEEDS AND
	EQUIPMENT.

	16)NOTE: PLEASE SEE SPECS AND CORRELATE
	WITH PLANS, THIS WAS NOTED ON PREVIOUS
	COMMENT ALSO.

	17)NOTE: PLEASE SEE DESIGN FOR FIRE PUMP
	HAS NOW COMPLETELY CHANGED. PLEASE SEE
	FIRE PUMP IS NOW BEING SHOWN BEING FED
	FROM FPL, DIRECTLY, WHICH IS FINE,
	HOWEVER FIRE PUMP IS NOW BEING FED FROM
	EDP?
	PLEASE SEE IF EDP IS SHUT DOWN IN BLDG
	DUE TO FIRE, THE FIRE PUMP WOULD NOW BE
	DISABLED DUE TO FEED COMING FROM EDP.
	PLEASE SEE 695 .
	PLEASE SEE ATS AT GENERATOR WOULD BE
	REQUIRED TO HAVE A MAIN. PLEASE SEE
	RISER ALSO INDICATES ATS AT GENERATOR
	HAVING A FEED DIRECTLY INTO FPL VAULT??
	RISER SHOWS TWO FEEDS FROM FPL TO FIRE
	PUMP AND EDP.
	PLEASE SEE THERE ARE TOO MANY ISSUES
	WITH THE WAY THE RISER SHOWS FEEDS TO
	TYPE IN A RESPONSE/PLANS REVIEW NOTES.

	PLEASE CALL OR MEET TO GO OVER THIS
	SCENERIO.

	18)NOTE: PLEASE SEE RISER INDICATES ALL
	FED INTO FPL VAULT AS OVER HEAD. PLEASE
	SEE AS PER NEC AND LOCAL AMENDMENTS, NO
	MORE THAN 8' OF "UNPROTECTED" CONDUCTORS
	MAY BE INSIDE BLDG. 230.70
	PLEASE SEE THESE APPEAR THEY MAY BE
	REQUIRED TO BE "INCASED IN CONCRETE"
	ETC.

	19)NOTE: PLEASE SEE ALL MAINS ARE SHOWN
	AS HAVING A SHUNT TRIP, PLEASE CLARIFY
	IF THESE MAINS ALSO CONTAIN A MANUAL
	MEANS OF DISC LOCATED ON THE OUTSIDE.
	230.76,230.79

	20)NOTE: PLEASE SEE ALL MAINS ARE SHOWN
	WITH GROUND FAULT PROTECTION ??
	PLEASE SEE 230.95,240.13THIS IS ONLY A
	NOTE:

	21)NOTE: PLEASE SEE 424.3B, OCP FOR
	AHU'S INT UNITS IS THE ONLY THING WHICH
	IS TO BE AT 125%, LOAD CALCS DO NOT HAVE
	TO BE SHOWN AT 125%.

	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]




2005-04-14 00:00:00	IN FOR REVIEW.

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2004-11-23			Cont ID
Sent By	dpalmer			Date	2004-11-23	Time	15:04	Rev Time	12.00
Received By	dpalmer			Date	2004-11-18	Time	20:01	Sent To

Notes

2004-11-23 00:00:00	************* UNSAT ***************

	PLEASE SEE THE FOLLOWING COMMENTS CAN
	ONLY BE BASED ON PLANS SUBMITTED.
	DUE TO PLANS AND SUBMITTAL PACKAGE NOT
	BEING COMPLETE AT THE TIME OF REVIEW,
	THERE MAY BE ADDITIONAL COMMENTS WHEN
	PLANS ARE RE-SUBMITTED.

	1)NOTE: PLEASE SEE FAC 61G15-23.002 FOR
	MISSING REQUIRED INFORMATION ON TITLE
	BLOCK.
	PLEASE ALSO SEE FS 471.023 FOR
	REQUIREMENTS.
	PLEASE ALSO SEE FS 471.025 FOR "RAISED"
	SEAL TO BE CLEAR AND VISABLE WITH ALL
	INFORMATION ON SEAL.
	PLEASE PROVIDE A SIGNED,DATED AND SEALED
	NOTORIZED LETTER FOR VERIFICATION OF
	LEGAL SIGNATURE. PLANS APPEAR TO BE
	SIGNED WITH INITIALS WHICH ARE NOT
	PERMITTED UNDER FS 471.025.
	IF INDEED LEGAL SIGNATURE, PLEASE
	PROVIDE LETTER FOR "SIGNATURE FILE" FOR
	FUTURE REFERENCE.
	THIS IS REQUIRED FOR ALL SHEETS AND FOR
	ALL TRADES WHEATHER OR NOT COMMENT IS
	MADE BY OTHER REVIEWER(S).

	2)NOTE:PLEASE SEE 110.26 FOR ALL
	ELECTRICAL ROOMS AND DOOR REQUIREMENTS.
	PLEASE REVISE PLANS TO SHOW OUTWARD
	SWING AND PROVIDE NOTE FOR PANIC
	HARDWARE ETC.
	** PLEASE SEE ANY EGRESSISSUE THAT MAY
	ARISE WITH DOOR SWING** THIS IS ONLY A
	NOTE:.

	3)NOTE: PLEASE SEE THERE ARE NUMEROUS
	LOCATIONS WHERE "COMMON AREA" LIGHTING
	IS BEING CONTROLLED BY A WALL SWITCH.
	THIS WOULD CREATE A SAFTEY ISSUE DUE TO
	LTS IN ARE BEING TURNED OUT WHEN PERSONS
	ARE IN MODE OF EGRESS.
	TYP LTS IN COMMON AREAS ARE HARDWIRED
	TO SYSTEMS ELECTRICAL LIKE MANY OF THE
	OTHER COMMONAREAS?
	LS 101 5-8

	4)NOTE: PLEASE SEE SOME ELEVATOR LOBBY
	AREAS WHICH PLASN DO NOT CONTAIN ANY
	LIGHTING? ELEV 4 LOBBY)

	5)NOTE: PLEASE SEE 620.24ABC FOR MISSING
	REQUIRED LTS/RECEPTS ETC.

	6)NOTE: PLEASE SEE RECEPT SPACING IN
	NUMEROUS UNITS. PER 210.52
	PLEASE SEE MANY ARE REDLINED AT
	LOCATIONS REQUIRED ON ONE SET OF PLANS
	SUBMITTED. PER 2',6',12' RULE.
	PLEASE ALSO SEE MEZZ AREAS.

	7)NOTE: PLEASE SHOW CIRCUITING ON PLANS
	FOR ALL ELECTRICAL DEVICES SHOWN AND
	CORRELATE WITH THE SUBMITTED PANEL
	SCHEDULES. (SD'S ETC.)

	8)NOTE: PLEASE SEE CIRCUITING OF SD'S ON
	BATH/KIT LT CIRCUITS WHICH IS OK,
	HOWEVER BATH /KIT LIGHTS WILL THEN
	REQUIRE ARC-FAULT PROTECTION.
	2002 NEC 210.12

	9)NOTE: PLEASE SEE SOME CONDENSING UNITS
	SHOWN IN GARAGE ON E-5, PLEASE SHOW ALL
	DISC'S/CIRCUITING PER 440.11
	PLEASE ALSO INCLUDE REQUIRED GFI PER
	210.63

	10)NOTE: PLEASE SEE 210.52H FOR "HALL"
	AREA RECEPT SPACING. SOME UNITS UNITS ON
	TYPICAL FLRS.

	11)NOTE: PLEASE SEE 700.16 FOR ALL
	ELECTRICAL/ELEVATOR/FIRE COMMAND RMS
	ETC
	FOR LIGHTING REQUIREMENTS.

	12)NOTE: PLEASE PROVIDE ROOM
	DESIGNATIONS ON PLANS.

	13)NOTE: PLEASE SEE LOCATIONS OF SD'S
	ARE TO BE INSTALLED PER NFPA-72
	8-1.4.1.6.2 AND 8-1.4.2
	3' OF BATH RM DOORS ETC. PLEASE REVISE
	NOTE ON E-19 WHICH MENTIONS SD'S OK TO
	INSTALL W/IN 20' OF COOKING APPLIANCE.
	THIS IS ONLY PERMITTED WITH EXCEPTIONS
	LISTED.

	14)NOTE: PLEASE SEE SOME MISSING GFI
	RECEPTS REQUIRED IN SOME UNITS PER
	210.52C1, GFI PER 210.8A6

	15)NOTE: PLEASE SEE CIRCUITING FOR
	DINING ROOM/AREA RECEPTS. PLEASE
	DESIGNATE AREA/RM. PLEASE SEE 210.52B1

	16)NOTE: PLEASE SEE UPPER ROOF LEVELS.
	PLEASE COMPLETE ELECTRICAL PLANS AS SOME
	OF THESE AREAS ON PLANS DO NOT INDICATE
	ANY ELECTRICAL.; LTS, RECEPTS ETC.
	RECEPTS REQUIRED W/IN 20' OF POOL.
	680.22A1

	17)NOTE: PLEASE SEE ALL COND UNITS ON
	UPPER ROOF LEVEL. PLEASE INDICATE ALL
	REQUIRED DISCONNECTS PER 440.11 AND
	GFI'S PER 210.63,210.8

	18)NOTE:PLEASE SEE MISSING EGRESS
	LIGHTING FOR STAIRS ON ROOF PLANS.
	LS101 5-8. PLEASE SEE POSSIBLE COMMENTS
	FROM FIRE/BLDG REVIEW FOR THIS.

	19)NOTE: PLEASE CORRELATE METER CENTER
	MAINS ON RISER/ PLANS / ELEVATION
	RISER.
	PLANS INDICATE 700A MAINS, HOWEVER OTHER
	AREAS INDICATE 1000A?
	215.5

	20)NOTE: PLEASE 240.4C FOR SIZING OF ALL
	CONDUCTORS FOR DEVICES RATED OVER
	800A'S
	PLEASE ALSO SEE 310.16,110.14 FOR RATING
	OF CONDUCTORS AND TEMP LIMITATIONS.

	21)NOTE: PLEASE CORRELATE # OF
	CONDUCTORSIN THE # OF SETS AND # OF
	CONDUITS ON E-17

	22)NOTE: PLEASE SEE "SWITCH GEAR RM",
	PLEASE SHOW LAYOUT OF ROOM WITH LOCATION
	OF ALL ELECTRICAL EQUIPMENT AND MAINS.

	23)NOTE: PLEASE CORRELATE RISER DIAGR
	AND PLANS WITH ELECTRICAL EQUIPMENT AND
	WHICH LEVEL EQUIPMENT IS ON.

	24)NOTE: PLEASE SEE MAIN FOR EM POWER
	DISTRIBUTION IS REQUIRED TO BE GROUPED
	CLOSER THAN SHOWN ON PLANS. TRAVEL
	DISTANCE AND PLANS INDICATING THESE
	MAINS AND SHUT-DOWNS ON DIFFERENST
	LEVELS AND XX FEET APART WILL NOT BE
	APPROVED BY FIRE MARSHAL'S OFFICE OR
	ELECTRICAL PLAN REVIEW.
	PLEASE SEE 230.72,230.70,230.76,230.79
	PLEASE BE AWARE "SHUNT-TRIPS" ARE NOT AN
	ACCEPTABLE METHOD FOR COMPLIANCE.

	25)NOTE: PLEASE SEE E-6, PLEASE IDENTIFY
	WHAT APPEARS TO BE TWO PIECES OF EM
	ELECTRICAL EQUIPMENT.
	215.5

	26)NOTE:PLEASE SEE PANEL SCHEDULES WERE
	SUBMITTED FOR MAINS 1,2,3 ON E-17, BUT
	NONE FOR MAINS 4,5 ? PLEASE SHOW
	215.5

	27)NOTE:PLEASE SEE RISER DIAGRAM: PLEASE
	SEE OCP/LOCKED ROTOR FOR FIRE PUMP IS
	SHOWN TO BE A MIN OF 1085A'S, YET FUSES
	ARE INDICATED AS 1000A'S?? PLEASE SEE
	695.4B1

	28)NOTE: PLEASE SEE RISER DIAGRAM
	INDICATES FIRE PUMP FEED COMING FROM FPL
	AND METER RM? PLEASE VERIFY WHICH ONE?
	AND WHERE FEED IS COMING FROM.
	PLEASE SUBMIT COMPLETE SPECS ON FIRE
	PUMP AND FIRE PUMP CONTROLLER.
	PLEASE BE SURE THIS IS ALL A LISTED
	UNIT.
	PLEASE BE SURE IT CONTAINS A MAN MEANS
	OF DISC AND RATED FOR LOAD SERVED AND
	MEETS 110.27, 230.76,230.79
	PLEASE ALSO SEE VOLTAGES FOR LOCK ROTOR
	IN TABLE.430.151

	29)NOTE: PLEASE SUBMIT COMPLETE SPECS
	FOR GENERATOR AND TRANSFER SWITCH.
	PLEASE CORRELATE PLANS WITH SUBMITTALS.
	215.5

	30)NOTE: PLEASE CORRELATE RISER, RISER
	EQUIPMENT SCHEDULE AND GENERATOR NOTES
	FOR TRANSFER SWITCH SIZE AND VOLTAGE.
	ONE SHOWS 1200A, THE OTHER 3500A ETC.

	31)NOTE: PLEASE CORRELATE RISER WITH
	GENERATOR NOTES FOR GENERATOR, SHOWS TWO
	DIFFERENT SIZES ETC.875KVA , 1200 KVA
	ETC
	PLEASE SEE PLANS ARE CALLING FOR TWO
	DIFFERENT VOLTAGES FOR SAME EQUIPMNET?
	215.5

	32)NOTE: PLEASE SEE ELECTRICAL RISER
	DIAGRAM EQUIPMENT SCHEDULE NOTES: ONLY
	SHOWS NOTES 1-5 YET PLANS/RISER DIAGRAM
	SHOWS MANY MORE AREAS LABELED TO SEE
	NOTES ON EQUIPMENT SCHEDULE. #'S 8,9,18
	ETC ETC.

	33)NOTE: PLEASE LABEL EDP ON RISER WITH
	EQUIPMENT SCHEDULE NOTES.;
	215.5

	34)NOTE: PLEASE SEE ELEVATOR DISC/
	EQUIPMENT ON RISER WHICH IS SHOWN ON THE
	ROOF AND COMING DIRECTLY FROM TANSFORMER
	VAULT??? MAINS? GROUPING ? OVERCURRENT-
	PROTECTION ETC.
	230.72,230.70,230.76,.230.79,215.5

	35)NOTE: PLEASE SEE MISSING EQUIPMENT
	GROUNDING CONDUCTORS ON RISER AND OTHER
	AREAS WHICH ARE REQUIRED PER
	250.110,250.24, SIZED PER 250.122

	36)NOTE: PLEASE SEE 2002 NEC FOR
	GROUNDING ELECTRODE SYSTEM. 250.50,
	250.66.

	37)NOTE: PLEASE SEE THERE ARE NUMEROUS
	LOCATIONS ON PLANS WHICH GIVE REFERENCE
	TO CODES FROM 1996/1999 NEC.
	PLEASE SEE WE ARE UNDER THE 2002 NEC.
	JUST A NOTE: 2002 NEC WAS ADOPTED BY THE
	STATE 7/1/2003
	PLEASE ADJUST ALL LOCATION ON PLANS.

	38)NOTE: PLEASE SEE PLANS REFERENCE THE
	SOUTH FLORIDA BLDG CODE.
	PLEASE SEE WE ARE UNDER 2001 FBC WITH
	REVISIONS.

	39)NOTE: PLEASE SEE LOCAL AMENDMENST FOR
	COLOR CODING 215.5 FOR 277/480V SYSTEMS
	ETC.

	40)NOTE: PLEASE SEE PLANS HAVE BEEN
	REDLINED WITH MOST OF THE ABOVE ITEMS
	AND AREAS OF COMMENTS.

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

	42)NOTE: PLEASE REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO COMPLETE SETS FOR REVIEW AND
	STAMPING.

	43)NOTE: PLEASE SEE BLDG REVIEW
	COMMENTS: THIS IS A THRESHOLD BLDG AND
	THREE SETS OF PLANS ARE REQUIRED.





	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]
2004-11-18 00:00:00	IN ELECTRICAL FOR REVIEW.
	NOTES TO FOLLOW.

Review Stop	ENG			ENGINEERING CSD
Rev No	3	Status	P	Date	2005-07-01			Cont ID
Sent By	mamini			Date	2005-07-01	Time	09:39	Rev Time	1.00
Received By	mamini			Date	2005-07-01	Time	09:39	Sent To

Notes

2005-07-01 00:00:00	PASSED WITH PROVISOS:

	1. PLEASE NOTE THAT ANY WORK WITHIN
	PUBLIC R.O.W REQUIRES A PERMIT FROM
	PUBLIC UTILITIES AND ENGINEERING PRIOR
	TO BEGINNING OF SUCH WORK, 494-1086.

	2. POLLUTION / EROSION CONTROL DEVICES
	SHALL BE IN PLACE PRIOR TO BEGINNING ANY
	CONSTRUCTION ACTIVITIES.THE DEVICES
	MUST BE MAINTAINED AND MONITORED
	THROUGHOUT THE CONSTRUCTION PERIOD.

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

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2005-03-23			Cont ID
Sent By	mamini			Date	2005-03-23	Time	14:04	Rev Time	1.00
Received By	mamini			Date	2005-03-23	Time	14:04	Sent To

Notes

2005-03-23 00:00:00	FAILED:

	1. PROPOSED SITE MUST BE DESIGNED FOR
	WATER QUALITY AND DRAINAGE PER CITY OF
	WEST PALM BEACH' CRITERIA AND
	REQUIREMENTS.PLEASE SUBMIT CALCULATION
	FOR OUR REVIEW AND APPROVAL.
	2. PLEASE VERIFY THE PROPOSED INVERT
	ELEVATIONS OF THE DRAINAGE SYS. WITH
	RELATION TO THE GARAGE FINISH FLOOR
	ELEVATIONS.
	3. CIVIL PLANS SHOWS RPZS AND DDCA
	INSIDE THE BUILDING, MECHANICAL SHOWS
	THE ASSEMBLIES OUTSIDE THE BUILDING,
	PLEASE COORDINATE.
	4. CIVIL PLANS MUST BE REVIEWED AND
	APPROVED BY THE PUBLIC UTILITIES AND
	ENGINEERING FOR ALL THE CONNECTIONS TO
	THE CITY SERVICES AND FOR THE LOCATIONS
	OF THE METERS AND BACKFLOWS.PLEASE
	CONTACT MANNY GONZALEZ AT 494-1085.
	5. FOR THE CITY' STANDARDS AND DETAILS
	CONTACT MANNY GONZALEZ AT 494-1085.
	6. CIVIL PLAN DOES SHOW THE
	RECONSTRUCTION OF THE SIDEWALKS LIMITS
	AND STREET SCAPING AND/OR ITS TYPE ALONG
	THE ROSEMARY AVE. AND BANYAN STREET.
	PLEASE COORDINATE WITH THE LANDSCAPE
	PLANS.
	7. PLEASE VERIFY THE ADEQUACY OF THE
	EXISTING 14' ALLEY FOR THE TRAFFIC BEING
	GENERATED BY THE FUTURE RESIDENTS TO
	ACCESS THE PARKING GARAGE.
	8. ANY IMPROVEMENT IN 14' ALLEY MUST BE
	COORDINATED AND APPROVED BY THE CITY WPB
	PUBLIC UTILITIES AND ENGINEERING.
	9. IS THE ALLEY GOING TO BE RE-SURFACED?
	WHO WILL BE DOING THAT?
	10. PLEASE NOTE THAT ANY WORK WITHIN THE
	PUBLIC R.O.W WILL REQUIRE A SEPARATE
	PERMIT FROM PUBLIC UTILITIES AND
	ENGINEERING, PLEASE SUBMIT M.O.T AT THE
	TIME OF APPLICATION, CONTACT 494-1086,
	WINDEL PALMER.

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

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2004-11-10			Cont ID
Sent By	mamini			Date	2004-11-10	Time	14:50	Rev Time	1.00
Received By	mamini			Date	2004-11-10	Time	14:50	Sent To

Notes

2004-11-10 00:00:00	FAILED:

	1.PROPOSED SITE MUST BE DESIGNED FOR
	WATER QUALITY AND DRAINAGE PER CITY OF
	WEST PALM BEACH' CRITERIA AND
	REQUIREMENTS, PLEASE SUBMIT
	CALCULATIONS
	FOR OUR REVIEW AND APPROVAL.
	2.CIVIL PLANS MUST BE REVIEWED FOR ALL
	THE CONNECTIONS TO THE CITY SERVICES BY
	THE PUBLIC UTILITIES AND ENGINEERING,
	ATT; MANNY GONZALEZ 494-1085.
	3. CITY' STANDARDS AND DETAILS MAY BE
	OBTAINED FROM PUBLIC UTILITIES AND
	ENGINEERING, ATT;MANNY GONZALEZ
	494-1085.
	3.PLEASE SHOW SIZE, TYPE OF PIPE FOR
	ROOF DRAINS AND ALSO DETAILS FOR
	CONNECTION TO THE EXISTING STRUCTURES.
	4.STEERT SCAPING, BANYAN & ROSEMARY
	MUST BE APPROVED BY THE PLANNING
	DEPARTMENT, 822-1435.
	5.SITE PLAN PREPARED BY THE ARCHITECT
	SHOWS PAVERS FOR THE SIDEWALK, CIVIL
	SHOWS CONCRETE, PLEASE VERIFY.

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

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	F	Date	2005-08-05			Cont ID
Sent By	mwennerg			Date	2005-08-05	Time	09:52	Rev Time	0.00
Received By	mwennerg			Date	2005-08-05	Time	09:52	Sent To

Notes

2005-08-05 00:00:00	****DENIED****

	PLEASE NOTE THAT COMMENTS FROM THE LAST
	FIRE REVIEW DON'T APPEAR TO HAVE BEEN
	ADDRESSED. AS INDICATED IN LAST REVIEW,
	A RESPONSE LETTER ILLUSTRATING THE
	CORRESPONDING SHEET NUMBER WOULD HELP
	EXPEDITE THE PLAN REVIEW PROCESS. THANK
	YOU IN ADVANCE FOR YOUR CONSIDERATION
	REGARDING THIS MATTER.

	1) FIRE PROTECTION SHEETS ARE MISSING
	WITH THIS RESUBMITTAL. PLEASE KEEP ALL
	APPROPRIATE SHEETS ATTACHED FOR EACH
	REVIEW. PLEASE SEE COMMENT #1 FROM LAST
	REVIEW.

	2) ALL SHAFTS THAT ARE LARGE ENOUGH FOR
	PERSONS TO FALL INTO MUST BE MARKED
	SHAFTWAY IN 6" LETTERS.

	3) PLEASE INDICATED PRESCRIPTIVE
	STRENGTH REQUIREMENTS FOR HANDRAILS AND
	GUARDS.

	4) PLEASE SUBMIT OCCUPANT LOAD
	CALCULATIONS FOR THE POOL DECK AND
	PATIO.

	5) ALL DOOR SWINGS SERVING AREAS OR
	ROOMS WITH OCCUPANT LOADS GREATER THAN
	50 SHALL SWING IN THE DIRECTION OF
	TRAVEL.

	6) PLEASE INDICATE ON PLANS THAT ALL
	SMOKE DETECTORS SHALL BE NO CLOSER THAN
	3' FROM AC DIFFUSERS.

	7) PLEASE ILLUSTRATE VERIFICATION
	REGARDING STANDBY POWER REQUIREMENTS.

	8) ELEVATOR WARNING SIGNS ARE REQUIRED.
	PLEASE INDICATE WITH NOTE ON DRAWINGS.

	9) EXITS SHALL BE READILY VISIBLE FROM
	ANY DIRECTION WITHIN EXIT ACCESS.

	10) PLEASE SHOW ON PLANS THAT THE VOICE
	EVACUATION MESSAGE SHALL COMPLY WITH THE
	REQUIREMENTS OF NFPA 72, AND NFPA 101,
	SECTION 9.6.3.

	WHEN RESUBMITTING PLANS FOR REVIEW, IT
	IS RECOMMENDED THAT EACH COMMENT BE
	ADDRESSED BY LETTER INDICATING THE SHEET
	NUMBER WHERE APPLICABLE.


	MIKE WENNERGREN, CAPTAIN
	WPBFR(561) 804-4756
	PLAN REVIEW(561) 805-6722

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2005-05-02			Cont ID
Sent By	mwennerg			Date	2005-05-02	Time	13:16	Rev Time	0.00
Received By	mwennerg			Date	2005-05-02	Time	13:15	Sent To

Notes

2005-05-02 00:00:00	1) COMMENTS # 2,9,10,12,15,30,37,41 HAVE
	APPARENTLY BEEN ADDRESSED ON THE FIRE
	PROTECTION SHEETS. ALL SHEETS HAVE BEEN
	VOIDED. PLEASE PROVIDE CURRENT FIRE
	PROTECTION DRAWINGS FOR REVIEW. INDICATE
	YOUR RESPONSES WITH SHEET NUMBERS AND
	RERVISION CLOUDS.

	2) PLEASE INDICATE THE SHEET NUMBER WITH
	YOUR RESPONSE REGARDING THE MARKING OF
	SHAFTS. COMMENT #8

	3) PLEASE RESPOND TO COMMENT REGARDING
	PRESCRIPTIVE HANDRAIL AND GUARDRAIL
	STRENGTHS WITH REVISION CLOUD AND SHEET
	NUMBER. COMMENT #13

	4) PLEASE INDICATE OCCUPANT LOAD
	CALCULATIONS FOR THE POOL DECK AND
	COMMON PATIO WITH REVISION CLOUD AND
	SHEET NUMBER. COMMENT #14

	5) ALL DOOR SWINGS SHALL BE IN THE
	DIRECTION OF TRAVEL WHEN SERVING A ROOM
	OR AREA WITH OCCUPANT LOAD OF GREATER
	THAN 50. COMMENT #26

	6) PLEASE INDICATE THE SHEET NUMBER
	REGARDING THE SLIP RESISTANCE OF
	WALKWAY. COMMENT #27

	7) PLEASE INDICATE THE SHEET NUMBER
	REGARDING MINIMUM DISTANCE BETWEEN SMOKE
	DETECTORS AND AC DIFFUSERS. COMMENT #32

	8) PLEASE INDICATE SHEET NUMBER
	REGARDING STANDBY POWER REQUIREMENTS.
	COMMENT #34

	9) PLEASE INDICATE SHEET NUMBER
	REGARDING ELEVATOR WARNING SIGNS.
	COMMENT #35

	10) PLEASE PROVIDE FURTHER EXPLANATION
	REGARDING MEANS OF EGRESS THROUGH
	PARKING SPACES. HOW CAN THIS BE
	MAINTAINED ACCESSABLE AND FREE OF
	OBSTRUCTIONS AT ALL TIMES? COMMENT #36

	11) EXITS SHALL BE READILLY VISIBLE FROM
	ANY DIRECTION OF EXIT ACCESS. COMMENT
	#38

	12) VOICE EVACUATION MESSAGE SHALL
	COMPLY WITH NFPA 72 AND NFPA 101,
	SECTION 9.6.3. COMMENT #40


	PLEASE ADDRESS COMMENTS WITH SHEET
	NUMBERS AND REVISION CLOUDS TO ASSIST IN
	EXPEDITING THIS PROCESS.


	MIKE WENNERGREN, A/CAPTAIN
	WPBFR(561) 835-2910 OR 805-6722

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2004-12-15			Cont ID
Sent By	mcarsill			Date	2004-12-15	Time	07:19	Rev Time	0.00
Received By	mcarsill			Date	2004-12-15	Time	07:19	Sent To

Notes

2004-12-15 00:00:00	1) PLEASE INDICATE LOCATION OF FIRE
	COMMAND CENTER ON PLANS.

	2) KNOX-BOXES WILL BE REQUIRED.

	3) BUILDING IS TO MEET HIGH-RISE
	REQUIREMENTS OF THE APPLICABLE
	BUILDING AND FIRE CODES.

	4) A TWO-HOUR FIRE SEPARATION IS
	REQUIRED BETWEEN THE PARKING AND OTHER
	AREAS OF THE BUILDING.

	5) S-3 DOOR NEAR LOADING ZONE 2. PLEASE
	EXPLAIN.

	6) S-2 DOOR NEAR ALLEY. PLEASE EXPLAIN.

	7) TACTILE SIGNAGE REQUIRED AT EXIT
	DOORS.

	8) ALL SHAFTS THAT ARE LARGE ENOUGH
	FOR PERSONS TO FALL INTO MUST
	BE MARKED SHAFTWAY IN 6" LETTERS.

	9) THE FIRE ALARM SYSTEM MUST MEET
	THE REQUIREMENTS FOR CENTRAL STATION
	SERVICE.

	10) TWO FIRE DEPARTMENT CONNECTIONS
	ARE REQUIRED FOR THE BUILDING SINCE
	IT IS A HIGH-RISE BUILDING.

	11) ALL NEW STAIRS AND RAMPS SHALL
	HAVE HANDRAILS ON BOTH SIDES.

	12) LOCKING KNOX-BOX CAPS ARE REQUIRED
	ON THE FIRE DEPARTMENT CONNECTIONS.

	13) PLEASE PROVIDE PRESCRIPTIVE
	STRENGTH REQUIREMENTS FOR HANDRAILS
	AND GUARDRAILS.

	14) PLEASE PROVIDE OCCUPANT LOADS
	FOR POOL DECK AND COMMON PATIO.

	15) PLEASE DISPLAY ALL EXISTING OR
	NEW FIRE HYDRANTS ON SITE.

	16) PARKING SPACES SURROUND STAIR # 1
	ON PAGE A-3. PLEASE EXPLAIN ACCESS.

	17) PARKING SPACES SURROUND STAIR # 3
	ON PAGE A-4. PLEASE EXPLAIN ACCESS.

	18) BUILDING LOCATED IN FIRE LIMITS.
	CERTAIN RESTRICTIONS APPLY. PLEASE
	SEE APPENDIX F, LOCAL AMENDMENTS.

	19) EXIT SIGN PLACEMENT SHALL NOT
	EXCEED 100 FEET.

	20) ENSURE THAT ALL DOOR SWINGS ARE
	INCORRECT.

	21) THE DOOR APPEARS TO BE MISSING
	FROM STAIR # 1ON PAGE A-7.

	22) PLEASE EXPLAIN EXITING FROM
	MEZZANINE LEVEL.

	23) PLEASE PROVIDE INTERIOR FINISH
	CLASSIFICATIONS FOR WALLS AND CEILINGS.

	24) SIGNS REQUIRED IN STAIRWELLS
	INDICATING TOP, BOTTOM, FLOOR NUMBER,
	ROOF ACCESS, AND THE IDENTITY.

	25) WOOD TRELLIS NOTED ON ROOF
	TERRACE. AGAIN LOCATED IN FIRE LIMITS.

	26) ARE THE DOORS AT THE MAIN LOBBY
	ROOF TERRACE SWINGING IN THE PROPER
	DIRECTION.

	27) IS THE WALKWAY TO THE EXITS ON ROOF
	TERRACE SLIP RESISTANT.

	28) BUILDING ADDRESS REQUIRED. A MINIMUM

	OF AT LEAST 6" HIGH NUMBERS ARE
	REQUIRED.

	29) CANVAS AWNINGS REQUIRED TO BE
	FLAME RETARDANT.

	30) PLEASE DISPLAY FIRE SPRINKLER
	LOCATIONS IN TRASH CHUTE SECTION.

	31) SMOKE DETECTORS ARE REQUIRED ON
	EVERY LEVEL OF RESIDENTIAL UNITS.

	32) PLEASE INDICATE ON PLANS THAT
	ALL SMOKE DETECTORS SHALL BE PLACED
	NO CLOSER THAN THREE FEET FROM
	AIR CONDITIONER DIFFUSERS.

	33) PLEASE INDICATE STRETCHER
	ACCESSIBLE
	ELEVATORS IN THE BUILDING.

	34) PLEASE VERIFY STANDBY POWER
	REQUIREMENTS.

	35) ELEVATOR WARNING SIGNS REQUIRED.

	36) LIFE SAFETY ROUTES ON PAGE A-38
	ARE GOING THRU PARKING SPACES. PLEASE
	EXPLAIN RATIONALE.

	37) PLEASE PROVIDE WATER COLUMN
	REQUIREMENTS FOR THE STAIRWELL
	PRESSURIZATION SYSTEMS.

	38) THERE ARE NOT ENOUGH EXIT SIGNS
	SHOWN.

	39) THE CORRIDORS NEED MORE EXIT
	SIGNS.

	40) PLEASE INDICATE WHAT THE VOICE
	EVACUATION MESSAGE OF THE FIRE ALARM
	SYSTEM WILL SAY.

	41) ELECTRONIC SWITCHES REQUIRED ON
	FIRE LINE BACKFLOW DEVICE.

	MIKE CARSILLO, ASSISTANT FIRE MARSHAL
	835-2910

Review Stop	I			INCOMING/PROCESSING
Rev No	5	Status	N	Date	2005-11-15			Cont ID
Sent By	adarroug			Date	2005-11-15	Time	08:45	Rev Time	0.00
Received By	adarroug			Date	2005-11-15	Time	08:45	Sent To

Notes

2005-11-15 00:00:00

WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2005-11-14			Cont ID
Sent By	adarroug			Date	2005-11-14	Time	14:11	Rev Time	0.00
Received By	adarroug			Date	2005-11-14	Time	14:11	Sent To

Notes

2005-11-14 00:00:00

TO "DPALMER" DESK

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2005-06-29			Cont ID
Sent By	adarroug			Date	2005-06-29	Time	15:18	Rev Time	0.00
Received By	adarroug			Date	2005-06-29	Time	15:18	Sent To

Notes

2005-07-01 00:00:00	TO "COMM" BD#56/PLANS ON RACK/2 ROLLS
2005-06-29 00:00:00	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2005-03-21			Cont ID
Sent By	adarroug			Date	2005-03-21	Time	10:43	Rev Time	0.00
Received By	adarroug			Date	2005-03-21	Time	10:43	Sent To

Notes

2005-03-21 00:00:00

TO "COMM" BD#21/PLANS ON RACK

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2005-03-21			Cont ID
Sent By	lmartine			Date	2004-12-15	Time	08:10	Rev Time	0.00
Received By	lmartine			Date	2004-11-05	Time	10:41	Sent To

Notes

2004-11-05 00:00:00

TO COMM BD#40

Review Stop	M			MECHANICAL (A/C)
Rev No	4	Status	F	Date	2005-08-03			Cont ID
Sent By	hmoser			Date	2005-08-03	Time	14:21	Rev Time	0.00
Received By	hmoser			Date	2005-08-03	Time	14:21	Sent To

Notes

2005-08-03 00:00:00	PLAN DENIED
	1) EXHAUST DUCT AND DRYER DUCT TO BE
	SUMITED AS ALTERNATIVE METERIALS AND
	METHODS SECTION 301.4.2 FBC(M)
	2) PAGE M.4 REFER TO SECTION 501.3
	OUTDOOR DISCHARGE.CONDENSOR DISCHARGING
	ON PATIOS.
	3) PAGE M.5 LOBBY PROVIDE FIRE
	DAMPERS.PLEASE REFER TO SECTION 607.4
	FLOOR PENETRATION.
	4) PAGE M.5 DRYER VENT MUST BE 10FT.
	FROM SF#1
	5) REFER TO SECTION 504.6 CLOTHES DRYER
	DUCT
	6) PLEASE PROVIDE INFORMATION ON RTU#2&3
	HOW ARE THEY GETTING FRESH AIR.
	7) PLEASE REFER TO SECTION 307.2.3
	AUXILIARY DRAIN PANS.
	8) COULD NOT FIND ANCERS FOR LAST REVIEW

	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	M		MECHANICAL (A/C)
Rev No	3	Status	Date				Cont ID
Sent By			Date		Time		Rev Time	0.00
Received By	hmoser		Date	2005-08-02	Time	18:58	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2005-04-29			Cont ID
Sent By	pkrauss			Date	2005-04-28	Time	14:26	Rev Time	6.00
Received By	pkrauss			Date	2005-04-28	Time	14:14	Sent To

Notes

2005-04-28 00:00:00	DENIED:
	RESPONSE TO COMMENTS DATED 12-06-04:
	COMMENT #1 - INDICATE MAKEUP AIR FOR THE
	GARAGE EXHAUST.PLANS INDICATE
	CALCULATIONS BUT DO NOT ANNOTATE OR
	IDENTIFY HOW THE MAKE-UP AIR WILL BE
	ACHIEVED.

	COMMENT #5 - PLAN SHEET M-3, DUCT
	REDUCES IN RISER ONLY PLEASE CLARIFY. NO
	CLARFICATION GIVEN AND DUCT SIZE DID NOT
	CHANGE.

	COMMENT #9 - PLAN SHEET M-5, MAKE UP AIR
	TO STAIR #1 WAS EXTENDED OUT BUT IS
	STILL LOCATED AT THE GARAGE ENTRANCE.
	PROVIDE ELEVATION OF THE FRESH AIR
	INTAKE.

	COMMENT #12 - PROVIDE ELEVATION FOR THE
	TERMINATION OF THE MUFFLER EXHAUST.
	INDICATE DISTANCE FROM DOORS, WINDOWS
	AND FRESH AIR INTAKES.

	COMMENT #13 - PROVIDE DETAIL AND
	INFORMATION FOR THE FUEL PIPING AND
	STORAGE TANK.PLEASE INDICATE WHERE
	THIS ADDRESSED.INDICATE ON THE PLAN
	LOCATION AND PIPE SIZING.

	COMMENT #16 - PLANS SHEETS M-3 THROUGH
	M-6, STILL INDICATE THE DRYER & BATHROOM
	EXHAUST IN THE RETURN AIR PLENUM.PER
	2001 FBC/M 601.3 EXHAUST DUCTS UNDER
	POSTITIVE PRESSURE SALL NOT EXTEND INTO
	OR PASS THROUGH PLENUMS.

	NEW COMMENTS:
	1.PLAN SHEET M-5 8"X 6" SUPPLY AIR
	DUCT TO SECURITY OFFICE PENETRATES A 2
	HOUR RATED WALL.INDICATE COMPLIANCER
	WITH 2001 FBC/M 607.1.3 #3 OR A FIRE
	DAMPER WILL BE REQUIRED IN ACCORDANCE
	WITH 2001 FBC/M 607.1.2.

	2.PLAN SHEET M-11 THROUGH M-17 ARE
	VOIDED BUT THE REPLACEMENT SHEETS WERE
	NOT SUBMITTED.PLEASE CLARIFY.

	IF YOU HAVE ANY QUESTIONS, PLEASE
	CONTACT PATTY KRAUSS AT (561)805-6719.

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2004-12-06			Cont ID
Sent By	pkrauss			Date	2004-12-06	Time	17:32	Rev Time	10.00
Received By	pkrauss			Date	2004-12-06	Time	17:32	Sent To

Notes

2004-12-06 00:00:00	DENIED:
	1.INDICATE HOW THE MAKE AIR FOR THE
	GARAGE AREA WILL BE ACHIEVED.

	2.PLAN SHEET M-1 THROUGH M-5,
	ELEVATOR LOBBY SUPPLY AIR FROM ABOVE.
	PLAN DOES NOT INDICATE ANY FIRE SMOKE
	DAMPERS OR SHAFT.PER 2001 FBC(M)607.6,
	SPECIFIC LOCATION OF FIRE DAMPERS & FIRE
	DOORS ARE TO BE IDENTIFIED ON PLANS.
	DETAIL OF FIRE DAMPERS & ACCESS DOORS
	ARE ALSO REQUIRED.

	3.PLEASE CLARIFY CONDENSING UNITS
	LOCATED IN THE GARAGE AREA UNDER A ROOF
	WITH NO CROSS VENTILATION.

	4.M-1 ELEVATOR 2 & 3 LOBBY AREA FLEX
	DUCT IS INDICATED AT THE RATED
	PENETRATION. PER 2001 FBC(M)607.1.3
	EXCEPTION #3 ITEMS 1 THROUGH 4 SHALL
	APPLY.

	5.DUCT FOR THIS RISER REDUCES
	DOWNWARD UNIT THE 1ST FLOOR AND THEN
	INCREASES AGAIN, PLEASE CLARIFY.

	6.M-2 EF5 & EF6 LOCATED AT THE FLOOR
	LEVEL IN COMPACT CAR SPACES.
	PROTECTION FROM DAMAGE REQUIRED PER
	2001
	FBC(M)303.4.

	7.M-3 EF-7 IS LOCATED THAT THE
	EXHAUST WILL BE RECIRCULATED BACK INTO
	THE GARAGE ENTRANCE IN VIOLATION OF
	501.3.

	8.M-3 EF-2,3,4,7, & 8 TERMINATING AT
	THE ALLEY.PER 2001 FBC(M)705.1.THIS
	APPLIES FOR OPENINGS INTO THE ALLEY
	WAY.

	9.M-5 SF-1 TO STAIR #1 MAKE-UP AIR
	SHALL NOT BE TAKEN FROM PARKING AREAS,
	STREETS OR ALLEYS PER 2001
	FBC(M)401.5.1.

	10. M-6 EMERGENCY GENERATOR ROOM, A
	FIRE
	DAMPER IS INDICATED ON THE GENERATOR
	INTAKE TO THE RADIATOR.PROVIDE THE
	MANUFACTURER APPROVAL FOR THIS
	APPLICATION.

	11. M-6 PLEASE CLARIFY 6" MUFFLER
	EXHAUST.NOTATION INDICATES 6" PIPE
	UNDER SLAB.WILL THIS BE POURED INTO
	THE SLAB BETWEEN THE FPL VAULT OR
	PENETRATING THROUGH THE VAULT
	UNDERGROUND?

	12. PROVIDE ELEVATION FOR THE
	TERMINATION OF THE MUFFLER EXHAUST.
	PROVIDE DISTANCE FROM THE TERMINATION
	TO
	WINDOWS AND AIR INTAKES.

	13. PROVIDE DETAIL FOR THE FILL PIPING
	AND LOCATION OF THE FILL FOR THE FUEL
	OIL TO THE GENERATOR.

	14. M-3 THROUGH M-6 INDICATE DRYER &
	TOILET EXHAUST TERMINATING INTO THE
	GARAGE.PER 2001 FBC(M)501.3, EXHAUST
	SHALL DISCHARGE OUTDOORS WHERE IT WILL
	NOT CREATE A NUISANCE OR BE
	RECIRCULATED
	BY THE VENTILATION SYSTEM.EXHAUST
	SHALL NOT BE DIRECTED ONTO WALKWAYS PER
	2001 FBC(M)401.5.2.

	15. M-9 & M-10 INDICATE SHEET 9 OF 21
	AND 10 OF 21.THERE ARE ONLY 17
	MECHANICAL SHEETS.

	16. RETURN AIR MISSING FROM UNIT
	L/WB-4.
	CERTIAN UNITS INDICATE RETURN AIR
	PLENUMS.PER 2001 FBC(M)602.2.1, NO
	COMBUSTIBLES ALLOWED ABOVE THE CEILING
	IN THE RETURN AIR PLENUM.

	17. M-11 INDICATE ACCESS AND CLEARANCES
	FOR THE DUCTWORK INSTALLED UNDER THE
	POOL.WILL THIS BE INSULATED?

	18. M-11 & M-12 CONDENSING UNITS
	LOCATED
	ON THE ROOF OR ARE THEY ENCLOSED?
	PLEASE NOTE, CONDENSING UNITS LOCATED
	ON
	THE ROOF SHALL COMPLY WITH 2001 FBC
	1511.7 FOR THE CLEARANCE BETWEEN THE
	ROOF SURFACE AND THE BOTTOM OF THE
	SUPPORT RAIL.

	19. M-15 CORRIDOR PRESSURIZATION DETAIL
	SHOWS 2" FIRE RATED CHASE.SHOULD THIS
	READ 2 HOUR FIRE RATED CHASE?

	20. M-16 RTU SCHEDULE INDICATES ALL
	UNITS 60 TONS, THIS IS COMBINED.THE
	PLAN INDICATES 2 EACH 10.5 TON & 2 EA
	13
	TON UNITS.DUCT SMOKE DETECTORS ARE
	REQUIRED IN ACCORDANCE WITH 2001
	FBC(M)606.

	21.M-16 SPECIFIC DRYERS INDICATED ON
	DRYER SCHEDULE - SOME MODELS WOULD
	STILL
	EXCEED THE 25 FT MAXIMUM REQUIREMENT.
	SPECIFIC DRYERS ARE TO BE INSTALLED FOR
	FINAL INSPECTION.

	22. M-17 PRIMARY AIR CHASE DETAIL SHOWS
	ACCESS DOOR.FIRE/SMOKE DAMPERS &
	ACCESS DOORS SHALL ALSO BE LOCATED ON
	THE PLAN PER 2001 FBC(M)607.6.

	23. PROVIDE OUTSIDE AIR CALCULATIONS
	FOR
	ALL AREAS, RESIDENCE, COMMON AREAS,
	EQUIPMENT RMS, MECH, ELEC, PUMP RMS,
	STORAGE RMS.SHOW COMPLIANCE WITH 2001
	FBC(M)402 OR TABLE 403.3.

	24. M-16 SMOKE CONTROL SEQUENCE OF
	OPERATION.SMOKE CONTROL SHALL COMPLY
	WITH ONE OF THE ITEMS DESCRIBED IN
	412.5
	OF THE 2001 FBC.INDICATE WHICH
	PROCESS
	WILL BE USED FOR REMOVAL OF PRODUCTS OF
	COMBUSTION.

	25. PROVIDE MANUAL J CALCULATIONS IN
	ACCORDANCE WITH 2001 FBC CHAPTER 13.

	26. PROVIDE DETIAL FOR THE CONDENSATE.
	INDICATE TERMINATION.

	PLEASE NOTE, ADDITIONAL COMMENTS NOT
	ADDRESSED IN THIS REVIEW MAY OCCUR ON
	RESUBMITTAL DUE TO THE REPONSE TO
	COMMENTS AND THE INCOMPLETION OF PLANS
	SUBMITTED.

	IF YOU HAVE ANY QUESTIONS, PLEASE
	CONTACT PATTY KRAUSS AT (561)805-6719.

Review Stop	P			PLUMBING
Rev No	3	Status	F	Date	2005-07-30			Cont ID
Sent By	kstevens			Date	2005-07-30	Time	13:36	Rev Time	51.00
Received By	kstevens			Date	2005-07-22	Time	16:47	Sent To

Notes

2005-07-30 00:00:00	DENIED
	REFERENCE: FBC-2001 PLUMBING
	FBC-2001 CHAPTER 1
	FBC-2001 CHAPTER 11
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES
	FHA-98 DESIGN MANUAL

	A) COMMENTS FROM PREVIOUS REVIEW THAT
	HAVE NOT BEEN ADDRESSED, OR NOT
	ADDRESSED PROPERLY. THE COMMENT NUMBER
	WILL REMAIN THE SAME AS THE FIRST
	REVIEW:
	1) SHTS I-1, & I-2 FIRM LICENSE NUMBER
	REQUIRED ON THE TITLE BLOCK, SIGNATURE
	REQUIRED, AND PRINTED NAME REQUIRED. FAC
	61G1-16.004(2)(5)(6), 61G1-16.003 AND FS
	481.219. - SUBMIT PROOF OF A LEGAL
	SIGNATURE IN THE FORM OF A DRIVERS
	LICENSE, VOTERS REG. CARD ECT., AND
	SUBMIT A SIGNED/SEALED/DATED NOTORIZED
	LETTER WITH YOUR LEGAL SIGNATURE FOR OUR
	FILES. (TITLE BLOCK REQD ON LETTER). -
	THIS COMMENT HAS NOT BEEN ADDRESSED, NOR
	HAS A RESPONSE BEEN NOTED.
	3) SHTS A-11 & A-12 SHT INDEX STATES
	PARTIAL 3RD-7TH FLOOR PLAN 1, BUT NOTE 5
	STATES 3RD-5TH FLOOR PLAN. PLEASE
	CLARIFY. SECTION 104.2.1. - THIS HAS NOT
	BEEN ADDRESSED, NOR HAS A RESPONSE BEEN
	NOTED.
	4) SHTS A-9 & A-15 SUBMIT CALCULATIONS
	FOR PRIMARY AND SECONDARY ROOF DRAINS
	PER SECTIONS 1106, & 1107 AND ALL
	SUBSECTIONS. SHOW SF OF EACH AREA WITH
	1/2 AREA OF ALL VERTICAL WALLS INCLUDING
	PARAPETS AND ROOF AREA FROM ABOVE THAT
	DRAINS TO THE ROOF FROM ABOVE ADDED TO
	THE SF IN THE CALCULATIONS. SHOW THE
	LOCATION OF ALL PRIMARY AND SECONDARY
	ROOF DRAINS AND THE SCUPPERS. ALSO SEE
	SHTS A-17 & A-18. THIS APPLIES TO THE
	ROOF DECK AREAS AS WELL. THIS HAS NOT
	BEEN ADDRESSED, NOR HAS A RESPONSE BEEN
	NOTED.
	5) SHTS A-9 & A-15 SHOW THE LOCATION AND
	SIZE OF ALL SECONDARY ROOF DRAINS &
	SCUPPERS. SECTION 104.2.1. - THIS HAS
	NOT BEEN ADDRESSED, NOR HAS A RESPONSE
	BEEN NOTED.
	6) SHTS A-15 & A-16 SUBMIT CALCULATIONS
	FOR MINIMUM FACILITIES PER TABLES 1003.1
	AND 403.1. SHOW THE SF OF EACH COMMON
	AREA, AND THE TOTAL COMMON AREA IN THE
	CALCULATIONS. - THIS HAS NOT BEEN
	ADDRESSED, NOR HAS A RESPONSE BEEN
	NOTED.
	7) ARCHITECTURAL SHEETS, THE DATE
	PREPARED AND THE PRINTED NAME OF THE
	PERSON RESPONSIBLE FOR THE DOCUMENT ARE
	REQUIRED PER FAC 61G1-16.004(4)(6) AND
	FS 481.2055. - THE PRINTED NAME OF THE
	PERSON HAS NOT BEEN ADDED TO THE TITLE
	BLOCK. NO RESPONSE NOTED.
	8) SHTS A-30, A-31, & A-32 INDICATE
	SPECIFICATION "A" OR "B" FOR EACH UNIT
	OR BATHROOM AS REQUIRED ON PAGE 7.35 OF
	THE FHA DESIGN MANUAL. - SHT A-30 ONLY
	UNIT B-2 IS INDICATED. - SHT A-32 UNITS
	E-4, E-4L, & E-6 ARE NOT INDICATED. - IF
	SPECIFICATION "A" ALL BATHROOMS AND ALL
	FIXTURES SHALL COMPLY. SEE PAGE 7.34.
	9) SHTS A-30, A-31, & A-32 SHOW THE SIZE
	OF THE OPENINGS FOR ALL COVERED WATER
	CLOSETS. MINIMUM 33" REQUIRED. SEE PAGES
	6.5 AND 6.7 OF THE FHA DESIGN MANUAL. -
	THE 18" FROM THE WALL TO THE CENTERLINE
	OF THE W/C IS AN ABSOLUTE MEASURMENT.
	SEE FIGS PAGE 6.3 & 6.5. - NO RESPONSE
	NOTED AND NOT ALL OPENINGS ARE INDICATED
	AND NOT ALL OPENINGS MEET THE
	REQUIREMENTS OF FHA DESIGN MANUAL.
	10) SHT A-33 MENS AND WOMENS RESTROOMS,
	SHOW CLEAR FLOOR SPACE FOR EACH
	ACCESSIBLE FIXTURE. SECTIONS 11-4.16.2,
	11-4.19.3, & 11-4.22.3. THE TURNING AREA
	SHALL BE SHOWN IN THE TOILET ROOM, NOT
	IN THE ACCESSIBLE STALL. ALSO SHOW WATER
	CLOSET HEIGHT PER 11-4.16.3. GRAB BAR
	HEIGHT MAX. 36", SHOWN AS 48" ON DETAIL
	BEHIND W/C. SHOW FLUSH CONTROL 11-4.16.5
	SHOW URINAL HEIGHT 11-4.18.2. THE
	CENTERLINE OF THE W/C SHALL BE 18" TO
	THE WALL FROM THE CENTERLINE OF THE
	FIXTURE, NOT 20" AS SHOWN. (SEE FIG. 28)
	FOR THE LAVS SHOW KNEE CLEARANCE
	11-4.19.2, FOR THE SHOWER SHOW CONTROLS
	11-4.21.5, SHOWER UNIT 11-4.21.6, AND
	CURB HEIGHT 11-4.21.8. - BACK AND SIDE
	GRAB BARS SHALL BE AT THE SAME HEIGHT.
	SEE FIG. 29. W/C HEIGHT 17" TO 19". 20"
	DIMENSION SHOWN ON SOME W/C'S.
	11) NOT USED
	12) SHT A-33 DETAIL #1 IN BOTH THE MEN'S
	AND WOMEN'S RESTROOMS. THE DOUBLE LAVS
	TO BE 34" IN HEIGHT AND HAVE A CLEARANCE
	OF 29". SEE FIG 31. SECTION 11-4.19.2. -
	NO RESPONSE NOTED. NOT ADDRESSED.
	13) A DRINKING FOUNTAIN IS REQUIRED IN
	THE COMMON AREA. TABLE 403.1. SUBMIT A
	DETAIL COMPLYING WITH SECTIONS 11-4.15
	AND ALL SUBSECTIONS & 11-4.1.3(10)(A)
	FOR THOSE WHO HAVE DIFFICULTY BENDING OR
	STOOPING. - NO DETAIL FOUND, NOR WAS A
	RESPONSE NOTED.
	14) SHT A-36 SHOW HEIGHT AND WIDTH OF
	SCUPPER OPENINGS ON THE DETAIL. SECTIONS
	104.2.1 AND 1107.3. NO DETAIL FOUND, NOR
	WAS A RESPONSE NOTED.
	15) A PROFESSIONAL ENGINEER SHALL SIGN
	HIS NAME. INITIALS ARE NOT APPROVED PER
	FBPE RULING. SUBMIT AN EXAMPLE OF THE
	ENGINEERS LEGAL SIGNATURE BY WAY OF
	DRIVERS LICENSE, VOTERS REG. ECT., AND A
	SIGNED, SEALED, DATED, NOTORIZED LETTER
	WITH TITLE BLOCK INDICATING YOUR LEGAL
	SIGNATURE FOR OUR FILES.
	61G15-23.002(1)(2) AND FS 471.025. THIS
	IS FOR ALL ENGINEERED SHEETS. - LETTER
	WAS NOT SIGNED, SEALED, DATED, NOR DID
	THE LETTER HAVE A TITLE BLOCK ON IT.
	18) SUBMIT MANUF. SPECIFICATION SHEETS
	FOR THE STORM WATER SUMP PUMPS. PUMP
	INFORMATION SHALL SHOW THE LISTING.
	SECTION 303.4.(SUBMITTALS NOT FOUND). -
	STILL NO RESPONSE TO THIS COMMENT.
	19) SHTS P-3 & P-4 PIPE SIZING NOT
	CORRECT FOR EMERGENCY ROOF DRAIN PIPING,
	(SECONDARY ROOF DRAINS). SEE TABLES
	1106.2 & 1106.3. STAIRWAY #2 NOT ADDED
	TO THE SYSTEM. DOUBLE CHECK ALL PIPE
	SIZES AND SHOW ADDITION OF ALL SF AS
	THEY ACCUMULATE IN THE STORM BLDG.
	DRAIN. SECTION 104.2.1. - THERE ARE
	STILL SOME PIPE SIZES AND SF NOT SHOWN
	ON THESE SHEETS.
	27) SHT P-5 CHECK ALL PIPE SIZING ON THE
	STORM SYSTEM AND SHOW ALL PIPE SIZES.
	SECTION 104.2.1. & TABLES 1106.2 &
	1106.3. - THERE ARE STILL PIPE SIZES
	MISSING AND SF AS IT ACCUMULATES. NO
	RESPONSE NOTED.
	34) SHT P-11AUXILLARY HORIZONTAL DRAIN
	PIPE SIZE NOT CORRECT. TABLE 1106.3. -
	NO RESPONSE NOTED. - SEE RWL S/8.
	35) THE TRASH CHUTE BEQUIRES AN "N-36"
	VACUUM BREAKER FOR BACKFLOW PROTECTION.
	SECTION 608.13.6. NO RESPONSE. SHEET
	VOIDED BUT NO NEW SHEET SUBMITTED.
	36) SHT P-12 AUXILLARY HORIZONTAL DRAIN
	PIPE TO BE SIZED PER TABLE 1106.3. NO
	RESPONSE. SHEET VOIDED BUT NO NEW SHEET
	SUBMITTED.
	37) SHTS P-13, & P-14 AUXILLARY ROOF
	DRAIN NEAR POOL SHALL NOT BE A TRIPPING
	HAZARD. PLEASE SUBMIT A DETAIL FOR S/27,
	S/28, S/29, & S/30 SECONDARY DRAINS.
	SECTION 104.2.1. NO RESPONSE NOTED. SHT
	VOIDED, BUT NO NEW SHEET SUBMITTED.
	38) SHT P-22 NO WATER SUPPLY SHOWN TO
	THE TRASH ROOM FOR THE TRASH CHUTE.
	PLEASE SHOW ON PLANS. SECTION 104.2.1.
	NO RESPONSE NOTED. SHEET VOIDED, BUT NO
	NEW SHEET SUBMITTED. TRASH CHUTE NOTES
	ON SHT 42 INDICATES THAT A WASH DOWN
	HEAD IS LOCATED AT THE TOP OF THE CHUTE.
	39) SHTS P-24, P-25, P-26, P-27, & P-28
	DO NOT MEET CODE REQUIREMENTS. IN MANY
	CASES THESE ARE THE CODE ISSUES NOT
	ADDRESSED. - THESE COMMENTS NOW APPLY TO
	SHTS 23, 29, 30, & 31 AS NEW RISERS HAVE
	BEEN SUBMITTED, AND SHEET INFORMATION
	HAS CHANGED.
	A. OFFSET VENTS ARE REQUIRED WHEN
	HORIZONTAL OFFSET ARE USED. SECTION 915.
	RESPONSE NOT APPROVED. OFFSET VENTS
	SHALL BE SHOWN ON THE RISER DIAGRAMS.
	SEE SECTION 104.2.1. - STILL SOME NOT
	SHOWN AS REQUIRED
	B. NO HORIZONTAL DRY VENTS. SECTION
	905.3. - OK
	C. STACK DRAIN SHALL CONNECT DOWNSTREAM
	OF BATHROOM GROUP FIXTURES. SECTION
	909.1 - OK
	D. KITCHEN SINK SHALL NOT DRAIN THROUGH
	THE WET VENT. SECTION 909.1 - OK
	E. MAIN VENT REQUIRED AT TOP OF STACKS.
	SECTION 903.1. SOME STILL NOT PIPED
	CORRECTLY.
	F. CLEANOUTS REQUIRED AT THE BASE OF
	EACH STACK. SECTION 708.3.4. - OK
	G. NO HORIZONTAL BRANCH CONNECTIONS TO
	A HORIZONTAL STACK OFFSET. SECTIONS
	711.2 & 711.3. - OK
	H. VENTING REQUIRED 901.2.1.
	I. (NEW COMMENT) 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 - SOME VENT STACKS ARE NOT
	CONNECTED TO THE STACK, BUT CONNECT TO
	THE BRANCH LINE.
	J. STACK INSTALLATION 910.2
	THE RISERS ARE NOT CLEAR AS TO THEIR
	INTENT. CHECK ALL RISERS FOR CODE
	REQUIREMENTS. - OK
	43) SHT P-31 AIR CHAMBERS ARE NOT
	APPROVED. DELETE FROM ALL RISERS. WATER
	HAMMER ARRESTORS REQUIRED BY SECTION
	604.9 SHALL BE LOCATED AT ALL QUICK
	CLOSING VALVES, (W/M, ICE MAKER, & D/W),
	AND SHALL BE LOCATED NEAR THE FIXTURE.
	PDI-WH 201 AND MANUF. INSTALL. INSTRUCT.
	- ONLY ONE SET OF AIR CHAMBERS STILL
	REMAIN TO BE DELETED. SHT P-35 UNIT
	L/W-D-2 FIXTURE P-2 2ND FLOOR.
	44) SHTS P-33 & P-34 AUXILLARY ROOF
	DRAINS ON SOME SYSTEMS ARE UNDERSIZED.
	PLEASE SIZE PIPE PER TABLE 1106.3. ROOF
	DRAINS CHANGED TO SHTS 39, 40, 41, & 42,
	AND STILL HAVE SOME AUXILLARY ROOF DRAIN
	PIPING SIZED INCORRECTLY. SOME DRAINS
	ARE STILL SIZED INCORRECTLY. ALSO SHOW
	SF AS IT ACCUMULATES.
	45) SHT P-35 STORM DRAIN RISER 111, SHOW
	ALL PIPE SIZES AND SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM. RECHECK ALL
	PIPE SIZES PER TABLES 1106.2 & 1106.3 AS
	SOME PIPE SIZES ARE INCORRECT. THERE ARE
	STILL SOME PIPE SIZES THAT ARE
	INCORRECT. RISER III CHANGED TO RISER II
	AND MOVED TO SHT 41.1. - SIZES ON SOME
	PIPES ARE INCORRECT STILL, AND SQUARE
	FOOTAGE AS IT ACCUMULATES IS STILL NOT
	SHOWN AT EACH BRANCH LINE OR RISER.
	49) SUBMIT A CONDENSATE DRAIN ISOMETRIC
	WITH ALL PIPE SIZES, LOCATION OF RISER
	CONNECTIONS, RISERS, TERMINATION POINT
	OF THE RISERS (VENTS), AND INDICATE
	WHERE THE CONDENSATE DRAINS TO THE
	OUTSIDE OF THE BUILDING. SECTION
	104.2.1. LOCATION OF TERMINATION POINT
	FOR THE CONDENSATE HAS NOT BEEN GIVEN.
	2ND REVIEW
	************NEW COMMENTS************
	1B) NEW FLOOR LAYOUTS, NEW REVIEW
	2B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	SHOW CLEAR FLOOR SPACE FOR W/C'S PER
	PAGE 7.43 FHA DESIGN MANUAL. SEE MINIMUM
	CLEAR FLOOR SPACE SIZE REQUIREMENTS. -
	SHOWER CLEAR FLOOR SPACE SHALL BE
	PARALLEL AND FLUSH WITH THE CONTROL
	WALL. SEE PAGE 7.56.- THIS COMMENT HAS
	NOT BEEN ADDRESSED PROPERLY AS PER FHA
	DESIGN MANUAL. - NO RESPONSE NOTED.
	3B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	WATER CLOSETS SHALL BE 18" OFF WALL TO
	CENERLINE OF FIXTURE. SEE PAGES 6.5,
	7.43, 7.44 & 7.45. THIS IS WHEN THE W/C
	IN NEXT TO A WALL. - THIS HAS NOT BEEN
	ADDRESSED, NOR HAS A RESPONSE BEEN
	NOTED.
	4B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	SHALL SHOW THE DIMENSIONS FOR THE W/C
	OPENINGS. MINIMUM 33" REQUIRED. SEE
	PAGES 7.43 THRU 7.45. THIS HAS NOT BEEN
	ADDRESSED, NOR HAS A RESPONSE BEEN
	NOTED.
	5B) SHT A1 DRAWING INDEX DOES NOT
	REFLECT DRAWING SHEETS. SECTION 104.2.1.
	- THIS HAS NOT BEEN ADDRESSED, NOR HAS A
	RESPONSE BEEN NOTED.
	8B) SHT P-3 STORM AND AUXILLARY
	PIPING SIZE IS NOT CORRECT IN MANY
	AREAS. CHECK PIPE SIZE PER TABLES 1106.2
	AND 1106.3. SOME PIPE SIZE STILL NOT
	CORRECT.
	7B) SHT P-4 SOME PIPE SIZES ARE NOT
	SHOWN. TABLES 1106.2 & 1106.3 AND
	SECTION 104.2.1.
	11B) SHT P-6 SHOW PIPING FOR PD(3061SF).
	TABLE 1106.3 AND SECTION 104.2.1. - 4"
	SHOWN BUT 6" REQUIRED. - FLOOR PLAN DOES
	NOT REFLECT THE RISER DIAGRAM (100).
	SECTION 104.2.1. - THIS STILL DOES NOT
	REFLECT THE FLOOR PLAN.
	12B) SHT P-7 6" REQUIRED ON AUXILLARY
	DRAIN LINES AT RISERS S/28, & S/29. 5"
	REQUIRED ON AUXILLARY DRAIN LINE BETWEEN
	COL. - PIPE SIZES NOT SHOWN FOR ROOF
	DRAINS, PRIMARY AND SECONDARY FOR COMMON
	PATIO AND PRIVATE LANAI AREAS. SECTION
	104.2.1 AND TABLE 1106.3. - UNABLE TO
	FIND S/28 & 2/29. PLEASE SHOW AN INDEX
	OF ALL STORM RISER DIAGRAMS USED. - PIPE
	SIZES NOT SHOWN ON AUXILLARY ROOF DRAINS
	DOWNSTREAM OF S/44 THEN SHOWN AS 4"
	DOWN. MINIMUM 5" REQUIRED. NOT ALL PIPE
	SIZES ARE SHOWN.
	13B) SHT P-8 6" REQUIRED ON AUXILLARY
	DRAINS S/26 & S/29. 8" REQUIRED ON
	AUXILLARY DRAINS S/14, & S/18. SHOW ALL
	PIPE SIZES FOR ROOM PRIMARY & SECONDARY
	DRAINS AT COMMON PATIO AND PRIVATE LANAI
	AREAS. TABLES 1106.2 & 1106.3. - NOW
	UNABLE TO LOCATE RISER S/29 PLEASE
	CLARIFY. - NOT ALL PIPES SIZES SHOWN.
	14B) SHT P-10 UNIT C-3L MAX. 4 FU ON 2"
	WET VENT. TABLE 909.3 - UNITS C-4L,
	B-4L, & C-6L STILL SHOW NO PIPE SIZE FOR
	THE SECTION OF PIPE DOWNSTREAM OF THE
	LAST FIXTURE, (P-2 OR P-2A), 5FU.
	MINIMUM 3" REQUIRED.
	17B) SHT P-23 RISER 3,4,5,6 DOES NOT
	REFLECT THE FLOOR PLAN. SHT P-3 SHOWS
	RISER 6 CONNECTING TO RISER 345 ON THE
	FIRST FLOOR NOT AT THE MEZZ. LEVEL AS
	SHOWN ON THE RISER. SECTION 104.2.1. -
	SHT P-5 SHOWS ONLY RISER #8 WITH RISERS
	3,4,5,6 CONNECTING TO THIS RISER.
	CORRELATE RISERS AND FLOOR PLAN. -
	SHOULD BE RISER 3,4,5,6,8 WITH 3,4,5,6
	SPLITTING OFF AT MEZZ. LEVEL AND RISER 8
	OFFSETTING AT THE 2ND FLOOR TO REFLECT
	THE FLOOR PLAN.
	18B) SHT P-23 RISER #7 DOES NOT REFLECT
	FLOOR PLAN ON SHT P-5 AT LAV. - THIS HAS
	NOT BEEN ADDRESSED, NOR WAS THERE A
	COMMENT RESPONSE.
	19B) SHT P-23 RISER DOES NOT REFLECT
	FLOOR PLAN AT RISER 10 ON THE 2ND FLOOR.
	CORRELATE RISER AND FLOOR PLAN. SECTION
	104.2.1. - NOT ADDRESSED, NO COMMENT
	RESPONSE.
	23B) SHT P-35 DELETE AIR CHAMBERS
	SECTION 104.2.1. SEE RISER 11-11R AT
	FIXTURE P2. AIR CHAMBER NOT DELETED.
	25B) SHTS P-39, P-40, P-41, & P-41.1,
	CHECK ALL AUXILLARY DRAINS FOR CORRECT
	SIZE. TABLE 1106.3 @ 4.5"/HR. - SOME
	SIZES NOT SHOWN. 42, 43, 44, TO BE 5"
	DOWN.
	****************************************
	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. -
	NO RESPONSE TO THIS REQUIRES LAST
	SUBMITTAL. - NO RESPONSE TO THIS REQUEST
	SECOND REVIEW ALSO. THIS ADDS ADDITIONAL
	TIME TO THE PLAN REVIEW AS IT CAUSES THE
	PLAN TO BE REVIEWED AS A NEW REVIEW EACH
	TIME.
	****************************************
	******COMMENTS FOR THIRD REVIEW*****
	****************************************
	1C. SHT P-6 AUXILLARY DRAINS, MINIMUM 6"
	REQUIRED FOR PD 3061SF BY HDCP PARKING
	SPACE 64, 4" SHOWN. - 8" HORIZONTAL
	REQUIRED PD'S 5866 SF TOTAL COL. 11/F.
	2C. SHT P-7 AUXILLARY DRAINS, MINIMUM 5"
	REQUIRED ON HORIZONTAL FOR S/9, S/32,
	S/33, @ 842 SF, & S/42, S/43, S/44 @
	1429 SF.
	3C. SHT P-8 AUXILLARY DRAINS, MINIMUM 5"
	REQUIRED ON HORIZONTAL FOR S/54, S/55,
	S/56 @ 1142 SF AND DOWNSTREAM, AND FOR
	S/16, S/46, S/47 @ 842 SF.
	4C. SHT P-39 RISERS S/2, S/9-S/32-S/33,
	S/42-S/43-S/44 MINIMUM 5" REQUIRED FOR
	AUXILLARY DRAINS OVER 800 SF.
	5C. SHT P-40 S/28.2 SF DOES NOT REFLECT
	SF ON SHT P-11. CORRELATE RISER AND ROOF
	LAYOUT. - AUXILLARY S/18 MINIMUM 8"
	REQUIRED. - AUXILLARY S/26 MINIMUM 6"
	REQUIRED. - AUXILLARY S/54-S/55-S/56
	SHOW 5" ON HORIZONTAL DOWNSTREAM OF
	S/55.
	6C. SHT P12 2/14 & S/18 8" REQUIRED ON
	AUXILLARY DRAIN. - S/26 6" REQUIRED ON
	AUXILLARY DRAIN. TABLE 1106.3
	7C. SUBMIT A DETAIL FOR ROOF SCUPPERS.
	SHOW HEIGHT AND WIDTH AND INDICATE
	MEASUREMENT FROM ROOF TO FLOW LINE OF
	SCUPPER AS REQUIRED BY SECTION 15-3.4.2.
	8C. SHT P-23 SANT. RISER DIAGRAM 1 & 2
	SHOWS A 4" VENT LINE THAT WAS OFFSET ON
	THE 2ND FLOOR CONTINUING ON THE 3RD THRU
	7TH FLOOR AND OFFSETTING AGAIN. PLEASE
	CLARIFY. - SANT. RISER 2 STACK VENT TO
	EXTEND AND CONNECT TO VENT LINE. SECTION
	903.1. - SANT. RISERS 6, 7, & 8 VENT
	STACK SHALL CONNECT TO THE DRAINAGE
	STACK NOT THE FIXTURE BRANCH. SECTION
	903.4. - SANT. RISER 7 UPPER PORTION OF
	OFFSET VENT REQUIRED.
	9C. SHT P-24 SANT RISERS 15, 18, 17, 19,
	VENT TO CONNECT TO DRAINAGE STACK NOT
	FIXTURE BRANCH. 903.4
	10C. SHT P-24 SANT. RISERS 17 & 19,
	(TOP), OFFSET VENTS REQUIRED. SECTION
	SECTION 915.
	11C. SHT P-24 SANT. RISERS 21 & 25 STACK
	VENT TO EXTEND AND TIE INTO VENT STACK.
	SECTION 903.1.
	12C. SANT. RISER 23 VENT STACK NOT
	REQUIRED. SANT. RISER 25 CHANGE OFFSET
	VENT TO CONNECT TO DRAINAGE STACK PER
	SECTION 903.4.
	10C. SHT P-25 SANT. RISER 28 VENT STACK
	NOT REQUIRED. - SANT. RISER 27 STACK
	VENT TO EXTEND AND TIE INTO VENT STACK.
	SECTION 903.1.
	11C. SHT P-25 SANT. RISERS 30, 31, 34.
	37 VENT STACK SHALL CONNECT TO THE
	DRAINAGE STACK, NOT THE BRANCH LINE.
	SECTION 903.4. - SANT. RISER 37 SHOWS
	THE PIPING DIRECTION AWAY FROM THE
	STACK. PLEASE CLARIFY. SECTION 104.2.1.
	12C. SANT. RISER 35 MAXIMUM 4 FU ON 2"
	WET VENT. NO PIPE SIZE SHOWN. ALL
	FLOORS. TABLE 909.3
	13C. SHT P-26 SANT. RISER 38/39 IDENTIFY
	FIXTURE ON MEZZ. LEVEL, AND A VENT IS
	REQUIRED FOR SAME FIXTURE. 901.2.1.
	14C. SHT P-26 SANT. RISERS 38/39, 40,
	41, 43, 44, 46, 47, 48/49 CONNECT VENT
	STACK TO DRAINAGE STACK AT BASE OF STACK
	PER SECTION 903.4. - SANT. RISER VENT TO
	EXTEND AND TIE INTO VENT STACK. SECTION
	903.1. - SANT. RISER 46 OFFSET VENT NOT
	REQUIRED. - SANT. 48/49 EXTEND STACK
	VENT AND CONNECT TO VENT STACK. SECTION
	903.1.
	15C. SHT P-27 SANT. RISER 81/105 OFFSET
	VENT NOT REQUIRED. - MAX 4 FU ON 2" WET
	VENT. TABLE 909.3 - ALL FLOORS. -
	CONNECT VENT STACK TO DRAINAGE STACK PER
	SECTION 903.4.
	16C. SHT P-27 SANT. RISER 79 CONNECT
	VENT STACK TO DRAINAGE STACK PER SECTION
	903.4 - STACK VENT TO CONNECT TO VENT
	STACK AT TOP OF RISER. SECTION 903.1.
	17C. SANT. RISERS 82.106 & 85 MAXIMUM 4
	FU ON 2" WET VENT. TABLE 903.3. ALL
	FLOORS.
	18C. SANT RISER 84 CONNECT VENT STACK TO
	DRAINAGE STACK NOT BRANCH LINE PER
	SECTION 903.4.
	19C. SHT P-28 ALL SANT. RISERS CONNECT
	THE VENT STACKS TO THE DRAINAGE STACKS
	PER SECTION 903.4.
	20C. SHT P-28 SANT. RISER 51/52 SHOW 3
	STACKS, BUT ONLY 2 STACK NUMBERS. PLEASE
	CLARIFY. SECTION 104.2.1. - OFFSET VENT
	SHALL CONNECT TO SOIL STACK (52) NOT
	STACK 51.
	21C. SHT P-28 SANT. RISER 53 OFFSET VENT
	REQUIRED FOR OFFSET BETWEEN MEZZ. & 2ND
	FLOOR. SECTION 915. - MAXIMUM 4 FU ON 2"
	WET VENT. TABLE 903.3.
	22C. SHT P-28 SANT. RISER 54-55-55.1
	OFFSET VENT REQUIRED BETWEEN MEZZ. LEVEL
	AND 2ND FLOOR.
	23C. SHT P-28 OFFSET VENT & VENT LINE
	ARE NOT REQUIRED.
	24C. SHT P-28 INDICATE STACK NUMBER FOR
	STACK BETWEEN RISERS 57 & 58. SECTION
	104.2.1.
	25C. SANT. RISER 57 EXTEND STACK VENT
	AND TIE INTO VENT STACK. SECTION 903.1.
	26C. SHT P-28 SANT. RISER 59 MAXIMUM 4
	FU ON 2" WET VENT. TABLE 903.3. ALL
	FLOORS.
	27C. SHT P-29 SANT. RISERS 62, 64, 66,
	71, 73, 74, 99, & 102 CONNECT THE VENT
	STACK TO THE DRAINAGE STACK PER SECTION
	903.4.
	28C. SHT P-29 SANT. RISER 73 EXTEND
	STACK VENT AND CONNECT TO VENT STACK.
	SECTION 903.4.
	29C. SHT P-29 SANT. 100 OFFSET VENT AND
	VENT LINE NOT REQUIRED. SECTION 104.2.1.
	30C. SHT P-31 SANT. RISERS 92, 95, 97/98
	CONNECT VENT STACK TO DRAINAGE STACK PER
	SECTION 903.4.
	31C. SHT P-31 SANT. RISER 93 INDICATE
	VENT SIZE. TABLE 916.1.
	32C. SHT P-31 SANT. RISER 97 EXTEND
	STACK VENT AND CONNECT TO VENT STACK.
	SECTION 903.1.
	33C. SHT P-38 A/C CLOSET IS SHOWN AS A
	PLENUM. PVC OR CPVC IS NOT ALLOWED IN
	THE PLENUM. INDICATE MATERIAL TYPE FOR
	CONDENSATE LINES IN THE PLENUM. SECTIONS
	303.2. AND 602.2.1 OF THE MECHANICAL
	CODE.
	34C. SHT P-42 WATER HEATER DIAGRAM SHOWS
	P/T TO HEATER PAN, BUT STATES 3/4" DRAIN
	TO OUTSIDE. PLEASE CLARIFY. SECTION
	104.2.1.
	35C. SHT P-1 STORM SHOWS 12" HORIZONTAL,
	THEN 10" UP TO FIRST FLOOR AT COL. LINE
	5/G. PIPING SHALL NOT BE REDUCED IN THE
	DIRECTION OF FLOW PER SECTION 704.2.
	36C. SUBMIT AN ISOMETRIC STORM DRAIN
	RISER DIAGRAM FOR THE PD DRAIN SYSTEMS
	SHOWING ALL PIPE SIZES AND SF AS IT
	ACCUMULATES IN THE SYSTEM TO REFLECT THE
	FLAT PD DRAINAGE SYSTEM. SECTION
	104.3.1.1.
	37C. SHT P-11 RISER S/8, 8" MINIMUM
	REQUIRED ON AUXILLARY. TABLE 1106.3.
	38C. SHT P-12 RISERS S/14, & S/18, 8"
	MINIMUM REQUIRED ON AUXILLARY. TABLE
	1106.3.
	39C. SHT P-12 RISER S/26, 6" MINIMUM
	REQUIRED ON AUXILLARY. TABLE 1106.3.
	40C. SHT P-12 RISERS S17, & S/17.1 DOWN
	AND DOWN AUXILLARY MISLABELED. SECTION
	104.2.1.
	41C. SHTS P13 & P14 SHOWS "THRU SCUPPER"
	PLEASE CLARIFY. POOL DECK REQUIRES
	PRIMARY AND SECONDARY ROOF DRAINS PER
	SECTIONS 1106 & 1107. SHOW THE LOCATION
	OF ALL REQUIRED DRAINS.
	42C. SHT P-32 RISER 3/4/5/6/8 DOES NOT
	REFLECT THE FLOOR PLAN. ALL VENT STACKS
	SHALL CONNECT TO THE DRAINAGE STACK PER
	SECTION 903.4.
	43C. SHTS P-33 & P-34 ALL VENT STACKS
	SHALL CONNECT TO THE DRAINAGE STACK.
	SECTION 903.4.
	44C. SHT P-35 UNIT L/W-D-2 DELETE
	AIR CHAMBERS FROM FIXTURE P-2, 2ND
	FLOOR. SECTION 604.9.
	45C. SHTS P-39 & P-40 SEE COMMENT NUMBER
	5 FROM PREVIOUS REVIEW CONCERNING
	DRAWING INDEX. SECTION 104.2.1.
	46C. SHTS P-41 & P41.1 SHOW ALL PIPE
	SIZES, AND RECHECK ADDITION ON SF. -
	DOWNSTREAM OF 8" @ 1/8"/FT 8615 SF SHOWS
	10" @ 1/8"/FT 10713 SF AND NO BRANCH
	LINES INBETWEEN. PLEASE CLARIFY. -
	DOWNSTREAM OF S/49-S/50 AUXILLARY SHOWS
	A LINE CONNECTING INTO THE STORM LINE.
	DELETE FROM SHEETS.
	47C. SHT P-42 SUMP PUMP DETAIL, PUMP AND
	WASTE LINE NOT APPROVED. OIL SHALL BE
	RECLAIMED AND RECYCLED. DELETE FROM
	DETAIL.
	48C. SHT P-42 CONDENSATE DRAIN TRAP
	DETAIL. MATERIAL TO BE USED FOR THE TRAP
	AND CONDENSATE LINE IS STATED AS PVC IN
	THE GENERAL PLUMBING NOTES #4(C). THIS
	IS NOT APPROVED IN THE PLENUM. INDICATE
	MATERIAL TO BE USED IN THE PLENUM.
	SECTION 606.2.1 (MECH).
	49C. SHT P-42 TRASH CHUTE SPECIFICATION
	#6 INDICATES A FLUSHING HEAD. AN N36
	VACUUM BREAKER IS REQUIRED AT THE
	HIGHEST POINT OF THE WATER SUPPLY. SHOW
	WATER LINE TO TRASH CHUTE ON THE WATER
	RISER DIAGRAM. SHOW PIPE SIZE AND VACUUM
	BREAKER. SECTIONS 104.3.1. & 608.13.8.
	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. -
	THIS HAS BEEN REQUESTED EACH REVIEW AND
	NO RESPONSE TO THIS REQUEST HAS BEEN
	NOTED. NO COMMENT RESPONSE AND NOT
	RETURNING THE PREVIOUS PLANS ADDS MANY
	HOURS TO THE REVIEW PROCESS AND SLOWS
	THE PERMIT PROCESS.

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

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2005-05-19			Cont ID
Sent By	kstevens			Date	2005-05-19	Time	17:31	Rev Time	43.00
Received By	kstevens			Date	2005-05-14	Time	17:00	Sent To

Notes

2005-05-19 00:00:00	DENIED
	REFERENCE: FBC-2001 PLUMBING
	FBC-2001 CHAPTER 1
	FBC-2001 CHAPTER 11
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES
	FHA-98 DESIGN MANUAL

	A) COMMENTS FROM PREVIOUS REVIEW THAT
	HAVE NOT BEEN ADDRESSED, OR NOT
	ADDRESSED PROPERLY. THE COMMENT NUMBER
	WILL REMAIN THE SAME AS THE FIRST
	REVIEW:
	1) SHTS I-1, & I-2 FIRM LICENSE NUMBER
	REQUIRED ON THE TITLE BLOCK, SIGNATURE
	REQUIRED, AND PRINTED NAME REQUIRED. FAC
	61G1-16.004(2)(5)(6), 61G1-16.003 AND FS
	481.219. - SUBMIT PROOF OF A LEGAL
	SIGNATURE IN THE FORM OF A DRIVERS
	LICENSE, VOTERS REG. CARD ECT., AND
	SUBMIT A SIGNED/SEALED/DATED NOTORIZED
	LETTER WITH YOUR LEGAL SIGNATURE FOR OUR
	FILES. (TITLE BLOCK REQD ON LETTER).
	2) SHT I-1, AN RPZ BACKFLOW, INSTALLED
	BY A LICENSED PLUMBING CONTRACTOR, IS
	REQUIRED FOR THE IRRIGATION SYSTEM. SHOW
	THE LOCATION ON THE IRRIGATION PLANS.
	SECTIONS 608.13.2 & 104.2.1.
	3) SHTS A-11 & A-12 SHT INDEX STATES
	PARTIAL 3RD-7TH FLOOR PLAN 1, BUT NOTE 5
	STATES 3RD-5TH FLOOR PLAN. PLEASE
	CLARIFY. SECTION 104.2.1.
	4) SHTS A-9 & A-15 SUBMIT CALCULATIONS
	FOR PRIMARY AND SECONDARY ROOF DRAINS
	PER SECTIONS 1106, & 1107 AND ALL
	SUBSECTIONS. SHOW SF OF EACH AREA WITH
	1/2 AREA OF ALL VERTICAL WALLS INCLUDING
	PARAPETS AND ROOF AREA FROM ABOVE THAT
	DRAINS TO THE ROOF FROM ABOVE ADDED TO
	THE SF IN THE CALCULATIONS. SHOW THE
	LOCATION OF ALL PRIMARY AND SECONDARY
	ROOF DRAINS AND THE SCUPPERS. ALSO SEE
	SHTS A-17 & A-18. THIS APPLIES TO THE
	ROOF DECK AREAS AS WELL.
	5) SHTS A-9 & A-15 SHOW THE LOCATION AND
	SIZE OF ALL SECONDARY ROOF DRAINS &
	SCUPPERS. SECTION 104.2.1.
	6) SHTS A-15 & A-16 SUBMIT CALCULATIONS
	FOR MINIMUM FACILITIES PER TABLES 1003.1
	AND 403.1. SHOW THE SF OF EACH COMMON
	AREA, AND THE TOTAL COMMON AREA IN THE
	CALCULATIONS.
	7) ARCHITECTURAL SHEETS, THE DATE
	PREPARED AND THE PRINTED NAME OF THE
	PERSON RESPONSIBLE FOR THE DOCUMENT ARE
	REQUIRED PER FAC 61G1-16.004(4)(6) AND
	FS 481.2055.
	8) SHTS A-30, A-31, & A-32 INDICATE
	SPECIFICATION "A" OR "B" FOR EACH UNIT
	OR BATHROOM AS REQUIRED ON PAGE 7.35 OF
	THE FHA DESIGN MANUAL.
	9) SHTS A-30, A-31, & A-32 SHOW THE SIZE
	OF THE OPENINGS FOR ALL COVERED WATER
	CLOSETS. MINIMUM 33" REQUIRED. SEE PAGES
	6.5 AND 6.7 OF THE FHA DESIGN MANUAL. -
	THE 18" FROM THE WALL TO THE CENTERLINE
	OF THE W/C IS AN ABSOLUTE MEASURMENT.
	SEE FIGS PAGE 6.3 & 6.5.
	10) SHT A-33 MENS AND WOMENS RESTROOMS,
	SHOW CLEAR FLOOR SPACE FOR EACH
	ACCESSIBLE FIXTURE. SECTIONS 11-4.16.2,
	11-4.19.3, & 11-4.22.3. THE TURNING AREA
	SHALL BE SHOWN IN THE TOILET ROOM, NOT
	IN THE ACCESSIBLE STALL. ALSO SHOW WATER
	CLOSET HEIGHT PER 11-4.16.3. GRAB BAR
	HEIGHT MAX. 36", SHOWN AS 48" ON DETAIL
	BEHIND W/C. SHOW FLUSH CONTROL 11-4.16.5
	SHOW URINAL HEIGHT 11-4.18.2. THE
	CENTERLINE OF THE W/C SHALL BE 18" TO
	THE WALL FROM THE CENTERLINE OF THE
	FIXTURE, NOT 20" AS SHOWN. (SEE FIG. 28)
	FOR THE LAVS SHOW KNEE CLEARANCE
	11-4.19.2, FOR THE SHOWER SHOW CONTROLS
	11-4.21.5, SHOWER UNIT 11-4.21.6, AND
	CURB HEIGHT 11-4.21.8.
	11) NOT USED
	12) SHT A-33 DETAIL #1 IN BOTH THE MEN'S
	AND WOMEN'S RESTROOMS. THE DOUBLE LAVS
	TO BE 34" IN HEIGHT AND HAVE A CLEARANCE
	OF 29". SEE FIG 31. SECTION 11-4.19.2.
	13) A DRINKING FOUNTAIN IS REQUIRED IN
	THE COMMON AREA. TABLE 403.1. SUBMIT A
	DETAIL COMPLYING WITH SECTIONS 11-4.15
	AND ALL SUBSECTIONS & 11-4.1.3(10)(A)
	FOR THOSE WHO HAVE DIFFICULTY BENDING OR
	STOOPING.
	14) SHT A-36 SHOW HEIGHT AND WIDTH OF
	SCUPPER OPENINGS ON THE DETAIL. SECTION
	104.2.1.
	15) A PROFESSIONAL ENGINEER SHALL SIGN
	HIS NAME. INITIALS ARE NOT APPROVED PER
	FBPE RULING. SUBMIT AN EXAMPLE OF THE
	ENGINEERS LEGAL SIGNATURE BY WAY OF
	DRIVERS LICENSE, VOTERS REG. ECT., AND A
	SIGNED, SEALED, DATED, NOTORIZED LETTER
	WITH TITLE BLOCK INDICATING YOUR LEGAL
	SIGNATURE FOR OUR FILES.
	61G15-23.002(1)(2) AND FS 471.025. THIS
	IS FOR ALL ENGINEERED SHEETS.
	16) ENGINEERS SHALL LEGIBLY INDICATE
	THEIR NAME, LICENSE NUMBER & CERTIFICATE
	OF AUTHORIZATION NUMBER OF THE
	ENGINEERING BUSINESS ON EACH SHEET. FAC
	61G15-23.002(2). (WHITE OUT USED ON THE
	PLANS IS NOT APPROVED PER SECTION
	104.2.1.3.
	17) SHTS P-1 & P-2 PD'S SIZING AND
	PIPING SIZING ARE NOT CORRECT FOR ALL
	PD'S. RECHECK SIZING PER TABLES 1106.2 &
	1106.3. SHOW ALL SF AND PIPE SIZES.
	(THIS HAS NOT BEEN ADDRESSED, AND NEW
	SHEETS P-1 & P-2 WERE NOT SUBMITTED).
	18) SUBMIT MANUF. SPECIFICATION SHEETS
	FOR ELEVATOR SUMP PUMPS AND THE STORM
	WATER SUMP PUMPS. PUMP INFORMATION SHALL
	SHOW THE LISTING. SECTION 303.4.
	(SUBMITTALS NOT FOUND).
	19) SHTS P-3 & P-4 PIPE SIZING NOT
	CORRECT FOR EMERGENCY ROOF DRAIN PIPING,
	(SECONDARY ROOF DRAINS). SEE TABLES
	1106.2 & 1106.3. NO SF SHOWN FOR PD'S AT
	COL. LINE 5/G-F1 AND COL. LINE 6/F-E2.
	PD BETWEEN COLS. 8.1 & 8.3 NORTH OF
	STAIRWAY #2 NOT ADDED TO THE SYSTEM.
	DOUBLE CHECK ALL PIPE SIZES AND SHOW
	ADDITION OF ALL SF AS THEY ACCUMULATE IN
	THE STORM BLDG. DRAIN. SECTION 104.2.1.
	* NEW COMMENT (ON PD LINE 8"PD
	(88185SF) NOTHING IS SHOWN ADDED TO
	10713SF) CLARIFY. - ALL PD LINES REQUIRE
	A CLEANOUT AS LINE EXITS BLDG.
	27) SHT P-5 CHECK ALL PIPE SIZING ON THE
	STORM SYSTEM AND SHOW ALL PIPE SIZES.
	SECTION 104.2.1. & TABLES 1106.2 &
	1106.3.
	34) SHT P-11AUXILLARY HORIZONTAL DRAIN
	PIPE SIZE NOT CORRECT. TABLE 1106.3. -
	NO RESPONSE NOTED. SHEET VOIDED BUT NO
	NEW SHEET SUBMITTED.
	35) THE TRASH CHUTE BEQUIRES AN "N-36"
	VACUUM BREAKER FOR BACKFLOW PROTECTION.
	SECTION 608.13.6. NO RESPONSE. SHEET
	VOIDED BUT NO NEW SHEET SUBMITTED.
	36) SHT P-12 AUXILLARY HORIZONTAL DRAIN
	PIPE TO BE SIZED PER TABLE 1106.3. NO
	RESPONSE. SHEET VOIDED BUT NO NEW SHEET
	SUBMITTED.
	37) SHTS P-13, & P-14 AUXILLARY ROOF
	DRAIN NEAR POOL SHALL NOT BE A TRIPPING
	HAZARD. PLEASE SUBMIT A DETAIL FOR S/27,
	S/28, S/29, & S/30 SECONDARY DRAINS.
	SECTION 104.2.1. NO RESPONSE NOTED. SHT
	VOIDED, BUT NO NEW SHEET SUBMITTED.
	38) SHT P-22 NO WATER SUPPLY SHOWN TO
	THE TRASH ROOM FOR THE TRASH CHUTE.
	PLEASE SHOW ON PLANS. SECTION 104.2.1.
	NO RESPONSE NOTED. SHEET VOIDED, BUT NO
	NEW SHEET SUBMITTED.
	39) SHTS P-24, P-25, P-26, P-27, & P-28
	DO NOT MEET CODE REQUIREMENTS. IN MANY
	CASES THESE ARE THE CODE ISSUES NOT
	ADDRESSED. - THESE COMMENTS NOW APPLY TO
	SHTS 23, 29, 30, & 31 AS NEW RISERS HAVE
	BEEN SUBMITTED, AND SHEET INFORMATION
	HAS CHANGED.
	A. OFFSET VENTS ARE REQUIRED WHEN
	HORIZONTAL OFFSET ARE USED. SECTION 915.
	RESPONSE NOT APPROVED. OFFSET VENTS
	SHALL BE SHOWN ON THE RISER DIAGRAMS.
	SEE SECTION 104.2.1.
	B. NO HORIZONTAL DRY VENTS. SECTION
	905.3.
	C. STACK DRAIN SHALL CONNECT DOWNSTREAM
	OF BATHROOM GROUP FIXTURES. SECTION
	909.1
	D. KITCHEN SINK SHALL NOT DRAIN THROUGH
	THE WET VENT. SECTION 909.1
	E. MAIN VENT REQUIRED AT TOP OF STACKS.
	SECTION 903.1.
	F. CLEANOUTS REQUIRED AT THE BASE OF
	EACH STACK. SECTION 708.3.4.
	G. NO HORIZONTAL BRANCH CONNECTIONS TO
	A HORIZONTAL STACK OFFSET. SECTIONS
	711.2 & 711.3.
	H. VENTING REQUIRED 901.2.1.
	I. (NEW COMMENT) 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
	J. STACK INSTALLATION 910.2
	THE RISERS ARE NOT CLEAR AS TO THEIR
	INTENT. CHECK ALL RISERS FOR CODE
	REQUIREMENTS.
	40) SHTS P-24, P-25, P-26, P-27, &P-28
	SANITARY RISER DIAGRAMS DO NOT REFLECT
	THE FLOOR PLAN. THE FIXTURES FOR THE
	MEZZANINE LEVEL ARE SHOWN ABOVE THE
	MEZZANINE LEVEL, WHEN THE PIPING WILL BE
	BELOW THE MEZZANINE LEVEL. FIXTURES FOR
	THE SECOND FLOOR ARE SHOWN ABOVE THE
	SECOND FLOOR WHEN THE PIPING WILL BE
	BELOW THE SECOND FLOOR. THE FIXTURES FOR
	THE THIRD THRU THE EIGHT FLOORS ARE
	SHOWN BELOW THE TERRACE FLOOR. THE
	PIPING SHOULD BE BELOW THE EIGHT FLOOR.
	SECTION 104.2.1. - NO RESPONSE NOTED,
	AND THIS COMMENT IS NOW FOR SHEETS P-23,
	P-29, P-30, & P-31 AS NEW RISERS HAVE
	BEEN SUBMITTED AND SHEET INFORMATION HAS
	CHANGED.
	42) SHTS P-28 & P-29 SANT. BLDG. DRAIN
	ISOMETRIC, SHOW ALL PIPE SIZES AND SHOW
	THE DFU'S AS THEY ACCUMULATE IN THE
	SYSTEM. SECTION 104.2.1. & TABLE
	710.1(1). - NO RESPONSE NOTED. PART OF
	THE BLDG DRAIN ISOMETRIC HAS BEEN
	DELETED AND THE ISOMETRIC IS INCOMPLETE.
	PLEASE SUBMIT A COMPLETE ISOMETRIC.
	43) SHT P-31 AIR CHAMBERS ARE NOT
	APPROVED. DELETE FROM ALL RISERS. WATER
	HAMMER ARRESTORS REQUIRED BY SECTION
	604.9 SHALL BE LOCATED AT ALL QUICK
	CLOSING VALVES, (W/M, ICE MAKER, & D/W),
	AND SHALL BE LOCATED NEAR THE FIXTURE.
	PDI-WH 201 AND MANUF. INSTALL. INSTRUCT.
	NO RESPONSE NOTED. WATER RISER DIAGRAMS
	HAVE CHANGED TO SHEETS P-35 & P-38.
	44) SHTS P-33 & P-34 AUXILLARY ROOF
	DRAINS ON SOME SYSTEMS ARE UNDERSIZED.
	PLEASE SIZE PIPE PER TABLE 1106.3. ROOF
	DRAINS CHANGED TO SHTS 39, 40, 41, & 42,
	AND STILL HAVE SOME AUXILLARY ROOF DRAIN
	PIPING SIZED INCORRECTLY.
	45) SHT P-35 STORM DRAIN RISER 111, SHOW
	ALL PIPE SIZES AND SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM. RECHECK ALL
	PIPE SIZES PER TABLES 1106.2 & 1106.3 AS
	SOME PIPE SIZES ARE INCORRECT. THERE ARE
	STILL SOME PIPE SIZES THAT ARE
	INCORRECT. RISER III CHANGED TO RISER II
	AND MOVED TO SHT 41.1.
	46) SHT P-36 WATER HEATER DETAIL.
	THERMAL EXPANSION CONTROL IS REQUIRED
	PER SECTION 607.3.2. PLEASE INDICATE HOW
	THIS WILL BE ACCOMPLISHED. NO RESPONSE
	NOTED.
	47) SHT P-36 GENERAL PLUMBING NOTES:
	#2 1/4"/FT FOR 2-1/2" & SMALLER PIPE.
	TABLE 704.1. INDICATE ON NOTE. NO
	RESPONSE NOTED.
	#16 AIR CHAMBERS ARE NOT APPROVED.
	DELETE SYMBOL & REFERENCE. SECTIONS
	604.9 AND 104.2.1. - NO RESPONSE NOED.
	49) SUBMIT A CONDENSATE DRAIN ISOMETRIC
	WITH ALL PIPE SIZES, LOCATION OF RISER
	CONNECTIONS, RISERS, TERMINATION POINT
	OF THE RISERS (VENTS), AND INDICATE
	WHERE THE CONDENSATE DRAINS TO THE
	OUTSIDE OF THE BUILDING. SECTION
	104.2.1.
	50) SUBMIT RISERS AND BLDG ISOMETRIC FOR
	THE EMERGENCY T&P VALVE DISCHARGE LINE
	AND EHT EMERGENCY PAN DRAIN LINE FOR THE
	WATER HEATERS. SHOW ALL PIPE SIZES FOR
	ALL PIPING. SECTIONS 104.2.1, &
	104.3.1.1.
	51) PLANS DO NOT APPEAR TO BE 100% AND
	MORE COMMENTS MAY FOLLOW ON THE NEXT
	REVIEW DEPENDING ON THE RESPONSE OF THIS
	REVIEW. - PLANS STILL ARE NOT 100% AND
	MORE COMMENTS MAY FOLLOW.
	************NEW COMMENTS************
	1B) NEW FLOOR LAYOUTS, NEW REVIEW
	2B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	SHOW CLEAR FLOOR SPACE FOR W/C'S PER
	PAGE 7.43 FHA DESIGN MANUAL. SEE MINIMUM
	CLEAR FLOOR SPACE SIZE REQUIREMENTS. -
	SHOWER CLEAR FLOOR SPACE SHALL BE
	PARALLEL AND FLUSH WITH THE CONTROL
	WALL. SEE PAGE 7.56.
	3B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	WATER CLOSETS SHALL BE 18" OFF WALL TO
	CENERLINE OF FIXTURE. SEE PAGES 6.5,
	7.43, 7.44 & 7.45. THIS IS WHEN THE W/C
	IN NEXT TO A WALL.
	4B) SHTS A27 THRU A32 ALL TYPICAL UNITS
	SHALL SHOW THE DIMENSIONS FOR THE W/C
	OPENINGS. MINIMUM 33" REQUIRED. SEE
	PAGES 7.43 THRU 7.45
	5B) SHT A1 DRAWING INDEX DOES NOT
	REFLECT DRAWING SHEETS. SECTION 104.2.1.
	6B) SHT P-3 8" PD(8393SF) TURNS INTO 8"
	PD(8818SF) IN UNIT L/W-D-1, COL. LINE 6
	THEN BACK TO 8" PD(8393SF). CLARIFY.
	SECTION 104.2.1.
	7B) MANY SHEETS ON FLOOR PLAN AND RISERS
	FOR MANY UNITS STATES "ISLEND VENT SEE
	DETAIL ON SHEET P-36 OR SHEET P-42. NO
	NEW SHT 36 SUBMITTED, AND NO SHT 42
	SUBMITTED. PLEASE CLARIFY. SECTION
	104.2.1.
	8B) SHT P-3 15" REQUIRED FOR SANITARY
	BLDG. DRAIN (3907 FU), 10" REQUIRED ON
	SANITARY BLDG. DRAIN (1507 FU) COL. LINE
	5/I, 5" MIN. (231 FU) UNIT L/W-C-1.
	TABLE 701.1(1). - STORM AND AUXILLARY
	PIPING SIZE IS NOT CORRECT IN MANY
	AREAS. CHECK PIPE SIZE PER TABLES 1106.2
	AND 1106.3.
	7B) SHT P-4 STORM DRAIN RISERS S14.2,
	S14.3, & S14.4 NO PIPING TO STORM DRAIN
	SHOWN. SECTION 104.2.1. STORM &
	AUXILLARY PIPE SIZES INCORRECT, AND SOME
	PIPE SIZES ARE NOT SHOWN. TABLES 1106.2
	& 1106.3 AND SECTION 104.2.1.
	8B) SHT P-4 UNITS L/W-E-2 & L/W-E-3
	WATER CLOSETS ARE NOT VENTED, AND
	KITCHEN SINK AND FIXTURES FROM UPPER
	FLOORS SHALL NOT DRAIN THROUGH BATHROOM
	FIXTURES. SECTIONS 901.2.1 & 909.1
	9B) THE FOLLOWING SHEETS HAVE BEEN
	VOIDED, BUT NO NEW SHEETS HAVE BEEN
	SUBMITTED. P-1, P-2, P-11 THRU P-22,
	P-32, P-36, P-37, & P-42. PLANS
	INCOMPLETE. SECTION 104.2.1.
	10B) SHT P-5 6" REQUIRED FROM PD(3080SF)
	- 6" REQUIRED FROM PD(3719SF) - 6"
	REQUIRED FROM PD(3361SF) - RISER 10, 11,
	16, 10.1, SHOW RISER DESIGNATION NUMBER
	ON PLAN. TABLE 1106.3 & SECTION 104.2.1.
	UNIT L/W-B-1 WASH MACHINE SHALL NOT
	DRAIN INTO THE WET VENT FOR THE BATHROOM
	FIXTURES. SECTION 909.1
	11B) SHT P-6 5" MINIMUM REQUIRED PD
	(2343SF), 6" REQUIRED PF(3080SF) SHOW
	PIPING FOR PD(3061SF). TABLE 1106.3 AND
	SECTION 104.2.1. - UNIT L/W-B-1 WASH
	MACHINE SHALL NOT DRAIN INTO THE WET
	VENT FOR THE BATHROOM FIXTURES. SECTION
	909.1. - RISER DIAGRAM DESIGNATION 56 IS
	POINTING TO CONDENSATE LINE, NOT SANT.
	RISER. - FLOOR PLAN DOES NOT REFLECT THE
	RISER DIAGRAM (100). SECTION 104.2.1.
	12B) SHT P-7 6" REQUIRED ON AUXILLARY
	DRAIN LINES AT RISERS S/28, & S/29. 5"
	REQUIRED ON AUXILLARY DRAIN LINE BETWEEN
	COL. LINES 5 & 7/D & C. 8" REQUIRED ON
	AUXILLARY DRAINS S/8 & S/12. SHOW RISERS
	70 & 98 LOCATIONS ON FLOOR PLAN. - PIPE
	SIZES NOT SHOWN FOR ROOF DRAINS, PRIMARY
	AND SECONDARY FOR COMMON PATIO AND
	PRIVATE LANAI AREAS. SECTION 104.2.1 AND
	TABLE 1106.3. - UNITS C-3L MAX. 4 FU ON
	2" WET VENT TABLE 909.3.
	13B) SHT P-8 6" REQUIRED ON AUXILLARY
	DRAINS S/26 & S/29. 8" REQUIRED ON
	AUXILLARY DRAINS S/14, & S/18. SHOW ALL
	PIPE SIZES FOR ROOM PRIMARY & SECONDARY
	DRAINS AT COMMON PATIO AND PRIVATE LANAI
	AREAS. TABLES 1106.2 & 1106.3.
	14B) SHT P-10 UNIT C-3L MAX. 4 FU ON 2"
	WET VENT. TABLE 909.3 - BLDG DRAIN
	ISOMETRIC ON VOID SHT P-28 HAS BEEN
	DELETED. NEW SHEET DO NOT HAVE ALL THE
	BLDG. DRAIN ISOMETRIC SHOWN AND IS
	INCOMPLETE. SUBMIT A COMPLETE BLDG.
	DRAIN ISOMETRIC AS REQUIRED IN SECTION
	104.3.1.1. SHOW ALL PIPE SIZES,
	CLEANOUTS, RISERS ECT. SECTION 104.2.1.
	15B) SHT P-23 RISERS INDICATE TYPICAL
	3RD THRU 8TH FLOORS, BUT 3RD THRU 7TH
	FLOORS ARE DIFFERENT FROM 8TH FLOOR AS
	THE 8TH FLOOR SHOWS THE REVENTING. THIS
	IS NOT TYPICAL ON 3RD THRU 7TH FLOORS.
	SECTION 104.2.1.
	16B) ALL RISERS THAT SHOW RELIEF VENTS,
	RELEIF VENTS ARE ONLY REQUIRED IN SOIL &
	WASTE STACKS IN BUILDINGS HAVING MORE
	THAN 10 BRANCH INTERVALS. THESE ARE NOT
	REQUIRED. PLEASE DELETE FROM RISERS.
	SECTIONS 104.2.1 & 914.1.
	17B) SHT P-23 RISER 3,4,5,6 DOES NOT
	REFLECT THE FLOOR PLAN. SHT P-3 SHOWS
	RISER 6 CONNECTING TO RISER 345 ON THE
	FIRST FLOOR NOT AT THE MEZZ. LEVEL AS
	SHOWN ON THE RISER. SECTION 104.2.1. -
	SHT P-5 SHOWS ONLY RISER #8 WITH RISERS
	3,4,5,6 CONNECTING TO THIS RISER.
	CORRELATE RISERS AND FLOOR PLAN.
	18B) SHT P-23 RISER #7 DOES NOT REFLECT
	FLOOR PLAN ON SHT P-5 AT LAV. - RISER
	#10/11/10.1 STARTS OFF ON THE FLOOR PLAN
	SHT P-3 AS RISER 10/11/16, THEN CHANGES
	TO 10/11/10.1. PLEASE CLARIFY. WHY WAS
	10.1 NOT SHOWN AT BASE OF RISER, & WHY
	WAS RISER 16 NOT INDICATED ON SHT P-5 OR
	ON SHT P-23 RISER DESIGNATION? SECTION
	104.2.1.
	19B) SHT P-23 RISER 16 SHOWS NOTHING, &
	STOPS AT 2ND FLOOR. PLEASE CLARIFY.
	RISER 10/11/16/10.1 SHOWS VENT RISER #7.
	PLEASE CLARIFY. RISER DOES NOT REFLECT
	FLOOR PLAN AT RISER 10 ON THE 2ND FLOOR.
	CORRELATE RISER AND FLOOR PLAN. SECTION
	104.2.1.
	20B) TITLE BLOCK ON SOME SHEETS HAS
	WHITE OUT ON THEM AND THIS IS NOT
	APPROVED. SECTION 104.2.1.3
	21B) SHTS P-23, P-24, P-25, P-26, P-27,
	P-29, P-30, & P-31 CHECK ALL RISERS FOR
	COMPLIANCE WITH SECTIONS 903.1, 903.4,
	915, MAKE SURE THEY REFLECT THE FLOOR
	PLAN, 909.1, 909.3, RELIEF VENTS NOT
	REQUIRED 914, 905.3, 708.3.4, 711.2,
	711.3, 901.2.1. 910.2 AS THERE ARE
	NUMEROUS CODE VIOLATIONS AND ALL RISERS
	HAVE NOT BEEN CHECKED ON REVIEW. PLANS
	ARE MISSING FLOOR PLAN FOR NUMEROUS
	RISERS AND CAN NOT BE CHECKED TO SEE IF
	THEY REFLECT THE FLOOR PLAN. THESE WILL
	ALL BE CHECKED NEXT SUBMITTAL.
	22B) SHT P-34 W/C NOT VENTED AT UNITS
	L/W-E-2 & L/W-E-3 AND RISERS 96, 97,
	97.1, & 98 AND KITCHEN SINKS SHALL NOT
	DRAIN THROUGH THE WET VENT OF THE
	BATHROOM FIXTURES. 909.1
	23B) SHT P-35 SHOW ALL PIPE SIZES,
	DELETE AIR CHAMBERS, & SHOW ALL WATER
	HAMMER ARRESTORS REQUIRED BY SECTION
	604.9. SECTION 104.2.1.
	24B) SHT P-38 AIR CHAMBERS NOT APPROVED.
	DELETE FROM MENS AND WOMENS TOILET ROOMS
	ON ROOF TERRACE LEVEL. 604.9
	25B) SHTS P-39, P-40, P-41, & P-41.1,
	CHECK ALL AUXILLARY DRAINS FOR CORRECT
	SIZE. TABLE 1106.3 @ 4.5"/HR.
	****************************************
	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. -
	NO RESPONSE TO THIS REQUIRES LAST
	SUBMITTAL.

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

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2004-12-06			Cont ID
Sent By	kstevens			Date	2004-12-06	Time	09:36	Rev Time	33.00
Received By	kstevens			Date	2004-11-29	Time	18:50	Sent To

Notes

2004-12-06 00:00:00	DENIED
	REFERENCE: FBC-2001 PLUMBING
	FBC-2001 CHAPTER 1
	FBC-2001 CHAPTER 11
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES
	FHA-98 DISIGN MANUAL

	1) SHTS I-1 & I-2 FIRM LICENSE NUMBER
	REQUIRED ON THE TITLE BLOCK, SIGNATURE
	REQUIRED, AND PRINTED NAME REQUIRED.
	FAC
	61G1-16.004(2)(5)(6, 61G1-16.003 AND FS
	481.219. - SUBMIT PROOF OF LEGAL
	SIGNATURE IN THE FORM OF A DRIVERS
	LICENSE, VOTERS REG. CARD ECT., AND
	SUBMIT A SIGNED/SEALED/DATED NOTORIZED
	LETTER WITH YOUR LEGAL SIGNATURE FOR
	OUR
	FILES.
	2)SHT I-1, AN RPZ BACKFLOW, INSTALLED
	BY
	A LICENSED PLUMBING CONTRACTOR IS
	REQUIRED FOR THE IRRIGATION SYSTEM.
	SHOW
	LOCATION ON PLANS. SECTIONS 608.13.2
	AND
	104.2.1
	3) SHTS A-11 & A-12 SHT INDEX STATES
	PARITAL 3RD-7TH FLOOR PLAN 1, BUT NOTE
	5
	STATES 3RD-5TH FLOOR PLAN. PLEASE
	CLARIFY. SECTION 104.2.1
	4) SHTS A-9, A-15 SUBMIT CALCULATIONS
	FOR PRIMARY AND SECONDARY ROOF DRAINS
	PER SECTIONS 1106, AND 1107 AND ALL SUB
	SECTIONS. SHOW SF OF EACH AREA WITH 1/2
	AREA OF ALL VERTICAL WALLS INCLUDING
	PARAPETS AND ROOF AREA FROM ABOVE THAT
	DRAINS ON TO THE ROOF ADDED TO THE
	CALCULATIONS. SHOW THE LOCATION OF ALL
	PRIMARY AND SECONDARY ROOF DRAINS AND
	THE SCUPPERS. ALSO SEE SHTS A-17 &
	A-18.
	THIS APPLIES TO THE ROOF DECK AREAS.
	5) SHTS A-9 & A-15 SHOW THE LOCATION
	AND
	SIZE OF ALL SECONDARY ROOF DRAINS AND
	THE SCUPPERS. SECTION 104.2.1.
	6) SHTS A-15 & A-16 SUBMIT CALCULATIONS
	FOR MINIMUM FACILITIES PER TABLES
	1003.1
	AND 403.1. SHOW THE SF OF EACH COMMON
	AREA AND TOTAL COMMON AREA IN
	CALCULATIONS.
	7) ARCHITECTURAL SHEETS, THE DATE
	PREPARED AND THE PRINTED NAME OF THE
	PERSON RESPONSIBLE FOR THE DOCUMENT ARE
	REQUIRED PER FAC 61G1-16.004(4)(6) AND
	FS 481.2055
	8) SHTS A30, A-31, & A-32 INDICATE
	SPECIFICATION "A" OR "B" FOR EACH UNIT
	OR BATHROOM AS REQUIRED ON PAGE 7.35
	FHA
	DESIGN MANUAL.
	9) SHTS A30, A-31, & A-32 SHOW THE SIZE
	OF THE OPENINGS FOR ALL COVERED WATER
	CLOSETS. MINIMUM 33" REQUIRED. SEE
	PAGES
	6.5 AND 6.7 FHA DESIGN MANUAL. - THE
	18"
	FROM THE WALL TO THE CENTERLINE OF THE
	W/C IS AN ABSOLUTE MEASURMENT. SEE
	FIGS.
	PAGE 6.3 AND 6.5
	10) SHT A33 MENS & WOMENS RESTROOMS,
	SHOW CLEAR FLOOR SPACE FOR EACH
	ACCESSIBLE FIXTURE. SECTIONS 11-4.16.2,
	11-4.19.E, & 11-4.22.3. THE TURNING
	AREA
	SHALL BE SHOWN IN THE TOILET ROOM, NOT
	IN THE ACCESSIBLE STALL. ALSO SHOW
	WATER
	CLOSED HEIGHT 11-4.16.3. GRAB HEIGHT
	MAX
	36". SHOWN AS 48" ON DETAIL BEHIND W/C.
	SHOW FLUSH CONTROL 11-4.16.5. SHOW
	URINAL HEIGHT 11-4.18.2. THE CENTERLINE
	OF THE W/C SHALL BE 18" TO THE WALL,
	NOT
	20" AS SHOWN. (SEE FIG 28). FOR THE
	LAVS
	SHOW KNEE CLEARANCE 11-4.19.2, FOR THE
	SHOWER SHOW CONTROLS 11-4.21.5, SHOWER
	UNIT 11-4.21.6, AND CURB 11-4.21.8.
	12) SHT A33 DETAIL #1 IN BOTH MENS AND
	WOMENS RESTROOM. THE DOUBLE LAVS TO BE
	34" IN HEIGHT AND HAVE A CLEARANCE OF
	29". SEE FIG 31 - SECTION 11-4.19.2
	13) A DRINKING FOUNTAIN IS REQUIRED IN
	THE COMMON AREA. SUBMIT A DETAIL
	COMPLYING WITH SECTION 11-4.15 AND ALL
	SUBSECTIONS & 11-4.1.3(10)(A) FOR THOSE
	WHO HAVE DIFFICULTY BENDING OR
	STOOPING.
	14) SHT A36 SHOW HEIGHT AND WIDTH OF
	SCUPPER OPENINGS ON THE DETAIL.
	15) A PROFESSIONAL ENGINEER SHALL SIGN
	HIS NAME. INITIALS ARE NOT APPROVED PER
	THE RULING BY FBPE. SUBMIT AN EXAMPLE
	OF
	THE ENGINEERS LEGAL SIGNATURE BY WAY OF
	DRIVERS LICENSE, VOTERS REG. ECT, AND A
	SIGNED SEALED NOTORIZED LETTER
	INDICATING YOUR LEGAL SIGNATURE FOR OUR
	FILES. FAC 61G15.23.002(1)(2) AND FS
	471.025. - THIS IS FOR ALL ENGINEERED
	SHEETS.
	16) ENGINEERS SHALL LEGIBLY INDICATE
	THEIR NAME, LICENSE NUMBER AND
	CERTIFICATE OF AUTHORIZATION NUMBER OF
	THE ENGINEERING BUSINESS ON EACH SHEET.
	FAC 61G15-23.002(2)
	17) SHTS P-1 & P-2 PD'S SIZING AND
	PIPING SIZING NOT CORRECT FOR ALL PD'S.
	RECHECK SIZING PER TABLES 1106.2 &
	1106.3 - SHOW ALL SF AND PIPE SIZES.
	18) SUBMIT MANUF. SPECIFICATION SHEETS
	FOR ELEVATOR SUMP PUMPS AND THE STORM
	WATER SUMP PUMPS. PUMPS INFORMATION
	SHALL SHOW LISTING. SECTION 303.4
	19) SHTS P-3, & P-4 STORM PIPE SIZING
	NOT CORRECT AS WELL AS THE EMERGENCY
	ROOF DRAIN PIPING (SECONDARY ROOF
	DRAINS). SEE TABLES 1106.2 & 1106.3. NO
	SF SHOWN FOR PD'S AT COL. LINE 5/G-F1
	AND COL. LINE 6/F-E2. PD BETWEEN COLS.
	8.1 & 8.3 NORTH OF STAIRWAY #2 NO ADDED
	TO THE SYSTEM. DOUBLE CHECK ALL PIPE
	SIZES AND SHOW ADDITION OF ALL SF AS
	THEY ACCUMULATE IN THE STORM BLDG
	DRAIN.
	SECTION 104.2.1.
	20) SHT P-3 MANY UNITS INDICATE 1-1/2"
	TRAP FOR THE W/M. MINIMUM 2" TRAP
	REQUIRED. TABLE 709.1
	21) SHT P-3 UNIT L/W-B-1 SHOWS 2" 2FU
	FROM KIT. SINK, BUT CHANGES TO 4" 91 FU
	DOWNSTREAM. PLEASE CLARIFY. SECTION
	104.2.1.
	22) SHT P-4 STORM RISER DIAGRAM, SF FOR
	PD AT COL. LINES 10/C2, 12/C2, 11/E2, &
	TRASH ROOM BY STAIR #3 NOT SHOWN.
	PLEASE
	INDICATE SF FOR EACH PER TABLES 1106.2
	AND 1106.3. SECTION 104.2.1
	23) SHT P-4 UNITS L/W-E-2 & L/W-E-3
	FITTING NOT INSTALLED PER SECTION
	706.3.
	EACH UNIT SHOWS 76 FU, BUT FLOOR PLAN
	SHOWS 2 RISERS EACH UNIT ONE WITH 68 FU
	AND THE OTHER WITH 76 FT. PLEASE
	CLARIFY
	24) SHT P-4 MOST W/M'S SHOW 1-1/2"
	TRAPS
	BUT TABLE 709.1 REQUIRES 2" TRAPS.
	25) SHT P-4 UNABLE TO FIND SOME RISERS
	SHOWN ON THE FLOOR PLAN. PLEASE SUBMIT
	A
	SANT. RISER DIAGRAM FOR EACH RISER
	SHOWN
	ON THE FLOOR PLAN. SECTIONS 104.2.1 AND
	104.3.1.1
	26) ALL AAV'S INSTALLED BELOW THE 5TH
	FLOOR SHALL HAVE A RELIEF VENT
	INSTALLED
	PER SECTION 607.3.2. (SHOW ON THE SANT.
	RISER DIAGRAM).
	27) SHT P-5 CHECK ALL PIPE SIZING ON
	THE
	STORM SYSTEM AND SHOW ALL PIPE SIZES.
	SECTION 104.2.1 AND TABLES 1106.2 AND
	1106.3.
	28) SHT P-5 UNIT L/W-B-4 W/C NOT
	VENTED,
	AND UNIT L/W-B-5 W/C AND TUB NOT
	VENTED.
	SECTION 902.1.
	29) SHT P-6 RECHECK ALL PIPE SIZES AND
	SHOW ALL PIPE SIZES ON PLANS. - UNITS
	L/W-B-4 AND L/W-A-1 W/C'S ARE NOT
	VENTED. SECTION 902.1.
	30) ALL SHTS ALL AAV'S 4TH FLOOR AND
	BELOW REQUIRE A RELIEF VENT. SECTION
	607.3.2. SHOW ON FLOOR PLAN AND SANT.
	RISER DIAGRAM. SECTION 607.3.2.
	31) SHT P-8 UNIT C-5 W/C NOT VENTED 2ND
	BATH. SECTION 902.1 - SHOW ALL STORM
	PIPING SIZES. UNIT C-4L BATHROOM GROUP
	CONNECTED TO VENT STACK. SHALL BE
	CONNECTED TO DRAIN STACK. - STORM AT
	COL
	10 BY THE M/B UNIT B-4 IS INCORRECTLY
	IDENTIFIED. SECTION 104.2.1.
	32) SHT P-9 UNITS C-5 BATHROOM EITH
	SIDE
	OF STAIRWAY #2, W/C'S NOT VENTED AND
	LAVS/TUBS ARE CONNECTED TO THE VENT
	LINE
	NOT THE DRAIN STACK AS REQUIRED.
	33) SHT P-10 UNITS C-5, C-6L &D-1A, W/C
	NOT VENTED SECTION 902.1. LAV/TUB
	CONNECTED TO THE VENT STACK, NOT THE
	WASTE STACK AS REQUIRED.
	34) SHT P-11 AUXILLORY HORIZONTAL DRAIN
	PIPE SIZE NO SIZED CORRECTLY. TABLE
	11106.3.
	35) THE TRASH CHUTE REQUIRES AN "N36"
	VACUUM BREAKER FOR BACKFLOW PROTECTION.
	SECTION 608.13.6.
	36) SHT P-12 AUXILLARY HORIZONTAL DRAIN
	PIPE SIZE PER 1106.3.
	37) SHTS P-13, & P-14 AUXILLARY ROOF
	DRAIN NEAR POOL CAN NOT BE A TRIPPING
	HAZARD. PLEASE SUBMIT A DETAIL FOR S/27,
	S/28, S/29, & S/30 SECONDARY DRAINS.
	SECTION 104.2.1.
	38) SHT P-22 NO WATER SUPPLY SHOWN TO
	THE TRASH ROOM FOR THE TRASH CHUTE.
	PLEASE SHOW ON PLANS. SECTION 104.2.1
	39) SHTS P-24, P-25, P-26, P-27, & P-28
	DO NOT MEET CODE REQUIREMENTS. IN MANY
	CASES THESE ARE THE CODE ISSUES NOT
	ADDRESSED.
	A) OFFSET VENTS ARE REQUIRED WHEN
	HORIZONTAL OFFSETS ARE USED. SECTION
	915
	B) NO HORIZ. DRY VENTS. SECTION 905.3
	C) STACK DRAIN SHALL CONNECT DOWNSTREAM
	OF THE BATHROOM GROUP FIXTURES. SECTION
	909.1
	D) KITCHEN SINK SHALL NOT DRAIN THROUGH
	THE WET VENT. SECTION 909.1.
	E) MAIN VENT REQUIRED AT TOP OF STACKS.
	SECTION 903.1.
	F) CLEANOUTS REQUIRED AT THE BASE OF
	EACH STACK. SECTION 708.3.4.
	G) HORIZONTAL BRANCH CONNECTION TO A
	HORIZONTAL STACK OFFSET. SECTIONS 711.2
	& 711.3.
	H) VENTING REQUIRED 901.2.1
	I) STACK INSTALLATION 910.2
	THE RISERS ARE NOT CLEAR TO THEIR INTENT
	AND THE USE OF TEE FITTINGS AS SHOWN ON
	THE RISERS ARE NOT APPROVED. (BULL HEAD
	TEES ARE SHOWN WHERE THE SEWAGE IS NOT
	DIRECTED IN THE DIRECT OF FLOW. CHECK
	ALL RISERS FOR CODE REQUIREMENTS.
	40) SHTS P-24, P-25, P-26, P-27, 7 P-28.
	SANITARY RISER DIAGRAMS DO NOT REFLECT
	THE FLOOR PLAN. THE FIXTURES FOR THE
	MEZZANINE LEVEL ARE SHOWN ABOVE THE
	MEZZANINE LEVEL WHEN THE PIPING WILL BE
	BELOW THE MEZZANINE LEVEL. FIXTURES FOR
	THE SECOND FLOOR ARE SHOWN ABOVE THE
	SECOND FLOOR WHEN THE PIPING WILL BE
	UNDER THE SECOND FLOOR. THE FIXTURES FOR
	THE THIRD THRU THE EIGHT FLOOR ARE SHOWN
	BELOW THE TERRACE FLOOR. SHOULD BE BELOW
	THE EIGHT FLOOR. SECTION 104.2.1
	41) NO INFORMATION CAN BE READ ON THE
	ENGINEER'S SEAL. THE SEAL SHALL BE AN
	IMPRESSION TYPE THAT IMPARTS THE
	REQUIRED INFORMATION ON THE PLANS. FAC
	61G15-23.001(1) & FS 471.025
	42) SHTS P-28 & P-29 SANT. BLDG. DRAIN
	ISOMETRIC, SHOW ALL PIPE SIZES AND SHOW
	THE DFU'S AS THEY ACCUMULATE IN THE
	SYSTEM. SECTION 104.2.1 & TABLE
	710.1(1)
	43) SHT P-31 AIR CHAMBERS ARE NOT
	APPROVED. DELETE FROM ALL RISERS. WATER
	HAMMER ARRESTORS REQUIRED BY SECTION
	604.9 SHALL BE LOCATED AT ALL QUICK
	CLOSING VALVES, (W/M, ICE MAKER, AND
	DISH WASHER), AND SHALL BE LOCATED NEAR
	THE FIXTURE. PDI-WH 201 & MANUF.
	INSTALLATION INSTRUCTIONS.
	44) SHTS P-33 & P-34 AUXILLARY ROOF
	DRAINS ON SOME SYSTEMS ARE UNDERSIZED.
	PLEASE SIZE PER TABLE 1106.3.
	45) SHT P-35 STORM DRAIN RISER III, SHOW
	ALL PIPE SIZES AND SQUARE FOOTAGE AS IT
	ACCUMULATES IN THE SYSTEM. RECHECK ALL
	PIPE SIZES PER TABLES 1106.2 & 1106.3 AS
	SOME PIPE SIZES ARE NOT CORRECT.
	46) SHT P-36 WATER HEATER DETAIL.
	THERMAL EXPANSION CONTROL IS REQUIRED
	PER SECTION 607.3.2. PLEASE INDICATE HOW
	THIS WILL BE ACCOMPLISHED.
	47) SHT P-36 GENERAL PLUMBING NOTES:
	#2 1/4" FOR 2-1/2" & SMALLER PIPE.
	TABLE 704.1 INDICATE ON NOTE.
	#16 AIR CHAMBERS ARE NOT APPROVED.
	DELETE SYMBOL & REFERENCE. SECTIONS
	604.9 AND 104.2.1.
	48) SUBMIT A WATER RISER DIAGRAM IN
	ISOMETRIC FORM FOR THE BLDG WATER PIPING
	SHOWING ALL PIPE SIZES, VALVES, WATER
	HAMMER ARRESTORS, AND LOCATION OF ALL
	RISER CONNECTIONS TO THE DISTRIBUTION
	PIPING.
	49) SUBMIT A CONDENSATE DRAIN ISOMETRIC
	WITH ALL PIPE SIZES, LOCATION OF RISER
	CONNECTIONS, RISERS, TERMINATION POINT
	OF THE RISERS (VENTS), AND INDICATE
	WHERE THE CONDENSATE DRAINS TO OUTSIDE
	OF THE BUILDING. SECTION 104.2.1.
	50) SUBMIT RISERS AND BLDG ISOMETRIC FOR
	THE EMERGENCY T&P VALVE DISCHARGE LINE
	AND THE EMERGENCY PAN DRAIN LINE FOR THE
	WATER HEATER. SHOW ALL PIPE SIZE FOR ALL
	PIPING. SECTIONS 104.2.1 & 104.3.1.1.
	51) PLANS DO NOT APPEAR TO BE 100% AND
	MORE COMMENTS MAY FOLLOW ON THE NEXT
	REVIEW DEPENDING ON THE RESPONSE OF THIS
	REVIEW.

	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	4	Status	P	Date	2005-08-31			Cont ID
Sent By	aaponte			Date	2005-08-31	Time	16:40	Rev Time	0.00
Received By	aaponte			Date	2005-08-31	Time	16:39	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	2005-07-26			Cont ID
Sent By	aaponte			Date	2005-07-26	Time	12:36	Rev Time	0.00
Received By	aaponte			Date	2005-07-26	Time	12:36	Sent To

Notes

2005-07-26 00:00:00	1.PARKING RAMP TO ACCESS SECOND LEVEL OF
	PARKING SHALL BE 12 FEET CLEAR ON EACH
	DIRECTION.
	2. ALLEY SHALL BE 20 FEET CLEAR TO
	ACCESS PARKING ENTRANCE.
	3. PLEASE REVISE CALCULATION OF OPEN
	SPACE. TOTAL AMOUNT PROVIDED IS 3,796SF
	AND REQUIRED AMOUNT IS 4,288SF.
	4. PLEASE DEFINE THE TYPE OF UNITS
	PROVIDED ON THE FIRST FLOOR. RESIDENTIAL
	USES REQUIRE TO BE 18 INCHES ABOVE
	GRADE; LIVE/WORK TYPE MUST BE AT GRADE.
	5.PLEASE PROVIDE A SAMPLE FOR THE WINDOW
	TINTING.

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2005-05-12			Cont ID
Sent By	aaponte			Date	2005-05-11	Time	16:54	Rev Time	0.00
Received By	aaponte			Date	2005-05-11	Time	16:54	Sent To

Notes

2005-05-12 00:00:00	1. LOADING DOCK IS LOCATED ON A DEAD END
	ALLEY. PLEASE PROVIDE ALTERNATIVE EXIT
	OR WIDEN THE ALLEY FOR A TWO TRAFFIC
	WAY.
	2. SIDEWALK ON ROSEMARY AVENUE SHALL BE
	MINIMUM 8 FEET WIDE.
	3. ENTRY DOORS FOR UNITS AT THE SOUTH
	SIDE OF THE OPEN SPACE SHALL BE MODIFIED
	TO FACE THE OPEN SPACE.
	4. PLEASE PROVIDE A TABLE TO CONFIRM
	COMPLIANCE WITH 15% LANDSCAPE
	REQUIREMENT FOR THE ROOFTOP TERRACE.
	5. TREES PLANTED ON ROSEMARY AVENUE
	SHALL BE CONSISTENT WITH EXISTING TREES
	ON THE SAME STREET. RECOMMENDED SPECIE:
	CATHEDRAL OR HIGH RISE LIVE OAK.
	6. BANYAN BOULEVARD SHALL PROVIDE SHADE
	TREES ALONG THE SIDEWALK. RECOMMENDED
	SPECIE: DAHOON HOLLY.
	7.PLEASE DEFINE WHAT TYPE OF UNITS ARE
	YOU LOCATING ON THE FIRST FLOOR
	(RESIDENTIAL OR LIVE/WORK).
	8. PLEASE SHOW ACCESIBLE ROUTE FROM THE
	PARKING GARAGE FOR THE TWO UNITS ON THE
	SOUTH SIDE OF ROSEMARY AVENUE.
	9.LIVE/WORK TYPE UNITS MUST HAVE A
	HANDICAP ADAPTABLE RESTROOM ON THE FIRST
	FLOOR (ACCORDING TO THE FLORIDA BUILDING
	CODE).
	10. ENTRANCE DOOR FOR LIVE/WORK TYPE
	UNITS MUST BE MINIMUM 3 FEET.
	11.ARCHITECTURAL DESIGN GUIDELINES:
	- FIRST FLOOR WINDOWS SHALL HAVE A KICK
	PLATE BETWEEN 18 AND 42 INCHES MINIMUM.
	- ARCHES ON THE TOP FLOOR ARE NOT
	CONSISTENT WITH THE OVERALL BUILDING
	DESIGN. PLEASE MODIFY AND ENHANCE THE
	TREATMENT OF THE BUILDING TOP.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2004-11-24			Cont ID
Sent By	aaponte			Date	2004-11-24	Time	08:47	Rev Time	0.00
Received By	aaponte			Date	2004-11-24	Time	08:47	Sent To

Notes

2004-11-24 00:00:00	1. FIRST FLOOR IS EXCEEDING THE MAXIMUM
	20 FEET FROM FINISHED FLOOR TO FINISHED
	FLOOR ALLOWED BY ART. IV SECTION 94-113
	(A)(6). PLEASE MODIFY DIMENSION OR
	PROCEED FOR DAC VARIANCE.
	2.PLEASE CONFIRM MEZZANINES ARE IN
	COMPLIANCE WITH PEMISSIBLE PERCENTAGE OF
	FLOOR AREA ACCORDING WITH THE CITY'S
	BUILDING CODE.
	3.PLEASE REVISE LOCATION OF PROPERTY ON
	SITE PLAN AND LANDSCAPE DRAWING TO
	CONFIRM COMPLIANCE WITH MAXIMUM 5 FEET
	SETBACK; AND OVERHANG OF BALCONIES ON
	ROW.
	4.SIDEWALK SHALL BE A MINIMUM OF 8 FEET.
	PLEASE CONFIRM COMPLIANCE WITH THIS
	REQUIREMENT.
	5.PLEASE PROVIDE A TABLE TO SPEFIFY THE
	NUMBER OF RESIDENTIAL UNITS AND THE
	NUMBER OF PARKING SPACES PROVIDED.
	6. TRAVEL LANES IN PARKING GARAGE SHALL
	BE 24 FEET WIDE MINIMUM.
	7. NORTH ELEVATION WAS NOT INCLUDED WITH
	SUBMITTED DRAWINGS.
	8.PLEASE PROVIDE A TABLE TO CONFIRM
	COMPLIANCE WITH OPEN SPACE REQUIREMENT.
	9.OPEN SPACE SHALL BE DESIGN ACCORDING
	WITH OPEN SPACE DESIGN GUIDELINE; AND
	SHALL INCLUDE SEATING AREA FOR THE
	PUBLIC, LIGHTING AND AT LEAST ONE
	DRINKING FOUNTAIN.
	10.PLEASE PROVIDE A TABLE TO CONFIRM
	COMPLIANCE WITH 15% LANDSCAPE
	REQUIREMENT FOR THE ROOFTOP TERRACE.
	11.ON ROOFTOP TERRACE, CLIMATE
	CONTROLLED STRUCTURES ARE LIMITED TO THE
	MINIMUM AREA NECESSARY TO ACCOMODATE
	STRUCTURES THAT ARE SECONDARY AND
	INCIDENTAL TO THE PRIMARY ROOFTOP
	AMENITY.
	11. TREES PLANTED ON ROSEMARY AVENUE
	SHALL BE CONISTENT WITH EXISTING TREES
	ON THE SAME STREET. RECOMMENDED SPECIE:
	CATHEDRAL OR HIGH RISE LIVE OAK.
	12. BANYAN BOULEVARD SHALL PROVIDE SHADE
	TREES ALONG THE SIDEWAK. RECOMMENDED
	SPECIE: DAHOON HOLLY.
	13.ARCHITECTURAL DESIGN GUIDELINES:
	- DOOR OR WINDOWS SHALL BE CENTERED WITH
	THE ASSOCIATED BALCONY.
	- FISR FLOOR WINDOWS SHALL HAVE A KICK
	PLATE BETWEEN 18 AND 42 INCHES MINIMUM.
	- ARCHES ON THE TOP FLOOR ARE NOT
	CONSISTENT WITH THE OVERALL BUILDING
	DESIGN.
	- CANTILEVERED BALCONIES SHALL EXTEND NO
	MORE THAN 3 FEET FROM THE BUILDING
	FACADE AND SHALL BE VISIBLY SUPPORTED BY
	BRACKETS.
	- ALL WINDOWS SHALL BE OPERABLE AS HUNG
	OR CASEMENT.