Plan Review Details - Permit 17050836
Plan Review Stops For Permit 17050836
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2017-06-23 Cont ID  
Sent By jwitmer Date 2017-06-23 Time 16:58 Rev Time 0.00
Received By jwitmer Date 2017-06-23 Time 14:39 Sent To  
Notes
2017-06-23 16:17:032014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17050836
 ADD: 1821 PALM BCH. LAKES BLVD. SUITE: A-08
 CONT: ANDERSON MOORE
 TEL: 561-308-1590/ ADRIENE WOOD
 E-MAIL:[email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: FRI. JUNE 23/ 2017
 ACTION: BUILDING PROVIDO
  
 1: PLEASE PROVIDE PRODUCT APPROVALS FOR THE NEW
 OPENINGS, COMPONENTS AND CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & CL)
 BUILDING PROVISO/ DEFERRED SUBMITTAL ADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005, RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY
 OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
  
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 2) BUILDING PROVISO: PLEASE IDENTIFY ON THE PRODUCT
 APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. IDENTIFY
 GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014
 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL
 BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 3) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) BUILDING PROVISO: WELDED OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING/ 2014 FBC-B 2204.2 BOLTING.
  
 JAMES A. WITMER BN, PX, CBO/ TEL: 561-805-6715/ E-MAIL:
 [email protected]
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-05-31 Cont ID  
Sent By jwitmer Date 2017-05-31 Time 07:25 Rev Time 0.00
Received By jwitmer Date 2017-05-30 Time 16:02 Sent To  
Notes
2017-05-31 07:25:022014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17050836
 ADD: 1821 PALM BCH. LAKES BLVD. SUITE: A-08
 CONT: ANDERSON MOORE
 TEL: 561-373-3902
 TEL: 772-532-6523 BILL DUFFY
 E-MAIL: ???????? WE CONTACT BY E-MAIL!!!
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. MAY 31/ 2017
 ACTION: DENIED
  
 1) THE PERMIT VALUATION IT APPEARS MAY HAVE DROPPED A
 DIGIT EMBARRASSING LOW. 21,508 SQ. FT. INTO $65,000.00
 DOLLARS FIGURES $3.02 DOLLARS A SQUARE FOOT.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 108.3* BUILDING PERMIT VALUATION. IF, IN
 THE OPINION OF THE BUILDING OFFICIAL, THE CLAIMED
 VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 2) 2014 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING. CREATION OR
 EXTENSION OF NONCONFORMITY. ALL NEW WORK,
 RE-CONFIGURATION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 RE-CONFIGURATION OF SPACE IS BEING MADE WITH REGARD TO
 ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS
 OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR
 ELECTRICAL SYSTEMS. THE FUTURE VACANT SPACE PLEASE
 PROVIDE A SUITE NUMBER FOR THIS SPACE. THE FUTURE
 VACANT SPACE OF 13, 564 SQ. FT./ 30= 453 OCCUPANTS. THE
 PLANS SHEET C-1 SHOWS (2) MEANS OF EGRESS (2) 36 INCH
 WIDE DOORS (ASSUMED) WHICH ONLY PROVIDES APPROX. 34
 CLEAR INCHES OR 170 OCCUPANTS PER DOOR FOR A TOTAL OF
 340 OCCUPANTS, OVER 113 OCCUPANTS SHORT OF EGRESS.
 WORST CASE SCENARIO.
  
 3) SHEET LS01 ALSO SHOWS DOOR WIDTHS OF 36 INCHES AND
 OCCUPANT LOADS TAKEN AT 180 OCCUPANTS PER DOOR. ARE
 THESE DOORS LARGER THAN 36 INCHES? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. THE CLEAR OPENING CAN ONLY BE
 USED FOR FIGURING EGRESS OCCUPANT LOADS. FBC-B
 1005.3.2. THE CAPACITY, IN INCHES (MM), OF MEANS OF
 EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE
 CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY
 SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF
 0.2 INCH (5.1 MM) PER OCCUPANT.
  
 4) PLEASE PROVIDE PRODUCT APPROVALS FOR THE NEW
 OPENINGS, COMPONENTS AND CLADDING. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5) IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 2014 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND
 DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED
 MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND SPACING
 SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE
 CALCULATED BASED ON MAXIMUM LOADS AND SPACING USED IN
 THE TESTS.
  
 6) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 7A) THE PLANS SHEET C2 INDICATE THE REUSE OF THE FRONT
 HORIZONTAL SLIDING DOORS. PLEASE PROVIDE CURRENT
 PRODUCT APPROVAL FOR THE INSTALLATION OF THIS SYSTEM.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 104.9.1 USED MATERIALS AND EQUIPMENT.
 THE USE OF USED, RECYCLED, OR RECLAIMED MATERIALS WHICH
 MEET THE REQUIREMENTS OF THIS CODE FOR NEW MATERIALS IS
 PERMITTED. USED EQUIPMENT AND DEVICES SHALL NOT BE
 REUSED UNLESS APPROVED BY THE BUILDING OFFICIAL.
  
 7B) ROOF HATCH. SHEET D101 SHOWS THE EXISTING ROOF
 HATCH BEING DELETED. SHEET C-2 SHOWS THE NEW LOCATION,
 AND SHEET C3 DETAIL 13 A CUT SECTION OF THE RELOCATED
 ROOF HATCH. PLEASE PROVIDE CURRENT PRODUCT APPROVAL FOR
 THE INSTALLATION OF THIS SYSTEM. 2014 FLORIDA BUILDING
 CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION 104.9.1 USED
 MATERIALS AND EQUIPMENT. THE USE OF USED, RECYCLED, OR
 RECLAIMED MATERIALS WHICH MEET THE REQUIREMENTS OF THIS
 CODE FOR NEW MATERIALS IS PERMITTED. USED EQUIPMENT AND
 DEVICES SHALL NOT BE REUSED UNLESS APPROVED BY THE
 BUILDING OFFICIAL.
  
 7C) SINCE IT APPEARS THERE IS NO EXTERIOR LADDER AND
 CAGE TO THE ROOF, PLEASE PROVIDE ACCESS TO THE ROOF FOR
 THE NEW SHELL SPACE BEING CREATED. THROUGH THE
 SUB-DIVIDING OF THE TENANT SPACE A CODE VIOLATION CAN
 NOT BE CREATED. CREATION OR EXTENSION OF NONCONFORMITY.
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING. CREATION OR EXTENSION
 OF NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL
 NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING
 BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS
 BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL
 STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY
 OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS.
  
 8) THE STRUCTURAL SHEETS S1-S4 SHOW NEW STEEL COLUMNS,
 BEAMS AND STRUCTURAL STEEL FRAMING MEMBERS FOR NEW
 RTU?S AND ROOF HATCH LOCATION. THE BUILDING OFFICIAL
 WILL NOT REQUIRE A RESIDENT INSPECTOR FOR THIS PROJECT
 SINCE THE STEEL WORK IS LIMITED. INSTEAD HE REQUEST
 COMPLIANCE WITH THE FOLLOWING CODE SECTIONS: THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 9) SHEET C-7 SHOWS THE INSTALLATION OF NEW ROOF TOP RTU
 AND CURB AS WELL AS REPLACEMENT OF THE ROOF TOP UNIT
 AND EVALUATION OF EXISTING CURB, MAY REQUIRE
 MODIFICATIONS.
  
 9A) PLEASE PROVIDE DOCUMENTATION FOR THE NEW ROOF TOP
 CURBS, ANCHORING OF CURB TO ROOF, AND THE ANCHORING OF
 THE RTU TO THE CURB. PROVIDE CALCULATIONS FOR EACH TYPE
 OF UNIT. FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C
 STANDS, DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK
 AS WELL AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT
 ABOVE.
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 9B) THE OF REPLACEMENT OF THE ROOF TOP UNIT AND
 EVALUATION OF EXISTING CURB, & MAY REQUIRE
 MODIFICATIONS. PLEASE ALSO PROVIDE PRODUCT INFORMATION
 FOR ANY CURB ADAPTORS THAT MAYBE CONSIDERED. 2014 FBC-B
 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND
 THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY
 STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING
 EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS
 CHAPTER. SEE SECTION 1609 FOR WIND LOADS.
  
 10) FIXTURE PLAN C-6 DOES NOT PROVIDE DETAILS OF THE
 FIXTURES, HOW TALL ARE THE FIXTURES, WILL THEY BE
 ANCHORED TO THE FLOOR, IF SO PLEASE PROVIDE ANCHORING
 DETAILS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
 105.2 (6) NON FIXED AND MOVABLE FIXTURES, CASES, RACKS,
 AND COUNTERS NOT OVER 5 FEET 9 INCHES (1753 MM)
 IN HEIGHT ARE EXEMPT FROM PERMITS REQUIRED.
  
 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-06-29 Cont ID  
Sent By jleahy Date 2017-06-29 Time 06:59 Rev Time 0.00
Received By jleahy Date 2017-06-28 Time 18:17 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-06-01 Cont ID  
Sent By jleahy Date 2017-06-01 Time 18:18 Rev Time 0.00
Received By jleahy Date 2017-06-01 Time 18:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-06-26 Cont ID  
Sent By scaldero Date 2017-06-26 Time 15:09 Rev Time 0.00
Received By scaldero Date 2017-06-26 Time 15:05 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-06-05 Cont ID  
Sent By scaldero Date 2017-06-05 Time 12:54 Rev Time 0.00
Received By scaldero Date 2017-06-05 Time 12:37 Sent To  
Notes
2017-06-05 12:54:55PERMIT # 17050836
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 1) REVIEW AND RESPOND TO BUILDING DEPARTMENT COMMENTS.
  
 2) FIRE PROTECTION SYSTEMS SHALL REMAIN ACTIVE DURING
 DEMOLITION AND RENOVATION ACTIVITIES. IN THE EVENT A
 FIRE PROTECTION SYSTEM IS OUT OF SERVICE FOR MORE THAN
 4-HOURS IN A 24-HOUR PERIOD, THE BUILDING SHALL BE
 PLACED UNDER A FIRE WATCH. ALL FIRE WATCH REQUESTS MUST
 BE SUBMITTED BY EMAIL ([email protected])
 ([email protected]) OR IN WRITING (FAX: 561-804-4774) AND
 APPROVED BY THE OFFICE OF THE FIRE MARSHAL LOCATED AT
 500 NORTH DIXIE HIGHWAY.
  
 3) ENTRY DOORS: THUMB-TURN LOCK TO BE EQUIPPED WITH A
 LOCK/UNLOCK INDICATOR.
  
 4) EACH FIRE BARRIER SHALL BE PERMANENTLY IDENTIFIED
 WITH SIGNS OR STENCILING READING FIRE BARRIER-PROTECT
 ALL OPENINGS. CHARACTERS SHALL BE AT LEAST 4-INCHES IN
 HEIGHT AND HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE
 SPACED NOT MORE THAN 15 FEET ON CENTER.
  
 5) PROVIDE 44 INCH WIDE STRIPING (DEMARCATION) IN
 STOREROOM TO ENSURE EGRESS PATH REQUIREMENTS ARE
 MAINTAINED AT ALL TIMES.
  
 5) WHERE MUSIC SYSTEMS ARE BEING INSTALLED IN TENANT
 SPACES: THE SPEAKER SYSTEM WILL NEED TO BE TESTED
 AGAINST THE FIRE ALARM SYSTEM TO ENSURE THAT THE
 MINIMUM REQUIRED DECIBEL LEVELS OF THE FIRE ALARM
 SYSTEM ARE BEING MET. PENDING RESULTS OF FIELD
 INSPECTION/FIRE ALARM TEST, ADDITIONAL REQUIREMENTS MAY
 BE NEEDED.
  
 6) ALL TENANT SPACES FOR THE MARKETPLACE MUST BE TIED
 INTO THE MASTER FIRE ALARM PANEL FOR THE BUILDING. EACH
 TENANT SPACE WILL BE INTERCONNECTED AND UPON ACTIVATION
 OF AN ALARM IN ANY ONE SPACE, ALL SPACES WILL HAVE
 THEIR NOTIFICATION DEVICES ACTIVATE. AN FACP IN A
 TENANT SPACES WILL HAVE THE "RESET" AND "SILENCE"
 FUNCTIONS DEACTIVATED. RESET AND SILENCE OF AN ALARM IS
 LIMITED TO THE MASTER PANEL FOR THE BUILDING AND MAY
 ONLY BE DONE BY A LICENSED FIRE ALARM TECHNICIAN.
 SHOULD IT BE FOUND THAT TENANTS ARE ACCESSING THE
 PANELS IN THE TENANT SPACES AND/OR USING THE "RESET" OR
 "SILENCE" FUNCTIONS, THE OFFICE OF THE FIRE MARSHAL MAY
 REQUIRE THAT THE TENANT FACP BE REMOVED.
  
 7) PER APPROVED MASTER PLANS: MAIN FACP FOR THIS
 BUILDING IS TO BE THE ONLY PANEL TO NOTIFY THE FIRE
 DEPARMENT. NOTIFICATION WILL DESIGNATE SPECIFIC ADDRESS
 OF TENANT WHERE TROUBLE IS LOCATED. EACH BUILDING SHALL
 ALARM/EVACUATE ONLY THE SPACES IN THAT BUILDING (IE AN
 ALARM IN "B" WILL NOT EVACUATE ANY SPACE IN "A", "BII",
 OR "C". EACH TENANT SPACE FACP SHALL BE CONNECTED TO
 MAIN FACP FOR THIS BUILDING VIA MODULES. TENANT SYSTEM
 SHALL BE COMPATIBLE WITH NOTIFIER OR EQUAL APPROVED
 MAIN FACP/HARDWARE EACH FLOW/TAMPER SHALL BE ZONED SO
 THAT AN ALARM WILL SOUND FOR EACH BUILDING SEPARATELY.
  
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 644-7326
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-06-29 Cont ID  
Sent By lmarchan Date 2017-06-29 Time 16:31 Rev Time 0.00
Received By lmarchan Date 2017-06-19 Time 13:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-06-06 Cont ID  
Sent By gjohnson Date 2017-06-06 Time 12:05 Rev Time 0.00
Received By gjohnson Date 2017-05-18 Time 10:13 Sent To  
Notes
2017-05-19 15:11:07C02
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-05-30 Cont ID  
Sent By jwitmer Date 2017-05-30 Time 16:03 Rev Time 0.00
Received By jwitmer Date 2017-05-30 Time 16:03 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2017-06-22 Cont ID  
Sent By ccole Date 2017-06-22 Time 15:01 Rev Time 0.00
Received By ccole Date 2017-06-22 Time 13:51 Sent To  
Notes
2017-06-22 15:01:59MECHANICAL PROVISOS:
  
 A REVISION TO THE PLANS IS REQUIRED TO PROVIDE:
 1) DEMAND CONTROLLED VENTILATION IN THE SALES AREA.
 2) ENGINEERING FOR THE 3/8" STEEL CURB/RTU BRACKET- SEE
 SHEET S-3.
  
 3) COMMISSIONING REPORT REQUIRED AT FINAL INSPECTION.
  
 CCOLE- 6/22/17
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-05-30 Cont ID  
Sent By ccole Date 2017-05-30 Time 14:30 Rev Time 0.00
Received By ccole Date 2017-05-30 Time 14:30 Sent To  
Notes
2017-05-30 15:21:351ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17050836
 5/20/17
  
 RESULTS: DENIED.
  
 1) THE $65,000.00 VALUE LISTED ON THE PERMIT
 APPLICATION APPEARS VERY LOW FOR THE SCOPE OF THE
 PROPOSED PROJECT. PLEASE SEE SECTION 109.3 FBC-
 BUILDING PERMIT VALUATION. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRIC,
 PLUMBING, MECHANICAL, INTERIOR FINISH, RELATIVE SITE
 WORK, ARCHITECTURAL AND DESIGN FEES,
  
 MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST
 PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS
 SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. PLEASE
 NOTE THAT THE VALUE FOR MECHANICAL SHALL INCLUDE THE
 LABOR,
  
 MATERIALS, AND EQUIPMENT FOR BOTH TENANT SPACES AS
 SHOWN ON THE PLANS.
  
 2) C-7: IN ADDITION TO THE ROOF HATCH FOR THE HOME
 GOODS OCCUPANCY, A ROOF HATCH AND PERMANENT LADDER IS
 REQUIRED FOR THE ADJACENT TENANT. PLEASE SHOW THE
 LOCATION OF THE HATCH AND PROVIDE PERMANENT LADDER
 DETAILS FOR ACCESS TO BOTH ROOFS IN ACCORDANCE WTH
 SECTIOON 306.4.
  
 3) M-1: A THOROUGH REVIEW OF THE AC AND ENERGY
 CALCULATIONS CANNOT BE PERFORMED WITHOUT O/A
 CALCULATIONS AND EQUIPMENT SCHEDULES FOR RTU'S 1, 3 &
 5. PLEASE PROVIDE THE CALCULATIONS AND SCHEDULES ON THE
 PLANS.
  
 4) M-1: THE HEATING COIL SIZING CALCULATIONS FOR RTU'S
 2, 4, 8, 9, & 10 INDICATE THAT 18 KW HEATERS SELECTED
 ARE OVERSIZED.
  
 5) M-1: THE EFFICIENCY RATINGS LISTED IN THE ENERGY
 CALCS FOR RTU'S 2, 4, 8, 9 & 10 ARE HIGHER THAN THE
 RATINGS IN THE SCHEDULE.
  
 6) M-2: DUCT SMOKE DETECTORS ARE REQUIRED FOR ALL RTU
 SYSTEMS SHOWN ON THE PLANS INCLUDING RTU'S 1, 3, 5, 6 &
 7. PROVIDE SYMBOLS ON THE PLANS TO SHOW THEIR
 LOCATIONS. PLEASE NOTE THAT THE REQUIREMENT FOR THE 5.0
 TON SYSTEMS CAN BE WAIVED IF MANUFACTURER'S
 SPECIFICATIONS INDICATE THE SYSTEMS ARE NOT CAPABLE OF
 PRODUCING OVER 2000 CFMS OF SUPPLY AIR- SECTION
 606.2.1.
  
 7) M-4: PROVIDE COMPLERE ENGINEERING AND THE WIND LOAD
 DESIGN CRITERIA FOR INSTALLATION OF THE NEW AND
 REPLACED RTU'S- SECTION 301.15.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-06-28 Cont ID  
Sent By gjohnson Date 2017-06-28 Time 17:40 Rev Time 0.00
Received By gjohnson Date 2017-06-28 Time 17:40 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-06-06 Cont ID  
Sent By gjohnson Date 2017-06-06 Time 10:55 Rev Time 0.00
Received By gjohnson Date 2017-06-06 Time 10:55 Sent To  
Notes
2017-06-06 12:05:181ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. C-4 DETAIL 1/C4 THE LAYOUT DOES NOT MATCH THE
 REST OF THE PLAN AND DOES NOT SHOW THE REQUIRED
 LAVATORY IN ACCESSIBLE STALL PLEASE CLARIFY. PER WPB
 AMEND TO FBC 107.2.1
  
 2. PROVIDE THE DIMENSIONS FOR THE ACCESSIBLE BATHROOM
 STALL. PER WPB AMEND TO FBC 107.2.1
  
 3. SHOW COMPLIANCE WITH FBC ACC 604.2 LOCATION.
 THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR
 PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE
 OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM
 TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR
 PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17
 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM
 FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY
 ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.
 WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR
 RIGHT-HAND APPROACH.
  
 4. SHOW COMPLIANCE WITH FBC ACC 604.5.1 SIDE WALL.
 THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
 LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
 THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
 FROM THE REAR WALL.
 604.5.2 REAR WALL.
 THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) LONG
 MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER
 CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24
 INCHES (610 MM) MINIMUM ON THE OTHER SIDE.
  
 5. SHOW COMPLIANCE WITH FBC ACC 606.2 CLEAR FLOOR
 SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 6. SHOW COMPLIANCE WITH FBC ACC 602.4 SPOUT HEIGHT.
 SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE
 THE FINISH FLOOR OR GROUND.
 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.
 SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
 PERSONS SHALL BE 38 INCHES (965 MM) MINIMUM AND 43
 INCHES (1090 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
 602.2 CLEAR FLOOR SPACE.
 UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 7. THE BREAKROOM SINK SHALL COMPLY WITH FBC ACC 606.2
 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE COMPLYING WITH 305, POSITIONED FOR
 A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 8. A BACK FLOW DEVICE IS REQUIRED ON THE REFRIGERATOR
 ICE MACHINE. PER FBC PL 608.3
  
 9. FBC PL 416.5 TEMPERED WATER FOR PUBLIC HAND-WASHING
 FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
  
 10. C2 MIXING VALVE IS NOT SHOWN ON WATER RISER DIAGRAM
 OR FLAT PLAN PLEASE CLARIFY. WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2017-06-29 Cont ID  
Sent By eschneid Date 2017-06-29 Time 16:15 Rev Time 0.25
Received By eschneid Date 2017-06-29 Time 16:15 Sent To PC
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-05-30 Cont ID  
Sent By eschneid Date 2017-05-30 Time 09:16 Rev Time 0.75
Received By eschneid Date 2017-05-26 Time 15:00 Sent To  
Notes
***NONE***


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