Plan Review Details - Permit 17081207
Plan Review Stops For Permit 17081207
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-02-06 Cont ID  
Sent By jwitmer Date 2018-02-06 Time 08:43 Rev Time 0.00
Received By jwitmer Date 2018-02-01 Time 16:56 Sent To  
Notes
2018-02-06 08:43:192014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17081207
 ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-709-4638 / CLAUDIA GILL # 954
 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.
  
 3RD REVIEW
 DATE: TUES. FEB. 06/ 2018
 ACTION: BUILDING PROVISO
  
 1) APPROVED MIAMI-DADE PRODUCT APPROVAL NOA 14-0430.28
 KAWNEER IR-50 ALUMINUM STOREFRONT SYSTEM- L.M.I.
  
 2) THE ARCHITECT OF RECORD ELECTS THE OTHER PRODUCT
 APPROVALS TO BE DEFERRED SUBMITTALS.
 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 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
  
 3) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. 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 MANUFACTURERS
 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.
  
 4). NOA 15-0218.11 TC-5 STYLE STEEL ROOF CURB FOR
 CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES RESTRAINT
 BRACKET QUANTITY TO BE DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN PROVIDED.
 PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT BRACKET
 QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 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 B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-11-21 Cont ID  
Sent By jwitmer Date 2017-11-21 Time 11:31 Rev Time 0.00
Received By jwitmer Date 2017-11-20 Time 15:21 Sent To  
Notes
2017-11-21 11:28:232014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17081207
 ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-709-4638 / CLAUDIA GILL # 954
 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: TUES. NOV. 21/ 2017
 ACTION: DENIED
  
 WARNING!!!!! 4X FEE / NOTICE!!!!! FLORIDA STATUTE
 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 1) SHEET A0.1:
 1A) COMPLIED. OCCUPANCY.
  
 1B)SEMI-COMPLIED. THE DESIGNER OF RECORD HAS ON SHEETS
 A0.1, A1.5 & A2.0 PROVIDED (2) OPTIONS OF HOW CODE
 COMPLIANCE IS TO BE MADE FOR COMPLIANCE WITH SECTION
 1012.1.1.2 OF THE EXISTING BUILDING CODE AND THE FBC-B
 SECTION 707.3.10 & TABLE 707.3.10 AND REQUIRED 2 HOUR
 ASSEMBLY.
 PLEASE PROVIDE THE MANUFACTURERS SPECIFICATIONS AS TO
 HOW THIS SYSTEM WILL MAINTAIN A 2 HOUR FIRE RATING. THE
 MANUFACTURE WILL NEED TO SUPPLY IF THE FLOOR JOIST SIZE
 IS A CONCERN, SUB-FLOOR DECKING, AND AT WHAT RATE OF
 APPLICATION. THE CENTER SECTION OF THE BUILDING WHERE
 THERE WAS A MEZZANINE OPENING, THE INFILL IS STEEL AND
 METAL DECKING, A SECOND ANALYSIS WILL NEED TO BE
 COMPLETED FOR THIS FLOOR ASSEMBLY FOR A 2 HOUR FIRE
 RATING.
 THE OTHER ISSUE IS HOW ARE THE FLOOR JOIST BEARING?
 WHAT TYPE OF SUPPORT IS PROVIDED THAT WILL GIVE THEM A
 2 HOUR FIRE RATING. IS THERE WOOD FRAME WALLS
 SUPPORTING THE FLOOR JOIST OR ARE THE EXTERIOR WALLS
 MASONRY OR TERRA COTTA TILE? 107.2.1.3. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 2) SHEET A1.5 EGRESS PLAN.
  
 2A) 2ND REQUEST. RESPONSE INDICATES A SURVEY WAS
 PROVIDED IN THE RESUBMITTED PLANS.
 1ST ROUND OF COMMENTS. SHEET A1.5 INDICATES THE MAIN
 DOUBLE EXIT DOORS (CLEMATIS SIDE) TO SWING OUT WHICH IS
 REQUIRED BY CODE WHEN THERE IS AN OCCUPANT LOAD OF 50
 OR MORE FBC-B 1008.1.2. THE UNKNOWN IS WHERE THE
 PROPERTY LINE IS LOCATED; NO SURVEY WAS SUBMITTED
 ESTABLISHING THE LOCATION OF THE PROPERTY LINE. PLEASE
 PROVIDE COMPLIANCE WITH SECTION 3202.2.
 FBC-B 3202.2. ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 2B) 2ND REQUEST. ACCESSIBILITY. EXISTING BUILDING CODE
 1012.1.4 ALL BUILDINGS UNDERGOING A CHANGE IN OCCUPANCY
 CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8.
 1012.8. ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO
 A CHANGE IN OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 THE PROVISIONS OF THE FBC-ACCESSIBILITY.
  
 THE PERMIT APPLICATION INDICATES A VALUE OF #125,000.00
 DOLLARS. PLEASE PROVIDE A COST ESTIMATE ON LETTERHEAD
 WHERE UP TO 0.20 % OF THE CONTRACT VALUE OR $25,000.00
 DOLLARS CAN BE SPENT IN ACCESSIBLE UPGRADES. SECTION
 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF
 DISPROPORTIONALITY PROVIDES A LIST OF ELEMENTS AND IN
 WHAT ORDER THEY ARE GIVEN. IF DISPROPORTIONALITY OCCURS
 BEFORE THE LIST IS COMPLETED THEN, THAT IS ALL THAT IS
 REQUIRED UNDER THE FLORIDA ACCESSIBILITY CODE, THE
 OWNERS AND TENANT STILL WOULD HAVE OBLIGATIONS UNDER
 THE REMOVAL OF BARRIERS UNDER THE TITLE III OF THE ADA.
  
 2014 FBC-ACCESSIBILITY CODE. 202.4.2 ACCESSIBLE
 FEATURES IN THE EVENT OF DISPROPORTIONALITY.
 WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH
 OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS
 DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION,
 THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE
 EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING
 DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE
 ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE
 ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE
 FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN
 ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST
 ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX
 RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE
 DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL
 ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND
 ALARMS.
  
 2C) 2ND REQUEST. THE RESPONSE LETTER INDICATES THAT THE
 20 % WAS SPENT ON THE ADA RESTROOMS. PLEASE REVIEW THE
 ABOVE REQUEST. THE ACCESSIBILITY CODE IS QUITE CLEAR
 WHERE THE FUNDS ARE TO BE SPENT; AN ACCESSIBLE ENTRANCE
 IS THE FIRST REQUIREMENT UNDER THE ACCESSIBILITY CODE.
 THE RAMP ON THE OLIVE AVE. SIDE WOULD HAVE TO BE
 VERIFIED IT MEETS THE 1:10 TO 1:12 SLOPE REQUIREMENT
 FOR A RISE OF NO MORE THAN 6 INCHES.
 THE FBC-B AND ACCESSIBILITY CODE BOTH REQUIRE 2 MEANS
 OF EGRESS AND THE ACCESSIBILITY CODE ALSO WILL REQUIRE
 2 ACCESSIBLE ENTRANCES AND EXITS. 2014
 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT OF ALL PUBLIC
 ENTRANCES SHALL COMPLY WITH 404. BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED. 2
 X 0.6 = 1.2 OR 2 ROUND UP NOT DOWN. THE FRONT ENTRY
 WOULD ALSO HAVE TO HAVE A CODE COMPLIANT EGRESS RAMP ON
 THE CLEMATIS SIDE OF THE BUILDING.
  
  
 1ST ROUND OF COMMENTS. SHEET A1.5 DOES NOT SHOW IF THE
 2 MEANS OF EGRESS FROM THE CLEMATIS SIDE AND THE 2ND
 MEANS OF EGRESS FROM OLIVE ARE LEVEL WITH THE SIDEWALK.
 THE FINISH FLOOR WITHIN THE TENANT SPACE IS
 APPROXIMATELY 6 TO 8 INCHES ABOVE THE SIDEWALK. 1ST ON
 THE LIST IS AN ACCESSIBLE ENTRANCE; PLEASE NOTE WITH
 THE OCCUPANT LOAD OF GREATER THAN 50 IT REQUIRES 2
 MEANS OF EGRESS.
 2014 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 = 1.2 OR
 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
 BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND EXITS OF
 BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS WITH THE
 GENERAL PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION,
 OR UNDER CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT
 A PERSON FROM USING SUCH ENTRANCES OR EXITS SHALL BE
 REMOVED.
  
 2D)SEMI- COMPLIED, SEE COMMENT ABOVE FOR A 2ND
 ACCESSIBLE ENTRANCE FOR THE CLEMATIS SIDE.
 2014 FBC-B 1003.5 ELEVATION CHANGE. PLEASE SHOW HOW THE
 2ND ACCESSIBLE ENTRANCE (CLEMATIS ST.)WITH RAMP.
 1ST ROUND OF COMMENTS. WHERE CHANGES IN ELEVATION OF
 LESS THAN 12 INCHES EXIST IN THE MEANS OF EGRESS,
 SLOPED SURFACES SHALL BE USED. WHERE THE SLOPE IS
 GREATER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL
 (5-PERCENT SLOPE), RAMPS COMPLYING WITH SECTION 1010
 SHALL BE USED. WHERE THE DIFFERENCE IN ELEVATION IS 6
 INCHES OR LESS, THE RAMP SHALL BE EQUIPPED WITH EITHER
 HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH
 ADJACENT FLOOR FINISH MATERIALS.
 1003.5.1 ACCESSIBILITY. FOR ACCESSIBILITY PROVISIONS
 RELATED TO CHANGES IN LEVELS, SEE THE FLORIDA BUILDING
 CODE, ACCESSIBILITY. SEE RAMPS 405. 1- 10 AND HANDRAILS
 505.1-10.2.
  
 3) SHEET A2.0:
  
 3A) 2ND REQUEST, SEMI-COMPLIED. SHEET A6.0 THE DOOR
 SCHEDULE LIST DOORS 101B & 101C UNDER HARDWARE AS
 ETR, PLEASE DEFINE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
 1ST ROUND COMMENTS. SHEET A2.0 SHOWS THE 3 EGRESS DOORS
 101 A, B, & C. SHEET A3.0 THE DOOR SCHEDULE ONLY SHOWS
 DOOR 101C WITH THE REQUIRED PANIC HARDWARE. ONLY (1) OF
 THE FRONT ENTRY DOORS CAN HAVE A KEYED LOCK THE OTHER
 HAS TO HAVE PANIC HARDWARE.
 IN FBC-B 1008.1.9.3 LOCKS AND LATCHES. LOCKS AND
 LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF
 DOORS WHERE ANY OF THE FOLLOWING EXISTS:
 1. PLACES OF DETENTION OR RESTRAINT.
 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT
 LOAD OF 300 OR LESS, GROUPS B, F, M AND S,
 AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR
 DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED
 WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
 PROVIDED:
 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS
 LOCKED;
 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE
 EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS
 DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE
 SIGN SHALL BE IN LETTERS 1 INCH HIGH
 ON A CONTRASTING BACKGROUND; AND
 2.3. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS
 REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE.
 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED
 AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE
 USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC
 FLUSH BOLTS HAS NO DOORKNOB OR SURFACE-
 MOUNTED HARDWARE.
  
 3B) 2ND REQUEST. PLEASE NOTE THIS DOOR(101B) IS AN
 EXISTING DOOR UNDER THE EXISTING BUILDING CODE SECTION
 1012.8 THE EXISTING BUILDING CODE SENDS YOU TO THE 2014
 ACCESSIBILITY CODE UNDER THE DISPROPORTIONATE COST (II)
 AN ACCESSIBLE ROUTE TO ALTERED AREAS THIS DOOR WOULD BE
 REQUIRED TO BE MADE ACCESSIBLE BEFORE ANY WORK WOULD BE
 INCLUDED IN BRINGING THE RESTROOMS INTO CONFORMANCE,
 RESTROOMS IS THE 3RD AREA AND IN THAT ORDER WHERE FUNDS
 ARE TO BE SPENT, (III) AT LEAST ONE ACCESSIBLE RESTROOM
 FOR EACH SEX OR A SINGLE UNISEX RESTROOM. ACCESSIBILITY
 CODE SECTION ACCESS. CODE 404.2.4 MANEUVERING
 CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND
 GATES SHALL COMPLY WITH 404.2.4. MANEUVERING CLEARANCES
 SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE
 REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. ALSO LOOK
 AT 404.3 AUTOMATIC AND POWER ASSISTED DOORS AND THE
 REQUIREMENT FOR BATTERY BACK UP IN CASE OF FAILURE OF
 ELECTRIC.
  
 1ST ROUND OF COMMENTS. THERE IS AN EXISTING DOOR (101B)
 IN THE CORRIDOR THAT LEADS TO THE RESTROOMS JUST PAST
 THE BACKROOM # 104. THIS IS AN EXISTING DOOR THAT WOULD
 STILL NEED TO MEET THE ACCESSIBILITY CODE SECTION
 ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES. MINIMUM
 MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY
 WITH 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE
 FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE
 OR HINGE SIDE CLEARANCE. ALSO LOOK AT 404.3 AUTOMATIC
 AND POWER ASSISTED DOORS AND THE REQUIREMENT FOR
 BATTERY BACK UP IN CASE OF FAILURE OF ELECTRIC.
  
 4) 2ND REQUEST. THE RESPONSE INDICATES SEE SHEET A6.0
 FOR WIND DESIGN CRITERIA ADDED TO STOREFRONT. PLEASE
 NOTE PRESSURES WERE ADDED BUT THE WIND DESIGN CRITERIA
 THAT THE PRESSURES ARE DERIVED FROM WERE NOT.
 1ST ROUND OF COMMENTS. SHEET A3.0 SHOWS THE ELEVATIONS
 WITH NEW STOREFRONT WINDOW AND DOOR ASSEMBLIES. SHEET
 A0.1 LIST THE PRODUCT APPROVALS REQUIRED FOR THIS
 PROJECT BUT THERE IS NO WIND DESIGN CRITERIA GIVEN, NO
 PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. SEMI-COMPLIED, PRESSURES ARE NOT STATED IF THEY
 ARE IN VULT OR VASD. DESIGN WIND PRESSURES TO BE USED
 FOR EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE
 STRUCTURE, PSF.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 2ND REQUEST. RESPONSE LETTER STATES THE ARCHITECTS
 SHOP DRAWING STAMP OF APPROVAL IS ON THE PRODUCT
 APPROVALS, OF THE 4 APPROVALS SUBMITTED NONE HAVE THE
 SHOP DRAWING STAMP OF APPROVAL.
 1ST ROUND OF COMMENTS. NONE OF THE PRODUCT APPROVALS
 SUBMITTED SHOW THEY WERE APPROVED BY THE DESIGNER OF
 RECORD.
 W. P. B. 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..
  
 5A)2ND REQUEST. PLEASE NOTE THE SUBMITTED NEW PRODUCT
 APPROVAL WITH STAMP NOT IN THE PERMIT PACKAGE PLANS,
 STAPLED TO COMMENTS. THE PRODUCT APPROVAL IS STAPLED
 SHUT TO YOU CANNOT VIEW THE PRODUCT APPROVAL.
  
 THE NOA FOR THE ALUMINUM ROOF TOP A/C STAND SUBMITTED
 WAS 13-1017.09, THE SHEET A.01 LIST NOA 17-0320.02.
 PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS CALCULATING
 THE AREA (SIDE VIEW) OF THE ROOF TOP COMPRESSORS,
 CONFIGURATION ON STAND, THE MEAN ROOF HEIGHT OF THE
 STAND AND COMPRESSORS, WEIGHT, CIRCLED THE DESIGN
 PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT VERSES
 MOMENT FOR THE UNIT TO THE STAND AND THE STAND TO THE
 ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY THE
 DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
  
 5B) 2ND REQUEST. . PLEASE NOTE THE SUBMITTED NEW
 PRODUCT APPROVAL WITH STAMP NOT IN THE PERMIT PACKAGE
 PLANS, STAPLED TO COMMENTS. THE PRODUCT APPROVAL IS
 STAPLED SHUT TO YOU CANNOT VIEW THE PRODUCT APPROVAL.
 THE SHEET A.01 LIST FOR THE STOREFRONT NOA 14-0430.28
 WHICH IS IR-500 ALUMINUM STOREFRONT SYSTEM.
 SUBMITTED IS NOA 15-0622.11 WHICH WAS NOT REFERENCED
 BUT WILL BE REQUIRED SINCE THE STOREFRONT DOORS ARE
 UNDER A SEPARATE PRODUCT APPROVAL, MISSING IS THE
 GLAZED WINDOW STOREFRONT NOA.
 IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. 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
 MANUFACTURERS 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.
  
 5C) 2ND REQUEST. NOA 15-0218.11 TC-5 STYLE STEEL ROOF
 CURB FOR CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES
 RESTRAINT BRACKET QUANTITY TO BE DETERMINED BY PROJECT
 SPECIFIC CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN
 PROVIDED. PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT
 BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 5D) 2ND REQUEST. NOA 15-1109.04 PLEASE IDENTIFY THE
 COMPONENTS MAKING UP THE SYSTEM AND PAGE 8 OF 9 THE
 FASTENERS AND SUBSTRATE. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 6) COMPLIED.
  
 7) CHANGE IN OCCUPANCY IS REQUIRED TO BE REVIEWED BY
 THE PALM BEACH COUNTY IMPACT FEE OFFICE FOR ASSESSMENT
 BEFORE PERMIT ISSUANCE. 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.
  
 8) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-09-02 Cont ID  
Sent By jwitmer Date 2017-09-02 Time 10:45 Rev Time 0.00
Received By jwitmer Date 2017-09-01 Time 11:49 Sent To  
Notes
2017-09-02 10:45:402014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17081207
 ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL
 CONT: TBD/ TO BE DETERMINED
 TEL: 954-709-4638 / CLAUDIA GILL # 954
 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.
  
 1ST REVIEW
 DATE: FRI. SEPT. 01/ 2017
 ACTION: DENIED
  
 1) SHEET A0.1:
 1A) OCCUPANCY. THE PLANS STATE THE TENET SPACE PRECIOUS
 TO THIS PROPOSED PERMIT WAS A MERCANTILE OCCUPANCY.
 PLEASE BE AWARE THE LAST TENANT WAS A RESTAURANT A2
 OCCUPANCY. THIS REVIEW WILL BE TAKEN FROM THE 2014
 FBC-EXISTING BUILDING CODE CHAPTER 10 CHANGE OF
 OCCUPANCY.
 1001.3.1 PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION.
 WHERE A PORTION OF AN EXISTING BUILDING IS CHANGED TO A
 NEW OCCUPANCY CLASSIFICATION, SECTION 1012 SHALL APPLY.
  
 1B) THE SHEET A0.1 LIST THE BUILDING AS 34 FEET IN
 HEIGHT AND CONSTRUCTION TYPE LISTED AS A V-B/ FULLY
 SPRINKLERED. PLEASE NOTE THE STORIES ARE NOT LISTED ON
 SHEET A0.1. THIS IS A 3 STORY BUILDING WITH BASEMENT.
 BOTH THE 2ND AND 3RD FLOORS ARE BUSINESS OCCUPANCIES.
  
 THE PLAN DOES NOT STATE THAT AN INCREASE IN STORIES WAS
 TAKEN. TABLE 503 OF THE FBC-B ONLY ALLOWS BUSINESS
 OCCUPANCY TO BE 2 STORIES IN TYPE VB CONSTRUCTION AND
 WITH SPRINKLER INCREASE PER FOOTNOTE 1 OF TABLE 503 AND
 SECTION 504.2 ALLOWABLE BUILDING HEIGHT AND STORY
 INCREASE DUE TO AUTOMATIC SPRINKLER SYSTEM
 INSTALLATION. PLEASE DOCUMENT THE STORY INCREASE WAS
 TAKEN.
  
 THE PLANS ARE SILENT ABOUT THE CHANGE OF OCCUPANCY AND
 THE REQUIRED HORIZONTAL FIRE BARRIER BETWEEN
 OCCUPANCIES. 2014 EXISTING BUILDING CODE 1012.1.1.2
 CHANGE OF OCCUPANCY CLASSIFICATION WITH SEPARATION.
 WHERE A PORTION OF AN EXISTING BUILDING THAT IS CHANGED
 TO A NEW OCCUPANCY CLASSIFICATION AND THAT PORTION IS
 SEPARATED FROM THE REMAINDER OF THE BUILDING WITH FIRE
 BARRIERS HAVING A FIRE-RESISTANCE RATING AS REQUIRED IN
 THE FLORIDA BUILDING CODE, BUILDING FOR THE SEPARATE
 OCCUPANCY. 2014 FBC-B SECTION 707.3.10 AND TABLE
 707.3.10 INDICATE A REQUIRED 2 HOUR FIRE BARRIER
 ASSEMBLY OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS.
  
 PLEASE NOTE UNDER THE EXISTING BUILDING CODE SECTION
 1012.5.1.1 EXCEPTION ALLOWS FOR A 1 HOUR REDUCTION
 PROVIDED THE HEIGHT AND NUMBER OF STORIES INCREASES
 ALLOWED FOR AN AUTOMATIC SPRINKLER SYSTEM BY SECTION
 504.2 OF THE FLORIDA BUILDING CODE, BUILDING ARE NOT
 USED FOR THE BUILDINGS. IN THIS CASE THE STORY INCREASE
 WAS TAKEN WHEN DECLARING THE BUILDING TO BE V-B
 CONSTRUCTION REQUIRING 2 HR. HORIZONTAL AND ANY
 INTERIOR COLUMNS AND OR BEARING WALLS.
  
 IF THE DESIGNER OF RECORD DECLARES THE BUILDING TYPE
 III-B CONSTRUCTION, THE BUILDING DOES NOT NEED TO TAKE
 THE STORY INCREASE AND THE REDUCTION OF 1 HOUR CAN BE
 TAKEN FOR THE HORIZONTAL ASSEMBLIES AND ANY INTERIOR
 BEARING WALLS OR COLUMNS. IN THE 2014 FBC-B TABLE 601 &
 602 WOULD REQUIRE THE EXTERIOR BEARING WALLS TO BE A 2
 HOUR FIRE RATED ASSEMBLY, THIS WOULD NEED TO BE
 VERIFIED BY THE DESIGN PROFESSIONAL TO BE ABLE TO
 DESIGN THE BUILDING AS IIIB CONSTRUCTION.
  
 2) SHEET A1.5 EGRESS PLAN.
  
 2A) SHEET A1.5 INDICATES THE MAIN DOUBLE EXIT DOORS
 (CLEMATIS SIDE) TO SWING OUT WHICH IS REQUIRED BY CODE
 WHEN THERE IS AN OCCUPANT LOAD OF 50 OR MORE FBC-B
 1008.1.2. THE UNKNOWN IS WHERE THE PROPERTY LINE IS
 LOCATED; NO SURVEY WAS SUBMITTED ESTABLISHING THE
 LOCATION OF THE PROPERTY LINE. PLEASE PROVIDE
 COMPLIANCE WITH SECTION 3202.2.
 FBC-B 3202.2. ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
 2B) ACCESSIBILITY. EXISTING BUILDING CODE 1012.1.4 ALL
 BUILDINGS UNDERGOING A CHANGE IN OCCUPANCY
 CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8.
 1012.8. ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO
 A CHANGE IN OCCUPANCY CLASSIFICATION SHALL COMPLY WITH
 THE PROVISIONS OF THE FBC-ACCESSIBILITY.
  
 THE PERMIT APPLICATION INDICATES A VALUE OF #125,000.00
 DOLLARS. PLEASE PROVIDE A COST ESTIMATE ON LETTERHEAD
 WHERE UP TO 0.20 % OF THE CONTRACT VALUE OR $25,000.00
 DOLLARS CAN BE SPENT IN ACCESSIBLE UPGRADES. SECTION
 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF
 DISPROPORTIONALITY PROVIDES A LIST OF ELEMENTS AND IN
 WHAT ORDER THEY ARE GIVEN. IF DISPROPORTIONALITY OCCURS
 BEFORE THE LIST IS COMPLETED THEN, THAT IS ALL THAT IS
 REQUIRED UNDER THE FLORIDA ACCESSIBILITY CODE, THE
 OWNERS AND TENANT STILL WOULD HAVE OBLIGATIONS UNDER
 THE REMOVAL OF BARRIERS UNDER THE TITLE III OF THE ADA.
  
 2014 FBC-ACCESSIBILITY CODE. 202.4.2 ACCESSIBLE
 FEATURES IN THE EVENT OF DISPROPORTIONALITY.
 WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH
 OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS
 DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION,
 THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE
 EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING
 DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE
 ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE
 ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE
 FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN
 ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST
 ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX
 RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE
 DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL
 ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND
 ALARMS.
  
 2C) SHEET A1.5 DOES NOT SHOW IF THE 2 MEANS OF EGRESS
 FROM THE CLEMATIS SIDE AND THE 2ND MEANS OF EGRESS FROM
 OLIVE ARE LEVEL WITH THE SIDEWALK. THE FINISH FLOOR
 WITHIN THE TENANT SPACE IS APPROXIMATELY 6 TO 8 INCHES
 ABOVE THE SIDEWALK. 1ST ON THE LIST IS AN ACCESSIBLE
 ENTRANCE; PLEASE NOTE WITH THE OCCUPANT LOAD OF GREATER
 THAN 50 IT REQUIRES 2 MEANS OF EGRESS.
 2014 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES.
 (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2
 THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 = 1.2 OR
 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404.
 BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND EXITS OF
 BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS WITH THE
 GENERAL PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION,
 OR UNDER CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT
 A PERSON FROM USING SUCH ENTRANCES OR EXITS SHALL BE
 REMOVED.
  
 2D) 2014 FBC-B 1003.5 ELEVATION CHANGE. WHERE CHANGES
 IN ELEVATION OF LESS THAN 12 INCHES EXIST IN THE MEANS
 OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE
 SLOPE IS GREATER THAN ONE UNIT VERTICAL IN 20 UNITS
 HORIZONTAL (5-PERCENT SLOPE), RAMPS COMPLYING WITH
 SECTION 1010 SHALL BE USED. WHERE THE DIFFERENCE IN
 ELEVATION IS 6 INCHES OR LESS, THE RAMP SHALL BE
 EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH
 MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH
 MATERIALS.
 1003.5.1 ACCESSIBILITY. FOR ACCESSIBILITY PROVISIONS
 RELATED TO CHANGES IN LEVELS, SEE THE FLORIDA BUILDING
 CODE, ACCESSIBILITY. SEE RAMPS 405. 1- 10 AND HANDRAILS
 505.1-10.2.
  
 3) SHEET A2.0:
  
 3A) SHEET A2.0 SHOWS THE 3 EGRESS DOORS 101 A, B, & C.
 SHEET A3.0 THE DOOR SCHEDULE ONLY SHOWS DOOR 101C WITH
 THE REQUIRED PANIC HARDWARE. ONLY (1) OF THE FRONT
 ENTRY DOORS CAN HAVE A KEYED LOCK THE OTHER HAS TO HAVE
 PANIC HARDWARE.
 IN FBC-B 1008.1.9.3 LOCKS AND LATCHES. LOCKS AND
 LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF
 DOORS WHERE ANY OF THE FOLLOWING EXISTS:
 1. PLACES OF DETENTION OR RESTRAINT.
 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT
 LOAD OF 300 OR LESS, GROUPS B, F, M AND S,
 AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR
 DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED
 WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE
 PROVIDED:
 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS
 LOCKED;
 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE
 EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS
 DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE
 SIGN SHALL BE IN LETTERS 1 INCH HIGH
 ON A CONTRASTING BACKGROUND; AND
 2.3. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS
 REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE.
 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED
 AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE
 USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC
 FLUSH BOLTS HAS NO DOORKNOB OR SURFACE-
 MOUNTED HARDWARE.
  
 3B) THERE IS AN EXISTING DOOR IN THE CORRIDOR THAT
 LEADS TO THE RESTROOMS JUST PAST THE BACKROOM # 104.
 THIS IS AN EXISTING DOOR THAT WOULD STILL NEED TO MEET
 THE ACCESSIBILITY CODE SECTION ACCESS. CODE 404.2.4
 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES
 AT DOORS AND GATES SHALL COMPLY WITH 404.2.4.
 MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF
 THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE
 CLEARANCE. ALSO LOOK AT 404.3 AUTOMATIC AND POWER
 ASSISTED DOORS AND THE REQUIREMENT FOR BATTERY BACK UP
 IN CASE OF FAILURE OF ELECTRIC.
  
 4) SHEET A3.0 SHOWS THE ELEVATIONS WITH NEW STOREFRONT
 WINDOW AND DOOR ASSEMBLIES. SHEET A0.1 LIST THE PRODUCT
 APPROVALS REQUIRED FOR THIS PROJECT BUT THERE IS NO
 WIND DESIGN CRITERIA GIVEN, NO PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE
 STRUCTURE:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) NONE OF THE PRODUCT APPROV FOR THE ALUMINUM ROOF TOP
 A/C STAND SUBMITTED WAS 13-1017.09,ALS SUBMITTED SHOW
 THEY WERE APPROVED BY THE DESIGNER OF RECORD.
 W. P. B. 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..
  
 5A) THE NOA FOR THE ALUMINUM ROOF TOP A/C STAND
 SUBMITTED WAS 13-1017.09, THE SHEET A.01 LIST NOA
 17-0320.02. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS
 CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP
 COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF
 HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED
 THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT
 VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND
 TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY
 THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO
 THE BUILDING DEPARTMENT.
  
 5B) THE SHEET A.01 LIST FOR THE STOREFRONT NOA
 14-0430.28 WHICH IS IR-500 ALUMINUM STOREFRONT SYSTEM.
 SUBMITTED IS NOA 15-0622.11 WHICH WAS NOT REFERENCED
 BUT WILL BE REQUIRED SINCE THE STOREFRONT DOORS ARE
 UNDER A SEPARATE PRODUCT APPROVAL, MISSING IS THE
 GLAZED WINDOW STOREFRONT NOA.
 IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. 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.
  
 5C) NOA 15-0218.11 TC-5 STYLE STEEL ROOF CURB FOR
 CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES RESTRAINT
 BRACKET QUANTITY TO BE DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN PROVIDED.
 PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT BRACKET
 QUANTITY IS DETERMINED BY PROJECT SPECIFIC
 CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR
 FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE
 COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND
 UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE
 CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR
 EACH TYPE OF UNIT.
  
 5D) NOA 15-1109.04 PLEASE IDENTIFY THE COMPONENTS
 MAKING UP THE SYSTEM AND PAGE 8 OF 9 THE FASTENERS AND
 SUBSTRATE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 6) SHEET A1.5 SHOWS THE SALES AREA BUT THE POINT OF
 SALES IS NOT IDENTIFIED ON THIS SHEET. A5.0 HAS
 ELEVATIONS OF THE INTERIOR SALES COUNTER IN DETAIL # 2,
 PLEASE SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE
 902.3 HEIGHT. THE TOPS OF WORK SURFACES SHALL BE 28
 INCHES AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 7) CHANGE IN OCCUPANCY IS REQUIRED TO BE REVIEWED BY
 THE PALM BEACH COUNTY IMPACT FEE OFFICE FOR ASSESSMENT
 BEFORE PERMIT ISSUANCE. 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.
  
 8) 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.
  
 THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
 COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
 ON SUBSEQUENT REVIEWS.
  
 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 3 Status P Date 2018-02-07 Cont ID  
Sent By jpearson Date 2018-02-07 Time 14:25 Rev Time 0.00
Received By jpearson Date 2018-02-07 Time 14:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-11-12 Cont ID  
Sent By jpearson Date 2017-11-12 Time 08:14 Rev Time 0.00
Received By jpearson Date 2017-11-12 Time 07:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-08-30 Cont ID  
Sent By jpearson Date 2017-08-30 Time 08:58 Rev Time 0.00
Received By jpearson Date 2017-08-30 Time 08:58 Sent To  
Notes
2017-08-30 08:58:50CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE DEDICATED CIRCUIT AND CONTROL FOR SIGN. NOT
 INDICATED ON POWER PLAN. NEC 600.5; FBC CE 405.2.4
 2. PROVIDE ACCURATE LOAD CALCULATION. MANY ITEMS ARE
 LISTED IN PANEL SCHEDULES AND SHOW 0.00 KVA LOAD.
 UPDATE ALL SCHEDULES WITH ACCURATE INFORMATION TO SHOW
 TOTAL LOAD ON SERVICE. NEC 220; FBC 107.2.1
 3. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 4. PROVIDE AIC RATING OF SERVICE DISCONNECT AND PANELS.
 NEC 110.3, 110.9
 5. PROVIDE GFCI PROTECTED W/P OUTLET FOR SERVICING OF
 A/C EQUIPMENT ON ROOF PER CODE. NEC 210.63
 6. PROVIDE A BLOCK NOTE WHERE APPLICABLE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR LOW VOLTAGE SYSTEMS, FIRE ALARM, CCTV,
 PHONE AND DATA, WIRELESS SYSTEMS, WALK-IN COOLERS,
 HOODS, ETC. FBC 105.1
 7. IN THE BATHROOMS AND BOH AREAS, IS THE SWITCH
 INDICATED AN OCCUPANCY SENSOR TYPE SWITCH? NO NOTE OR
 LEGEND IS PROVIDED. PROVIDE CLARIFICATION. FBC 107.2.1
 8. DETAIL 5 ON SHEET E2.0 SHOWS CIRCUITS CONTROLLED
 THAT ARE NOT ON ANY OF THE PLANS. PROVIDE CORRECTION.
 FBC 107.2.1
 9. CIRCUIT L-17 DOES NOT SHOW ANY MANUAL OR AUTOMATIC
 CONTROL FOR THE LIGHTING. PROVIDE CORRECTION. FBC CE
 405.2.2
 10. PROVIDE COPY OF SIGNED CONTRACT, WITH SCOPE AND
 VALUE OF WORK SHOWN. FBC 109.3
  
 PLEASE NOTE: IT APPEARS THERE IS QUITE A LOT OF MISSING
 INFORMATION WITH THIS SUBMITTAL. 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 RESUBMITTAL FORM. ADDITIONALLY, INSERT
 CORRECTED PAGES INTO THE ORIGINAL SUBMITTAL AND REMOVE
 OR VOID THE PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-02-01 Cont ID  
Sent By pleduc Date 2018-02-01 Time   Rev Time 0.00
Received By pleduc Date 2018-02-01 Time 11:48 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-11-28 Cont ID  
Sent By wjolin Date 2017-11-28 Time 14:05 Rev Time 0.00
Received By wjolin Date 2017-11-28 Time 14:05 Sent To I
Notes
2017-11-28 14:05:43300 CLEMATIS STREET
 PERMIT #17081207
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SEPARATE PLANS AND PERMITS NEEDED FOR FIRE ALARM AND
 FIRE SPRINKLER MODIFICATIONS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-08-30 Cont ID  
Sent By wjolin Date 2017-08-30 Time 13:04 Rev Time 0.00
Received By wjolin Date 2017-08-30 Time 10:56 Sent To  
Notes
2017-08-30 11:18:16300 CLEMATIS STREET
 PERMIT #17081207
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SEPARATE PLANS AND PERMITS NEEDED FOR FIRE ALARM AND
 FIRE SPRINKLER MODIFICATIONS.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2018-03-01 Time 12:28 Rev Time 0.00
Received By lmarchan Date 2018-02-20 Time 13:09 Sent To  
Notes
2018-02-26 13:09:48RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-02-15 Cont ID  
Sent By lmarchan Date 2018-02-15 Time 07:54 Rev Time 0.00
Received By lmarchan Date 2018-01-30 Time 13:10 Sent To  
Notes
2018-01-31 13:11:06B28
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-11-28 Cont ID  
Sent By cpuell Date 2017-11-28 Time 15:02 Rev Time 0.00
Received By cpuell Date 2017-10-31 Time 15:11 Sent To  
Notes
2017-11-02 15:11:16B28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-09-07 Cont ID  
Sent By cpuell Date 2017-09-07 Time 15:53 Rev Time 0.00
Received By cpuell Date 2017-08-25 Time 15:30 Sent To  
Notes
2017-08-28 15:29:12B25
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status N Date 2018-03-01 Cont ID  
Sent By jwitmer Date 2018-03-01 Time 12:28 Rev Time 0.00
Received By jwitmer Date 2018-03-01 Time 11:18 Sent To  
Notes
2018-03-01 12:17:57PALM BEACH COUNTY IMPACT FEE OFFICE
 MU-2018-5824
 PCN: 74-43-43-21-01-012-0011
 300 CLEMATIS ST.
 3000 SQ. FT.
 RETAIL
 FEES: $0.00
 PERMIT TECH: DB
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-02-02 Cont ID  
Sent By jwitmer Date 2018-02-02 Time 06:16 Rev Time 0.00
Received By jwitmer Date 2018-02-02 Time 06:16 Sent To  
Notes
2018-02-02 06:17:12IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-02-02 Cont ID  
Sent By jwitmer Date 2018-02-02 Time 06:16 Rev Time 0.00
Received By jwitmer Date 2017-11-20 Time   Sent To  
Notes
2018-02-02 06:14:48IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING 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 IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-09-02 Cont ID  
Sent By jwitmer Date 2017-09-02 Time 10:36 Rev Time 0.00
Received By jwitmer Date 2017-09-01 Time 11:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-02-27 Cont ID  
Sent By ccole Date 2018-02-27 Time 10:35 Rev Time 0.00
Received By ccole Date 2018-02-27 Time 10:35 Sent To  
Notes
2018-02-27 10:48:34MECHANICAL PROVISO:
 CCOLE 2/27/18
  
 1) THE SLOPE OF THE ROOF THAT MUST BE WALKED OVER TO
 ACCESS THE NEW CONDENSERS SHALL NOT BE GREATER THAN
 4/12- ( 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL)-
 SECTION 306.5 FBC-14 MECHANICAL.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-02-02 Cont ID  
Sent By ccole Date 2018-02-02 Time 16:41 Rev Time 0.00
Received By ccole Date 2018-02-02 Time 15:58 Sent To  
Notes
2018-02-02 16:49:423RD REVIEW FBC-2014 MECHANICAL
 PERMIT #17081207
 2/2/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 COMMENT #3 FROM THE PREVIOUS REVIEW STILL EXISTS. I
 HAVE REPRINTED IT BELOW. THE EMAILED PHOTO TO MY
 ATTENTION WAS NOT SUFFICIENT EVIDENCE OF THE ROOF
 SLOPE, AND PHOTOS ARE NOT ACCEPTED AS CONSTRUCTION
 DOCUMENTS.
  
 PLEASE PROVIDE A CLEAR, DIMENSIONED DRAWING THAT
 DEPICTS THE ACTUAL LOCATION AND ROOF SLOPE.
  
 3) M1.1: IT APPEARS THAT ACCESS TO THE CONDENSING UNITS
 WILL REQUIRE WALKING OVER A SLOPED ROOF. PLEASE VERIFY
 THAT THE SLOPE OF THE ROOF DOES NOT EXCEED 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33% SLOPE)- SECTION
 306.5.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-11-07 Cont ID  
Sent By ccole Date 2017-11-07 Time 11:55 Rev Time 0.00
Received By ccole Date 2017-11-07 Time 11:06 Sent To  
Notes
2017-11-07 12:15:141ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17081207
 11/7/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE REQUESTED AC CALCULATIONS WERE NOT PROVIDED. 2ND
 REQUEST- PLEASE COMPLY.
  
 2) PLEASE INCLUDE COMPLIANCE DATA FOR THE AC SYSTEMS ON
 THE COMCHECK ENERGY COMPLIANCE SUBMITTAL.
  
 3) M1.1: IT APPEARS THAT ACCESS TO THE CONDENSING UNITS
 WILL REQUIRE WALKING OVER A SLOPED ROOF. PLEASE VERIFY
 THAT THE SLOPE OF THE ROOF DOES NOT EXCEED 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33% SLOPE)- SECTION
 306.5.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-08-30 Cont ID  
Sent By ccole Date 2017-08-30 Time 16:52 Rev Time 0.00
Received By ccole Date 2017-08-30 Time 16:33 Sent To  
Notes
2017-08-30 17:10:531ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17081207
 8/30/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) A SEPARATE PERMIT APPLICATION AND PLANS ARE REQUIRED
 FOR THE REFRIGERATION SYSTEMS. THIS WOULD INCLUDE THE
 SYSTEMS SHOWN ON SHEET M1.3- SANDWICH CASE AND VAULT
 COOLER, AND ANY OTHER REFRIGERATION EQUIPMENT LISTED IN
 THE SCHEDULE ON SHEET EF-1.
  
 2) SUBMIT COOLING AND HEATING CALCULATIONS FOR THE NEW
 CARRIER AC SYSTEMS- SECTION 312.1.
  
 3) SHEET M1.0: PLEASE CORRECTLY LABEL AHU-2 ON THE PLAN
 AND IN THE AIR HANDLING AND CONDENSING UNIT SCHEDULES.
  
 4) REFER TO SECTION 606.2.1: SMOKE DETECTORS ARE
 REQUIRED IN THE RETURN AIR SYSTEMS OF THE 5-TON CARRIER
 CASSETTE SYSTEMS UNLESS MANUFACTURER'S SPECIFICATIONS
 INDICATE THE CASSETTE GROUPS CANNOT PRODUCE SUPPLY AIR
 IN EXCESS OF 2000 CFMS. PLEASE NOTE THAT SECTION
 606.2.1 ALLOWS AN EXCEPTION FOR AREA SMOKE DETECTORS TO
 BE INSTALLED IN LIEU OF DETECTORS IN THE RETURN AIR
 SYSTEMS.
  
 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 3 Status P Date 2018-02-13 Cont ID  
Sent By gjohnson Date 2018-02-13 Time 15:32 Rev Time 0.00
Received By gjohnson Date 2018-02-13 Time 08:08 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-11-09 Cont ID  
Sent By gjohnson Date 2017-11-09 Time 11:17 Rev Time 0.00
Received By gjohnson Date 2017-11-09 Time 10:12 Sent To  
Notes
2017-11-09 11:18:27PLUMBING PROVISO:
 1. BEFORE FIRST INSPECTION PROVIDE A GREASE INTERCEPTOR
 SIZING CALCULATION DONE BY SCHIER THE MANUFACTURE. WPB
 AMEND TO FBC 107.2.1.3
 2. A BACKFLOW IS REQUIRED ON THE SUPPLY LINE TO THE ICE
 MACHINE, COFFEE, CAPPUCCINO MACHINE AND SLURPEE,
 BEVERAGE MACHINES. PER FBC PL 608.3, 608.16.1,
 608.16.10
 3. PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS. PER FBC PL
 1002.4
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-08-29 Cont ID  
Sent By gjohnson Date 2017-08-29 Time 10:56 Rev Time 0.00
Received By gjohnson Date 2017-08-29 Time 08:07 Sent To  
Notes
2017-08-29 11:36:341ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. GRAB BARS SHALL BE MEASURED FROM TOP OF GRIPPING
 SURFACE TO FINISH FLOOR. PER FBC ACC 609.4
  
 2. SHT. A2.1 DETAILS 2, 5, 9, AND UNDER KEY NOTE
 DETAILS 8, 9 SHOW VERTICAL GRAB BARS, GRAB BARS SHALL
 BE INSTALLED IN A HORIZONTAL POSITION ONLY. PER FBC ACC
 609.4
  
 3. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.6 FLUSH
 CONTROLS.
 FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.
 HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.
 FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
 WATER CLOSET
  
 4. PLEASE EXPAND THE WATER RISER AND LABEL ALL
 FIXTURES. WPB AMEND TO FBC 107.3.5.1.3(13)
  
 5. THE RPZ BACKFLOW DEVISE ON WATER SERVICE SHALL BE
 NEXT TO THE CITY METER PER WPB UTILITIES DEPT.
  
 6. A SEPARATE PERMIT IS REQUIRED FOR THE RPZ ON THE
 WATER SERVICE.
  
 7. PLEASE PROVIDE MANUFACTURE SIZING CALCULATIONS FOR
 GREASE INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1.
  
 8. PLEASE PROVIDE A SANITARY RISER. PER WPB AMEND TO
 FBC 107.3.5.1.3(13)
  
 9. PLEASE SHOW ON THE RISER DIAGRAMS THE REQUIRED TRAP
 PRIMERS ON FLOOR DRAINS, THE AIR HAMMER ARRESTORS AND
 SHUT OFFS ON THE DROPS. PER WPB AMEND TO FBC
 107.3.5.1.3(13)
  
 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 P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-02-13 Cont ID  
Sent By gjohnson Date 2018-02-13 Time 15:32 Rev Time 0.00
Received By gjohnson Date 2018-02-13 Time 15:32 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2018-02-14 Cont ID  
Sent By AA Date 2018-02-14 Time 16:29 Rev Time 0.00
Received By aaponte Date 2018-02-14 Time 16:29 Sent To  
Notes
2018-02-14 16:35:36PROVISO: ANY GRAPHICS OR DECLS ON WINDOWS SHALL BE
 APPROVED UNDER SEPARATE PERMIT TO CONFIRM TRANSPARENCY
 REQUIREMENTS.
  
Review Stop Z ZONING
Rev No 2 Status F Date 2017-11-20 Cont ID  
Sent By aaponte Date 2017-11-20 Time 14:40 Rev Time 0.00
Received By aaponte Date 2017-11-20 Time 14:40 Sent To  
Notes
2017-11-20 14:42:271. EXISTING OPENING ON OLIVE AVE CANNOT BE BLOCKED WITH
 WALL.
 2. THE END SPACE NEXT TO THE COOLER FACING CLEMATIS
 SHALL BE OF ENOUGH WIDTH TO BE UTILIZED. PLEASE EXPLAIN
 HOW IS THAT SPACE USED FOR MERCHANDISE OR SERVICES.
 3. PLEASE STUDY THE OPTION TO REDUCE THE SIZE OF THE
 CLEMATIS DOORS. PROPOSED DOORS ARE ENCROACHING INTO THE
 PUBLIC ROW.
 4. THE SALE OF BEER, WINE OR LIQUOR FOR CONSUMPTION
 OFF-PREMISE IS NOT PERMITTED WITHIN THE CLEMATIS
 WATERFRONT DISTRICT.
 FOR ADDITIONAL INFORMAITON PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2017-09-07 Cont ID  
Sent By aaponte Date 2017-09-07 Time 15:14 Rev Time 0.00
Received By aaponte Date 2017-09-07 Time 15:14 Sent To  
Notes
2017-09-07 15:40:261. PROPOSED DOUBLE DOOR ALONG CLEMATIS STREET SHALL BE
 CENTERED ON THE OPENNING.
 2. PLEASE INDICATE THE GRADE DIFFERENCE BETWEEN THE
 CLEMATIS STREET SIDEWALK AND THE INSIDE OF STORE.
 3. PLEASE PROVIDE A TRANSPARENCY CALCULATION TO CONFIRM
 COMPLIANCE WITH MINIMUM 50% REQUIRED FOR THE FIRST
 FLOOR STOREFRONT FACADE BETWEEN 0-10 FEET IN HEIGHT.
 4. SHELFS CANNOT BE POSITION TO BLOCK THE STOREFRONT.
 5. PACKAGE SALES OF ALCOHOL, BEER OR WINE IS NOT
 PERMITTED AT THIS LOCATION.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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