Home Records and Reports Contractor Records Owner Records Permit Records Permit Reports Business Reports Property Records Business Tax My Account Code Enforcement Contact Us Log In/Out Print Plan Review Stops For Permit 19040448 Review Stop AIPP ART IN PUBLIC PLACES Rev No 3 Status P Date 2020-08-24 Cont ID   Sent By shill Date 2020-08-24 Time 14:49 Rev Time 0.00 Received By shill Date 2020-08-24 Time 14:49 Sent To   Notes ***NONE*** Review Stop AIPP ART IN PUBLIC PLACES Rev No 2 Status F Date 2020-01-06 Cont ID   Sent By jgomez Date 2020-01-06 Time 16:08 Rev Time 0.00 Received By jgomez Date 2020-01-06 Time 16:08 Sent To   Notes 2020-01-06 16:08:37 ART IN PUBLIC PLACES PROVISO:   PLEASE CONTACT THE PERSON BELOW TO COORDINATE THIS   REQUIREMENT AND TO PASS THIS REVIEW:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]     Review Stop AIPP ART IN PUBLIC PLACES Rev No 1 Status F Date 2019-12-02 Cont ID   Sent By jgomez Date 2019-12-02 Time 14:59 Rev Time 0.00 Received By jgomez Date 2019-12-02 Time 14:59 Sent To   Notes 2019-12-02 15:00:13 ART IN PUBLIC PLACES   PLEASE CONTACT THE PERSON BELOW TO COORDINATE THIS   REQUIREMENT AND TO PASS THIS REVIEW:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 5 Status P Date 2020-01-06 Cont ID   Sent By jgomez Date 2020-01-06 Time 17:12 Rev Time 0.00 Received By jgomez Date 2020-01-06 Time 17:11 Sent To   Notes 2020-01-06 17:12:15 BUILDING REVIEW APPROVED WITH PROVISO:   1) REVISE BUILDING AREA SHOWN ON SHEET G-001 AND SHEET   G-101 TO MATCH.       2) AREA OF REFUGE: CLEARLY MARK THE DOOR PROVIDING   ACCESS TO THE REFUGE AREA. SEE SEC 1007.6.5 2003   INTERNATIONAL BUILDING CODE FOR SPECIFIC REQUIREMENTS.   PROVIDE INFORMATION FOR REVIEW.,       3) TYPE III-B CONSTRUCTION REQUIRES ALL EXTERIOR   BEARING WALLS TO BE 2 HOUR FIRE RATED. VERIFY IN FIELD   2 HOUR CONCRETE BLOCK FOR ALL 2 HOUR FIRE RATED WALLS   SHOWN ON PLANS.       4) PROVIDE ROOFING PRODUCT APPROVAL AND CLEARLY MARK   ASSEMBLY TO BE INSTALLED.   NOTE: IF THE SELECTED ASSEMBLY DOESN'T MEET THE DESIGN   PRESSURES FOR ALL ROOF ZONES, THEN SIGNED AND SEALED   RAS 117 CALCULATIONS ARE REQUIRED.       5)THE SUBMITTAL NOA: 16-0219.01 TC-5 SERIES STEEL ROOF   CURB FOR TRANE ROOF TOP UNITS.   PLEASE REVISE ROOFTOP MECHANICAL UNIT CURB AND   ATTACHMENT RESPONSE LETTER. THE SECOND PARAGRAPH OF THE   LETTER STATS THAT 2 BRACKETS ARE REQUIRED PER SIDE FOR   A TOTAL OF 4 BRACKETS EACH UNIT. IF TWO BRACKETS ARE   REQUIRED PER SIDE, THEN THE TOTAL IS 8 BRACKETS PER   UNIT NOT 4.       6) THE SUBMITTAL NOA: 17-1017.14 TRULITE SERIES 3100   REGISTER ALUMINUM STOREFRONT/ WINDOW WALL SYSTEM- L. M.   I.   NEED TO PROVIDE THE NOA FOR TRULITE DOORS AS SPECIFIED   ON THE STOREFRONT NOA.       7- SEPARATE PERMIT IS REQUIRED FOR THE DIESEL TANK   SHOWN ON PLANS.           ART IN PUBLIC PLACES PROVISO:   PLEASE CONTACT THE PERSON BELOW TO COORDINATE THIS   REQUIREMENT AND TO PASS THIS REVIEW:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 4 Status P Date 2019-12-02 Cont ID   Sent By jgomez Date 2019-12-02 Time 14:04 Rev Time 0.00 Received By jgomez Date 2019-11-27 Time 10:05 Sent To   Notes 2019-11-27 14:33:15 BUILDING REVIEW APPROVED WITH PROVISO:   1) REVISE BUILDING AREA SHOWN ON SHEET G-001 AND SHEET   G-101 TO MATCH.       2) AREA OF REFUGE: CLEARLY MARK THE DOOR PROVIDING   ACCESS TO THE REFUGE AREA. SEE SEC 1007.6.5 2003   INTERNATIONAL BUILDING CODE FOR SPECIFIC REQUIREMENTS.   PROVIDE INFORMATION FOR REVIEW.,       3) TYPE III-B CONSTRUCTION REQUIRES ALL EXTERIOR   BEARING WALLS TO BE 2 HOUR FIRE RATED. VERIFY IN FIELD   2 HOUR CONCRETE BLOCK FOR ALL 2 HOUR FIRE RATED WALLS.   SOWN ON PLANS.       4) PROVIDE ROOFING PRODUCT APPROVAL AND CLEARLY MARK   ASSEMBLY TO BE INSTALLED.   NOTE: IF THE SELECTED ASSEMBLY DOESN'T MEET THE DESIGN   PRESSURES FOR ALL ROOF ZONES, THEN SIGNED AND SEALED   RAS 117 CALCULATIONS ARE REQUIRED.       5)THE SUBMITTAL NOA: 16-0219.01 TC-5 SERIES STEEL ROOF   CURB FOR TRANE ROOF TOP UNITS.   PLEASE REVISE ROOFTOP MECHANICAL UNIT CURB AND   ATTACHMENT RESPONSE LETTER. THE SECOND PARAGRAPH OF THE   LETTER STATS THAT 2 BRACKETS ARE REQUIRED PER SIDE FOR   A TOTAL OF 4 BRACKETS EACH UNIT. IF TWO BRACKETS ARE   REQUIRED PER SIDE, THEN THE TOTAL IS 8 BRACKETS PER   UNIT NOT 4.       6) THE SUBMITTAL NOA: 17-1017.14 TRULITE SERIES 3100   REGISTER ALUMINUM STOREFRONT/ WINDOW WALL SYSTEM- L. M.   I.   NEED TO PROVIDE THE NOA FOR TRULITE DOORS AS SPECIFIED   ON THE STOREFRONT NOA.       7- SEPARATE PERMIT IS REQUIRED FOR THE DIESEL TANK   SHOWN ON PLANS.     Review Stop B BUILDING (STRUCTURAL) Rev No 3 Status F Date 2019-11-08 Cont ID   Sent By jgomez Date 2019-11-08 Time 16:54 Rev Time 0.00 Received By jgomez Date 2019-11-08 Time 09:27 Sent To   Notes 2019-11-08 16:55:11 NEW AUTOMOBILE DEALERSHIP, THIRD BUILDING REVIEW   CHECKLIST.   CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.           NOTICE: *************** 4X FEE / NOTICE!!!!!   ARCHITECTS-ENGINEERS   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 002-G-101 THE LIFE SAFETY PLAN:       ORIGINAL COMMENT:   1A) 3RD REQUEST. UNDER THE HEADING BUILDING CODE   SUMMARY THE PROPOSED USE IS LISTED AS BUSINESS (B) AND   STORAGE (S1). PLEASE NOTE THAT THE SERVICE SHOP IS   LISTED AS A S1 OCCUPANCY. FOR MOTOR VEHICLE REPAIR   GARAGES COMPLYING WITH THE MAXIMUM ALLOWABLE QUANTITIES   OF HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1).   PLEASE SUBMIT A LIST OF HAZARDOUS MATERIALS AND   ALLOWABLE QUANTITIES PER THE 2017 FBC-B TABLE 307.1(1).       RESPONSE:   THE SAME RESPONSE THAT WAS PROVIDED ON THE PREVIOUS   COMMENT WAS PROVIDED THIS TIME AGAIN. THE ONLY   DIFFERENCE IS THAT THE NOTE "G-101 NOTE ADDED (CLOUD   3)" WAS ADDED.   THIS DOESN'T ANSWER THE REQUEST FROM THE PREVIOUS   REVIEWER. THE REQUEST IS TO PROVIDE THE LIST AND   QUANTITIES OF EACH HAZARDOUS MATERIALS THAT ARE GOING   TO BE STORED IN THIS PLACE. ALSO, CLEARLY SHOW ON PLANS   LOCATION OF EACH MATERIAL. ARCHITECT MAY WANT TO   COORDINATE THIS INFORMATION WITH THE OWNER OF THE   DEALERSHIP TO VERIFY QUANTITIES OF EACH MATERIAL TO BE   STORED IN THIS PLACE AND PROVIDE INFORMATION ON   DRAWINGS.           1B) OK       ORIGINAL COMMENT:   1C) SEMI-COMPLIED. UNDER THE BUILDING DATA THERE IS NO   LISTING FOR THE REQUIRED AREA OF REFUGE, THIS IS A 2   STORY BUILDING AND NO FIRE SPRINKLERS. THE 2017   FBC-ACCESSIBILITY CODE UNDER SECTION 207 ACCESSIBLE   MEANS OF EGRESS. SECTION 207.1. MEANS OF EGRESS SHALL   COMPLY WITH SECTION 1007 OF THE INTERNATIONAL BUILDING   CODE (2003 EDITION).   PLEASE REVIEW IN THE 2003 IBC-B SECTIONS DEALING WITH:       1007.3 ENCLOSED EXIT STAIRWAYS, 48 INCHES BETWEEN   HANDRAILS.   RESPONSE:   OK. DIMENSIONS ON PLANS WERE REVISED, BUT INFORMATION   ON SHEET G101 WAS NOT REVISED. REVISE AS REQUIRED TO   MATCH.       1007.4 ELEVATORS.   RESPONSE:   OK. NO USED AS MEANS OF EGRESS.       1007.6 AREAS OF REFUGE.   RESPONSE:   OK. BUT, CLEARLY IDENTITY ON PLANS "AREA OF REFUGE AND   SPECIFY SIZE.       1007.6.1. SIZE.   RESPONSE:   CLEARLY IDENTITY ON PLANS "AREA OF REFUGE AND SPECIFY   SIZE.       1007.6.2. SEPARATION.   RESPONSE:   OK. NO REQUIRED.       1007.6.3. TWO-WAY COMMUNICATION.   RESPONSE:   OK. BUT NEED TO CLEARLY SPECIFY IT ON PLANS. AND, TWO   WAY COMMUNICATIONS SHALL INCLUDE BOTH AUDIBLE AND   VISIBLE SIGNALS.       1007.6.4. INSTRUCTIONS.   RESPONSE:   CLEARLY SPECIFY ON PLANS REQUIRED INSTRUCTIONS.       1007.6.5. IDENTIFICATION.   RESPONSE:   CLEARLY PROVIDE ON PLANS THE IDENTIFICATION   INFORMATION.       1007.7.7. SIGNAGE.   RESPONSE:   CLEARLY SPECIFY ON PLANS SIGNAGE THAT ELEVATOR IS NOT   AN APPROVED ACCESSIBLE MEANS OF EGRESS AND INDICATE   LOCATION OF ACCESSIBLE MEANS OF EGRESS.           ORIGINAL COMMENT:   1D) 3RD REQUEST. SEPARATED MIXED OCCUPANCY SHOWS THE   FORMULA FOR AREA CALCULATIONS BUT HAS LEFT THE   CALCULATION BLANK. PLEASE PROVIDE THE ACTUAL AND   ALLOWABLE SQUARE FEET FOR EACH OF THE OCCUPANCIES AND   THE END CALCULATION. 2017 FBC-B 508.3.3.       RESPONSE:   OCCUPANCIES LISTED ON SHEET G-101 (A AND M OCCUPANCIES)   DON'T CORRESPOND TO THE OCCUPANCIES LISTED UNDER   "ALLOWABLE AREA" (B AND S-1 OCCUPANCIES). REVISE AS   REQUIRED.           ORIGINAL COMMENT:   1E) SEMI-COMPLIED. PLEASE NOTE THE PLANS DOES NOT STATE   THE ACTUAL OCCUPANT LOAD FOR EACH OF THE OCCUPANCIES.   THE EXIT WIDTH DOES PROVIDE THE AREA FOR EACH OCCUPANCY   AND AREA PER OCCUPANT (TABLE 1004.1.2) BUT DOES NOT   GIVE THE ACTUAL OCCUPANT LOAD PER STORY AND THE TOTAL   OCCUPANT LOAD. 2017 FBC-B 1004.1 & TABLE 1004.1.2.       RESPONSE:   INFORMATION SHOWN ON THE "EGRESS WIDTH" TABLE AND   INFORMATION SHOWN ON PLANS DON'T MATCH. PROVIDE THE   NUMBER OF PEOPLE FOR EACH OCCUPANCY BASED ON THE GROSS   SQUARE FOOTAGE AS REQUIRED BY TABLE 1004.1.2   FBC-BUILDING. AND, COORDINATE WITH NUMBER OF PEOPLE   SHOWN ON FLOOR PLANS FOR EACH OCCUPANCY. CLARIFY WHY ON   THE SECOND FLOOR THERE ARE MORE CHAIRS THAN NUMBER OF   PEOPLE SPECIFIED?. SEC. 107.2.1 CITY AMENDMENTS.       ALSO, REVISE INFORMATION ON THE EXIT WIDTH TABLE.   REVISE SIZE OF STAIRS TO MATCH PLANS REVISED TO COMPLY   WITH THE ACCESSIBILITY REQUIREMENTS. AND, REVISE THE   "EGRESS CAPACITY FACTOR" OF THE STAIRS TO COMPLY WITH   SEC. 1005.3.1 FBC-BUILDING. THE FACTOR IS 0.3 NOT 0.2.       IN ADDITION, REVISE THE ACTUAL WIDTH OF OPENINGS FOR   "OTHER EGRESS COMPONENTS" ( EGRESS DOORS FOR EXAMPLE).   SEE SEC. 1010.1.1 FBC-BUILDING FOR ACTUAL SIZE OF   EGRESS DOORS AND REVISE INFORMATION ON PLANS AS   REQUIRED.           ORIGINAL COMMENT:   1F)KEY NOTES ON SHEET 041-A-101 INDICATE THE DESIGNER   OF RECORD REQUIRING A 2 HOUR WALL BETWEEN THE B & S1   OCCUPANCY AND DECLARING THE BLOCK TO COMPLY WITH   (U905). THIS DESIGN REQUIRES A D-2 A 8 INCH BLOCK, AND   2 HOUR FIRE RATED CONCRETE BLOCK. PLEASE NOTE WE WILL   REQUIRE DOCUMENTATION FROM THE BLOCK MANUFACTURER THAT   THEIR 2 HOUR RATING OF BLOCK COMPLIES WITH TABLE   722.3.2. (2017 FBC-B) MINIMUM EQUIVALENT THICKNESS OF   BEARING OR NONBEARING CONCRETE MASONRY WALLS. PROVIDE   THE TYPE OF AGGREGATE AND EQUIVALENT THICKNESS FOR THE   2 HOUR FIRE RATING. THE SAME FOR 12 INCH WIDE BLOCK,   PROVIDE A LETTER FROM THE BLOCK MANUFACTURER.       RESPONSE:   WALL TYPES AND PLANS ARE NOT CLEAR. MISSING DETAILS FOR   THE SPECIFIED FIRE RATED WALLS. PROVIDE COMPLETE WALL   DETAIL FOR THE 2 HOUR FIRE RATED CONCRETE BLOCK WALLS   (U905) SPECIFYING 2HR BLOCK. ALSO, PROVIDE COMPLETE   WALL DETAIL FOR THE ONE HOUR FIRE RATED PARTITION   (U419). AND, CLEARLY TAG THEM ON THE FLOOR PLANS. IN   ADDITION, CLEARLY SPECIFY IF IT'S 8" OR 12" CONCRETE   BLOCK. SEC. 107.2.1 CITY AMENDMENTS.       ORIGINAL COMMENT:   1G) 3RD REQUEST. SHEET A-501 WALL TYPES A3-A6 ALL SHOW   BLOCK WALLS WITH EITHER 8 INCH OR 12 INCH CMU. EACH   DETAIL SHOULD BE SPECIFIC TO BLOCK TYPE AND WALL TYPE.   AGAIN THESE DETAILS DO NOT MATCH THE WALL   IDENTIFICATION TAGS LOCATED IN SHEETS 041-A-101 AND   042-A-102. INFORMATION ON THE PLANS HAS TO BE SPECIFIC   NO EITHER, OR. SUCH DRAWINGS AND 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. 107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS.       RESPONSE:   SEE RESPONSE FOR ITEM 1(F) ABOVE.       1H) OK.               ORIGINAL COMMENT:   SECOND ROUND OF COMMENTS. THE LIFE SAFETY SHEET   002-G-101 SHOWS A SECOND STORY BUSINESS AND STORAGE   OCCUPANCY, (ASSUMED S-1). THE TRAVEL DISTANCE IS SHOWN   GOING DOWN THROUGH THE STAIRWAY MAKING THIS STAIRWAY   EXIT ACCESS AND THE TRAVEL DISTANCE ON THE STAIRS TO BE   TAKEN PARALLEL TO THE STAIRS. FROM THE FURTHEST POINT   TAKEN ON THE SECOND FLOOR TO THE FIRST FLOOR LANDING   THE TRAVEL DISTANCE IS BETWEEN 85 TO 90 FEET. THIS IS   OVER THE ALLOWABLE MAXIMUM COMMON PATH OF TRAVEL FROM   TABLE 1006.3.2(2) OF 75 FEET AND OCCUPANT LOAD OF 49   FOR BUSINESS OR 29 FOR STORAGE OCCUPANCY. IF THE   STAIRWAY WAS A RATED 1 HOUR EXIT STAIRWAY WITH OPENING   PROTECTIVES AND EXIT PASSAGEWAY TO THE EXTERIOR, THEN   THE TRAVEL DISTANCE FOR THE 2ND FLOOR WOULD WORK.   PLEASE REVIEW ALL OF THE REQUIREMENTS FOR EXIT AND EXIT   PASSAGEWAYS. EXIT PASSAGEWAYS ARE FOUND UNDER FBC-B   1024. PLEASE REVIEW VENTILATION REQUIREMENTS (FBC-B   1024.7) FOR EXIT PASSAGEWAYS AS WELL.       RESPONSE:   THIS IS A TWO STORY BUILDING. TABLE 1006.3.2(2)   FBC-BUILDING IS THE TABLE THAT APPLIES TO THIS   BUILDING. IF THERE IS A DIFFERENCE BETWEEN THE FIRE   CODE AND BUILDING CODE THEN THE MOST STRINGENT CODE   PREVAILS. IT LOOKS LIKE THE STAIRWAY IS GOING TO BE AT   LEAST ONE HOUR FIRE RATED. REVISE TRAVEL DISTANCE. SHOW   TRAVEL DISTANCE UP TO THE ENTRY OF THE STAIRWAY.           ORIGINAL COMMENT:   1J) 3RD REQUEST. VERSION # 2 STILL DOES NOT SHOW   COMPLIANCE WITH FBC-B 1015.4 OPENING LIMITATIONS.   REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW   PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM   THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. ALSO   THERE IS A DETAIL FOR RISE AND RUN BUT NO DIMENSION FOR   COMPLIANCE WITH 1015.4 FBC-B EXCEPTION 2. THE   TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR,   FORMED BY THE RISER, TREAD AND BOTTOM RAIL SHALL NOT   ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER.   1 ST ROUND OF COMMENTS. STAIRWAY GUARDRAIL. SHEET   049-A-101. PLEASE PROVIDE A DETAIL SHOWING COMPLIANCE   WITH: 2017 FBC-B 1015.4 OPENING LIMITATIONS. REQUIRED   GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A   SPHERE 4 INCHES (102 MM) IN DIAMETER FROM THE WALKING   SURFACE TO THE REQUIRED GUARD HEIGHT.       RESPONSE:   STAIR SECTION A4 ON SHEET 049-A-401 SPECIFIES 4"   BETWEEN THE HORIZONTAL RAILING. THE DIMENSION NEEDS TO   BE SMALLER THAN 4 INCHES SO IT DOESN'T ALLOW THE   PASSAGE OF 4" SPHERE. REVISE AS REQUIRED.   ALSO, THE REQUESTED INFORMATION FOR THE LIMITATIONS ON   THE TRIANGULAR AREA AT THE OPEN SIDE OF THE STAIRS WAS   NOT PROVIDED. PROVIDE COMPLETE INFORMATION.           ORIGINAL COMMENT:   2A) 3RD REQUEST. THERE MUST BE A PERMANENT MEANS OF   EGRESS TO REACH THE ROOF TOP HATCH.   1ST ROUND OF COMMENTS. SHEET 042-A102 THE 2ND FLOOR   PLAN AND ROOF PLAN OF THE REPAIR GARAGE, SHOWS A ROOF   HATCH TO GAIN ACCESS TO THE MECHANICAL EQUIPMENT ON THE   ROOF. SHEET 047-A-301 SHOWS A VERTICAL DISTANCE FROM   THE FINISH FLOOR TO THE BOTTOM OF THE BAR JOIST OF   14.66 FEET, CENTERED IN THE SERVICE BAY DOORWAY. THE   VERTICAL DISTANCE FROM FINISH FLOOR TO THE TOP OF THE   ROOF AT THE ROOF HATCH IS OVER 18.50 FEET. PLEASE SHOW   HOW COMPLIANCE WITH 306.5 OF THE 2017 MECHANICAL CODE   WILL BE MET:   2017 FBC-MECHANICAL. 306.5 EQUIPMENT AND APPLIANCES ON   ROOFS OR ELEVATED STRUCTURES.   WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE   LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A   BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER   THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH   EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS   OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT   REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30   INCHES (762 MM) IN HEIGHT.       RESPONSE:   UNABLE TO FIND DETAIL A6/A-503 FOR ROOF LADDER. PROVIDE   INFORMATION SHOWING COMPLIANCE.       2B) OK.   2C) OK.   3) OK.   4) OK.   5) OK       ORIGINAL COMMENT:   6) 3RD REQUEST. THE SUBMITTED NOA: 14-0827.18TAMKO   MODIFIED BITUMEN ROOF SYSTEM OVER STEEL DECK HAS   VARIOUS SUB-SYSTEMS LISTED WITHIN THE REPORT BUT NONE   OF THE SUB-SYSTEMS WERE IDENTIFIED AS THE ONE BEING   INSTALLED. : FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOES NOT ALLOW ENHANCED FASTENING) FOR ROOF ZONES 2 &   3. FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   1609.6.4.4.1 COMPONENTS & CLADDING.       RESPONSE:   APPROVED ASSEMBLY WAS NOT SELECTED. AND, NEED SIGNED   AND SEALED RAS 117 CALCULATIONS FOR SELECTED ASSEMBLY   (GENERAL LIMITATION #7 ONLY). IF THE SELECTED ASSEMBLY   IS LIMITED BY GENERAL LIMITATION #9 AND THE ASSEMBLY   DOESN'T MEET THE DESIGN PRESSURES FOR ALL ROOF ZONES,   THEN IT CAN NOT BE USED.   NOTE: ALL PRODUCT APPROVALS CAN BE SUBMITTED LATER AS   DEFERRED SUBMITTAL. ADVICE IF PREFER TO SUBMIT PRODUCT   APPROVALS AS DEFERRED SUBMITTAL.       ORIGINAL COMMENT:   7) 3RD REQUEST. THE SUBMITTAL NOA: 16-0219.01 TC-5   SERIES STEEL ROOF CURB FOR TRANE ROOF TOP UNITS. PLEASE   REVIEW SHEET 4 AND 5 OF THE PRODUCT APPROVAL FOR   TECHNICAL NOTES. 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.   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. 2017   FBC-M- 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,   APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL   BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES   DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING   CODE, BUILDING.       RESPONSE:   PLEASE CLARIFY ROOFTOP MECHANICAL UNIT CURB AND   ATTACHMENT RESPONSE LETTER. THE SECOND PARAGRAPH OF THE   LETTER STATS THAT 2 BRACKETS ARE REQUIRED PER SIDE FOR   A TOTAL OF 4 BRACKETS EACH UNIT. IF TWO BRACKETS ARE   REQUIRED PER SIDE, THEN THE TOTAL IS 8 BRACKETS PER   UNIT NOT 4. CLARIFY/REVISE AS REQUIRED. SEC. 107.2.1   CITY AMENDMENTS.           ORIGINAL COMMENT:   8) 3RD REQUEST. THE SUBMITTAL NOA: 17-1017.14 TRULITE   SERIES 3100 REGISTER ALUMINUM STOREFRONT/ WINDOW WALL   SYSTEM- L. M. I. SHEETS 2-5 DO NOT OPEN FOR REVIEW.   PLEASE NOTE ON PAGE 6 ONLY THE BOTTOM SERIES OF GLASS   IS HIGHLIGHTED FOR PRESSURES. THE UPPER WINDOW GLASS IS   NOT MENTIONED. THE UPPER GLAZING UNITS WHICH HAVE BOTH   VERTICAL AND HORIZONTAL FRAMING MEMBERS ARE NOT   IDENTIFIED ON SHEETS 8 AND 9 OF THE REPORT NOR IS THE   CHART HIGHLIGHTED OR CIRCLED TO IF THE JAMBS ARE   REQUIRED TO BE STEEL RE-ENFORCED. SHEET 10 OF 17 THE   DOOR MULLION INDICATES TRULITE DOORS ARE UNDER A   SEPARATE NOA. SHEET 13 OF 17 THE ANCHOR LOAD CHART IS   NOT IDENTIFIED AS TO THE TYPE OF ANCHOR FOR THE FRAME   WIDTH AND HEIGHT.   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 SIZE, LENGTH IF UNREINFORCED   OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.       RESPONSE:   NEED TO PROVIDE THE NOA FOR TRULITE DOORS AS SPECIFIED   ON THE STOREFRONT NOA AND AS SHOWN ON PLANS.       9) OK.   10) OK   11) OK   12) OK       13) INFORMATIONAL: ART IN PUBLIC PLACES   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       14) IMPACT FEES - SEE IMPACT FEES REVIEW STOP FOR   PROCEDURE.       15) 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.       IN ORDER TO AVOID MULTIPLE SUBMITTALS, PLEASE FEEL FREE   TO CONTACT ME IF YOU HAVE ANY QUESTIONS REGARDING THESE   COMMENTS,   JULIO GOMEZ   COMMERCIAL COMBINATION PLANS EXAMINER   DEVELOPMENT SERVICES DEPARTMENT   BUILDING DIVISION   (561)805-6712   [email protected]         Review Stop B BUILDING (STRUCTURAL) Rev No 2 Status F Date 2019-08-12 Cont ID   Sent By jwitmer Date 2019-08-12 Time 11:49 Rev Time 0.00 Received By jwitmer Date 2019-08-12 Time 07:53 Sent To   Notes 2019-08-12 11:49:53 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19040448   ADD: 2700 S AUSTRALIAN AVE.   CONT: AUTOBUILDERS GENERAL CONT. SVCS. INC.   TEL: 561-622-3515   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION   2ND REVIEW   DATE: MONDAY, AUGUST 12TH/2019   ACTION: DENIED       NOTICE: *************** 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 002-G-101 THE LIFE SAFETY PLAN:   1A).2ND REQUEST. UNDER THE HEADING BUILDING CODE   SUMMARY THE PROPOSED USE IS LISTED AS BUSINESS (B) AND   STORAGE (S1). PLEASE NOTE THAT THE SERVICE SHOP IS   LISTED AS A S1 OCCUPANCY. FOR MOTOR VEHICLE REPAIR   GARAGES COMPLYING WITH THE MAXIMUM ALLOWABLE QUANTITIES   OF HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1).   PLEASE SUBMIT A LIST OF HAZARDOUS MATERIALS AND   ALLOWABLE QUANTITIES PER THE 2017 FBC-B TABLE 307.1(1).       1B) 2N REQUEST. UNDER THE HEADING OF BUILDING DATA THE   PLANS ARE INDICATED THEY ARE DESIGNED UNDER THE 2014   FBC. PLEASE NOTE THAT THE 2017 FBC-B WAS ADOPTED   STATEWIDE ON DEC. 31/ 2017. PLEASE UPDATE PLANS.       1C) 2ND REQUEST. UNDER THE BUILDING DATA THERE IS NO   LISTING FOR THE REQUIRED AREA OF REFUGE, THIS IS A 2   STORY BUILDING AND NO FIRE SPRINKLERS. THE 2017   FBC-ACCESSIBILITY CODE UNDER SECTION 207 ACCESSIBLE   MEANS OF EGRESS. SECTION 207.1. MEANS OF EGRESS SHALL   COMPLY WITH SECTION 1007 OF THE INTERNATIONAL BUILDING   CODE (2003 EDITION).   PLEASE REVIEW IN THE 2003 IBC-B SECTIONS DEALING WITH:   1007.3 ENCLOSED EXIT STAIRWAYS, 48 INCHES BETWEEN   HANDRAILS.   1007.4 ELEVATORS.   1007.6 AREAS OF REFUGE.   1007.6.1. SIZE.   1007.6.2. SEPARATION.   1007.6.3. TWO-WAY COMMUNICATION.   1007.6.4. INSTRUCTIONS.   1007.6.5. IDENTIFICATION.   1007.7.7. SIGNAGE.       1D) 2ND REQUEST. SEPARATED MIXED OCCUPANCY SHOWS THE   FORMULA FOR AREA CALCULATIONS BUT HAS LEFT THE   CALCULATION BLANK. PLEASE PROVIDE THE ACTUAL AND   ALLOWABLE SQUARE FEET FOR EACH OF THE OCCUPANCIES AND   THE END CALCULATION. 2017 FBC-B 508.3.3.       1E) COMPLIED. PLEASE NOTE THE PLANS DOES NOT STATE THE   ACTUAL OCCUPANT LOAD FOR EACH OF THE OCCUPANCIES. THE   EXIT WIDTH DOES PROVIDE THE AREA FOR EACH OCCUPANCY AND   AREA PER OCCUPANT (TABLE 1004.1.2) BUT DOES NOT GIVE   THE ACTUAL OCCUPANT LOAD PER STORY AND THE TOTAL   OCCUPANT LOAD. 2017 FBC-B 1004.1 & TABLE 1004.1.2.       1F)SEMI-COMPLIED. KEY NOTES ON SHEET 041-A-101 INDICATE   THE DESIGNER OF RECORD REQUIRING A 2 HOUR WALL BETWEEN   THE B & S1 OCCUPANCY AND DECLARING THE BLOCK TO COMPLY   WITH (U905). THIS DESIGN REQUIRES A D-2 A 8 INCH BLOCK,   AND 2 HOUR FIRE RATED CONCRETE BLOCK. PLEASE NOTE WE   WILL REQUIRE DOCUMENTATION FROM THE BLOCK MANUFACTURER   THAT THEIR 2 HOUR RATING OF BLOCK COMPLIES WITH TABLE   722.3.2. (2017 FBC-B) MINIMUM EQUIVALENT THICKNESS OF   BEARING OR NONBEARING CONCRETE MASONRY WALLS. PROVIDE   THE TYPE OF AGGREGATE AND EQUIVALENT THICKNESS FOR THE   2 HOUR FIRE RATING. THE SAME FOR 12 INCH WIDE BLOCK,   PROVIDE A LETTER FROM THE BLOCK MANUFACTURER.   THE OTHER ISSUE WITH NOTES 10 AND 11 GO BACK TO THE   WORD OR, 8 INCH OR 12 INCH BLOCK. THE REQUIREMENT HAS   TO BE SPECIFIC. 2017 WEST PALM BEACH AMENDMENTS TO THE   FLORIDA BUILDING CODE, CHAPTER 1 ADMINISTRATIVE CODE   SECTION 107.2.1.3. 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 TO THE TECHNICAL CODES   "SHALL NOT BE CITED AS A WHOLE OR IN PART, NOR THE TERM   "LEGAL" OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR   SPECIFIC INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE   SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND   EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT   WILL CONFORM TO THE PROVISIONS OF THIS CODE AND   RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS   DETERMINED BY THE BUILDING OFFICIAL.   1ST ROUND COMMENT. THE LIFE SAFETY SHEET 002-G-101   UNDER THE HEADING OF ALLOWABLE AREA, MIXED OCCUPANCY   INDICATES YES, AND SEPARATION 2 HRS. THE FIRST FLOOR   PARTS ROOM HAS A NOTE 2 HRS. IT WOULD APPEAR THAT THIS   NOTE REFERS TO THE BLOCK WALL BETWEEN THE BUSINESS   OCCUPANCY AND S1 REPAIR GARAGE. THE FIRST FLOOR PLAN   SHEET 041-A-101 HAS THIS SAME WALL WITH A WALL   IDENTIFICATION TAG IDENTIFIED AS WALL TYPE 10. SHEET   042-A-102 THE SECOND FLOOR HAS THE SAME WALL TYPE   IDENTIFIED WITH A WALL IDENTIFICATION TAG AS WALL TYPE   6. WHEN YOU OPEN UP SHEET 050-A-501 WALL TYPES NONE OF   THE WALL TYPES SHOWN HAVE THE SAME NAMING CONVENTION.       1G) 2ND REQUEST. SHEET A-501 WALL TYPES A3-A6 ALL SHOW   BLOCK WALLS WITH EITHER 8 INCH OR 12 INCH CMU. EACH   DETAIL SHOULD BE SPECIFIC TO BLOCK TYPE AND WALL TYPE.   AGAIN THESE DETAILS DO NOT MATCH THE WALL   IDENTIFICATION TAGS LOCATED IN SHEETS 041-A-101 AND   042-A-102. INFORMATION ON THE PLANS HAS TO BE SPECIFIC   NO EITHER, OR. SUCH DRAWINGS AND 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. 107.2.1 INFORMATION ON   CONSTRUCTION DOCUMENTS.       1H) INFORMATIONAL ONLY. PLEASE NOTE THE DESIGNER OF   RECORD CAN DESIGN TO A MORE STRINGENT STANDARD, BUT   UNDER THE 2017   FBC-B TABLE 508.4 THERE IS NO OCCUPANCY SEPARATION   REQUIRED BETWEEN A B AND S1 OCCUPANCY. IF THERE IS A   DIFFERENCE BETWEEN THE FIRE CODE AND BUILDING CODE THEN   THE MOST STRINGENT CODE PREVAILS.       1I) 2ND REQUEST, SEMI-COMPLIED. YOU HAVE NOT COMPLIED   WITH THE REQUIREMENTS OF COMMENT 1-C. THIS IS NEW   CONSTRUCTION, 2 STORY NOT SPRINKLERED REQUIRING AN AREA   OF REFUGE.   PLEASE REVIEW IN THE 2003 IBC-B SECTIONS DEALING WITH:   1007.3 ENCLOSED EXIT STAIRWAYS, 48 INCHES BETWEEN   HANDRAILS.   1007.4 ELEVATORS.   1007.6 AREAS OF REFUGE.   1007.6.1. SIZE.   1007.6.2. SEPARATION.   1007.6.3. TWO-WAY COMMUNICATION.   1007.6.4. INSTRUCTIONS.   1007.6.5. IDENTIFICATION.   1007.7.7. SIGNAGE.           1ST ROUND OF COMMENTS. THE LIFE SAFETY SHEET 002-G-101   SHOWS A SECOND STORY BUSINESS AND STORAGE OCCUPANCY,   (ASSUMED   S-1). THE TRAVEL DISTANCE IS SHOWN GOING DOWN THROUGH   THE STAIRWAY MAKING THIS STAIRWAY EXIT ACCESS AND THE   TRAVEL DISTANCE ON THE STAIRS TO BE TAKEN PARALLEL TO   THE STAIRS. FROM THE FURTHEST POINT TAKEN ON THE SECOND   FLOOR TO THE FIRST FLOOR LANDING THE TRAVEL DISTANCE IS   BETWEEN 85 TO 90 FEET. THIS IS OVER THE ALLOWABLE   MAXIMUM COMMON PATH OF TRAVEL FROM TABLE 1006.3.2(2) OF   75 FEET AND OCCUPANT LOAD OF 49 FOR BUSINESS OR 29 FOR   STORAGE OCCUPANCY. IF THE STAIRWAY WAS A RATED 1 HOUR   EXIT STAIRWAY WITH OPENING PROTECTIVES AND EXIT   PASSAGEWAY TO THE EXTERIOR, THEN THE TRAVEL DISTANCE   FOR THE 2ND FLOOR WOULD WORK. PLEASE REVIEW ALL OF THE   REQUIREMENTS FOR EXIT AND EXIT PASSAGEWAYS. EXIT   PASSAGEWAYS ARE FOUND UNDER FBC-B 1024. PLEASE REVIEW   VENTILATION REQUIREMENTS (FBC-B 1024.7) FOR EXIT   PASSAGEWAYS AS WELL.       1J) 2ND REQUEST. VERSION # 2 STILL DOES NOT SHOW   COMPLIANCE WITH FBC-B 1015.4 OPENING LIMITATIONS.   REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW   PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER FROM   THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. ALSO   THERE IS A DETAIL FOR RISE AND RUN BUT NO DIMENSION FOR   COMPLIANCE WITH 1015.4 FBC-B EXCEPTION 2. THE   TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR,   FORMED BY THE RISER, TREAD AND BOTTOM RAIL SHALL NOT   ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER.   1 ST ROUND OF COMMENTS. STAIRWAY GUARDRAIL. SHEET   049-A-101. PLEASE PROVIDE A DETAIL SHOWING COMPLIANCE   WITH: 2017 FBC-B 1015.4 OPENING LIMITATIONS. REQUIRED   GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A   SPHERE 4 INCHES (102 MM) IN DIAMETER FROM THE WALKING   SURFACE TO THE REQUIRED GUARD HEIGHT.       2A) 2ND REQUEST. THERE MUST BE A PERMANENT MEANS OF   EGRESS TO REACH THE ROOF TOP HATCH.   1ST ROUND OF COMMENTS. SHEET 042-A102 THE 2ND FLOOR   PLAN AND ROOF PLAN OF THE REPAIR GARAGE, SHOWS A ROOF   HATCH TO GAIN ACCESS TO THE MECHANICAL EQUIPMENT ON THE   ROOF. SHEET 047-A-301 SHOWS A VERTICAL DISTANCE FROM   THE FINISH FLOOR TO THE BOTTOM OF THE BAR JOIST OF   14.66 FEET, CENTERED IN THE SERVICE BAY DOORWAY. THE   VERTICAL DISTANCE FROM FINISH FLOOR TO THE TOP OF THE   ROOF AT THE ROOF HATCH IS OVER 18.50 FEET. PLEASE SHOW   HOW COMPLIANCE WITH 306.5 OF THE 2017 MECHANICAL CODE   WILL BE MET:   2017 FBC-MECHANICAL. 306.5 EQUIPMENT AND APPLIANCES ON   ROOFS OR ELEVATED STRUCTURES.   WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE   LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A   BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER   THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH   EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS   OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT   REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30   INCHES (762 MM) IN HEIGHT.       2B) 2ND REQUEST. 2017 FBC-B 1015.6 MECHANICAL   EQUIPMENT. GUARDS SHALL BE PROVIDED WHERE APPLIANCES,   EQUIPMENT, FANS, ROOF HATCH OPENINGS OR OTHER   COMPONENTS THAT REQUIRE SERVICE ARE LOCATED WITHIN 10   FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING   SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN   30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE   GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE   OF A SPHERE 21 INCHES IN DIAMETER. THE GUARD SHALL   EXTEND NOT LESS THAN 30 INCHES BEYOND EACH END OF SUCH   APPLIANCE, EQUIPMENT, FAN OR COMPONENT.       2C)2ND REQUEST. PLEASE ALSO PROVIDE CODE COMPLIANCE   WITH: 2017 FBC-B ROOF HATCH EXCEPTION: IN BUILDINGS   WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE   PERMITTED TO BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN   16 SQUARE FEET IN AREA AND HAVING A MINIMUM DIMENSION   OF 2 FEET.       3) 2ND REQUEST. SHEET 028-S-1.0. EARTHWORK GENERAL   NOTES: NOTE # 1 INDICATES ALL EARTHWORK SHALL BE DONE   IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE   GEOTECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES.   REPORT # 16357, DATED APRIL 22, 2019. SUBMIT REPORT.   PLEASE SHOW COMPLIANCE WITH THE 2017 FBC-B 1803.5.2   QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, STRENGTH   OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A   LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS   CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE   PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION   BE CONDUCTED.   IF THE SOILS REPORT DOES NOT HAVE AN ELECTRONIC   SIGNATURE, THEN SUBMIT ONE PAPER ORIGINAL WITH   SIGNATURE AND SEAL. 61G15-23.002 ENGINEER SEAL   SIGNATURE.   1ST ROUND OF COMMENTS. SHEET 028-S-1.0. EARTHWORK   GENERAL NOTES: NOTE # 1 INDICATES ALL EARTHWORK SHALL   BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN   THE GEOTECHNICAL REPORT BY XXXXXXX/ DATE: XXXXX,   MINIMUM BEARING PRESSURE XXXXXXX. PLEASE SHOW   COMPLIANCE WITH THE 2017 FBC-B 1803.5.2 QUESTIONABLE   SOIL. WHERE THE CLASSIFICATION, STRENGTH OR   COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A   LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS   CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE   PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION   BE CONDUCTED.       4) COMPLIED. PRESSURES ARE IN VASD AND PRESSURE ZONES   1-5 ARE GOOD.       5) PROVISO: THIS BUILDING HAS WELDED AND BOLTED STEEL   CONNECTIONS, PLEASE PROVIDE COMPLIANCE WITH, 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.       6) 2ND REQUEST. THE SUBMITTED NOA: 14-0827.18TAMKO   MODIFIED BITUMEN ROOF SYSTEM OVER STEEL DECK HAS   VARIOUS SUB-SYSTEMS LISTED WITHIN THE REPORT BUT NONE   OF THE SUB-SYSTEMS WERE IDENTIFIED AS THE ONE BEING   INSTALLED. : FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOES NOT ALLOW ENHANCED FASTENING) FOR ROOF ZONES 2 &   3. FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   1609.6.4.4.1 COMPONENTS & CLADDING.       7) 2ND REQUEST. THE SUBMITTAL NOA: 16-0219.01 TC-5   SERIES STEEL ROOF CURB FOR TRANE ROOF TOP UNITS. PLEASE   REVIEW SHEET 4 AND 5 OF THE PRODUCT APPROVAL FOR   TECHNICAL NOTES. 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.   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. 2017   FBC-M- 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,   APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL   BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES   DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING   CODE, BUILDING.       8) 2ND REQUEST. THE SUBMITTAL NOA: 17-1017.14 TRULITE   SERIES 3100 REGISTER ALUMINUM STOREFRONT/ WINDOW WALL   SYSTEM- L. M. I. SHEETS 2-5 DO NOT OPEN FOR REVIEW.   PLEASE NOTE ON PAGE 6 ONLY THE BOTTOM SERIES OF GLASS   IS HIGHLIGHTED FOR PRESSURES. THE UPPER WINDOW GLASS IS   NOT MENTIONED. THE UPPER GLAZING UNITS WHICH HAVE BOTH   VERTICAL AND HORIZONTAL FRAMING MEMBERS ARE NOT   IDENTIFIED ON SHEETS 8 AND 9 OF THE REPORT NOR IS THE   CHART HIGHLIGHTED OR CIRCLED TO IF THE JAMBS ARE   REQUIRED TO BE STEEL RE-ENFORCED. SHEET 10 OF 17 THE   DOOR MULLION INDICATES TRULITE DOORS ARE UNDER A   SEPARATE NOA. SHEET 13 OF 17 THE ANCHOR LOAD CHART IS   NOT IDENTIFIED AS TO THE TYPE OF ANCHOR FOR THE FRAME   WIDTH AND HEIGHT.   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 SIZE, LENGTH IF UNREINFORCED   OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.       9) 2ND REQUEST. GENSTEEL SERIES GENSTORM OUTSWING DOOR   NOA: 17-0803.01 PLEASE PROVIDE THE TYPE OF LOCK OPTION   THAT WILL BE USED WITH THIS DOOR. SEE SHEET 9 OF 11.       10) 2ND REQUEST. THE SUBMITTAL NOA: 17-1218.02 MIAMI   TECH ALUMINUM A/C STAND. THE ROOF TOP A/C STAND PRODUCT   APPROVAL A MIAMI-DADE NOA # 17-1218.02 WAS SUBMITTED,   REVIEWED BY THE DESIGNER OF RECORD. 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.       11) THE PERMIT APPLICATION INDICATES THAT THE SQUARE   FOOTAGE OF THE AUTO DEALERSHIP BEING 15,805 SQ. FT.   THAT WOULD APPEAR TO BE THE 1ST FLOOR ONLY. THE TOTAL   SQ. FOOTAGE I CALCULATED WAS 18,534.00 SQ. FT.   DISCREPANCY IN SQ. FT.       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.       THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE   MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.   WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING   PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE   QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.       ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK   STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE   AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,   LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE   ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE   STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE   REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE   BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE   BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR   THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE   PRIME OR MASTER PERMIT.       12) 2ND REQUEST. INFORMATION REQUIRED, SINCE THIS   PROJECT IS A NEW AUTOMOBILE DEALERSHIP WILL THEY BE   FILLING THE CARS WITH GASOLINE? I DIDN'T SEE TANKS ON   ANY PLAN, ARE THEY TO BE ABOVE GROUND OR BENEATH THE   GROUND? NOTE PETROLEUM TANKS ARE TO BE REVIEWED UNDER   SEPARATE PERMIT, FEES AND REVIEWS.   107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.       13) INFORMATIONAL: ART IN PUBLIC PLACES   THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES   ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR   NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT   APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL   PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN   $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.   PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND   CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,   ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION   78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL   PROJECT CONSTRUCTION COST.   PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS.   SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE   DEVELOPMENT.   (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND   THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL   PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW   CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN   EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE   EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS   WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED   CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES   REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED   SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF   THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW   CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       14) 2ND REQUEST. IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.       15) 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   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop B BUILDING (STRUCTURAL) Rev No 1 Status F Date 2019-05-30 Cont ID   Sent By jwitmer Date 2019-05-30 Time 09:06 Rev Time 0.00 Received By jwitmer Date 2019-05-28 Time 13:02 Sent To   Notes 2019-05-30 09:06:07 2017 FBC- BUILDING PLAN REVIEW   W. P. B. PERMIT: 19040448   ADD: 2700 S AUSTRALIAN AVE.   CONT: AUTOBUILDERS GENERAL CONT. SVCS. INC.   TEL: 561-622-3515   E-MAIL: [email protected]       2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH   AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,   ADMINISTRATION   2017 EXISTING BUILDING CODE. 801.3 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 29/2019   ACTION: DENIED       1) SHEET 002-G-101 THE LIFE SAFETY PLAN:   1A). UNDER THE HEADING BUILDING CODE SUMMARY THE   PROPOSED USE IS LISTED AS BUSINESS (B) AND STORAGE   (S1). PLEASE NOTE THAT THE SERVICE SHOP IS LISTED AS A   S1 OCCUPANCY. FOR MOTOR VEHICLE REPAIR GARAGES   COMPLYING WITH THE MAXIMUM ALLOWABLE QUANTITIES OF   HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1).   PLEASE SUBMIT A LIST OF HAZARDOUS MATERIALS AND   ALLOWABLE QUANTITIES PER THE 2017 FBC-B TABLE 307.1(1).       1B) UNDER THE HEADING OF BUILDING DATA THE PLANS ARE   INDICATED THEY ARE DESIGNED UNDER THE 2014 FBC. PLEASE   NOTE THAT THE 2017 FBC-B WAS ADOPTED STATEWIDE ON DEC.   31/ 2017. PLEASE UPDATE PLANS.       1C) UNDER THE BUILDING DATA THERE IS NO LISTING FOR THE   REQUIRED AREA OF REFUGE, THIS IS A 2 STORY BUILDING AND   NO FIRE SPRINKLERS. THE 2017 FBC-ACCESSIBILITY CODE   UNDER SECTION 207 ACCESSIBLE MEANS OF EGRESS. SECTION   207.1. MEANS OF EGRESS SHALL COMPLY WITH SECTION 1007   OF THE INTERNATIONAL BUILDING CODE (2003 EDITION).   PLEASE REVIEW IN THE 2003 IBC-B SECTIONS DEALING WITH:   1007.3 ENCLOSED EXIT STAIRWAYS, 48 INCHES BETWEEN   HANDRAILS.   1007.4 ELEVATORS.   1007.6 AREAS OF REFUGE.   1007.6.1. SIZE.   1007.6.2. SEPARATION.   1007.6.3. TWO-WAY COMMUNICATION.   1007.6.4. INSTRUCTIONS.   1007.6.5. IDENTIFICATION.   1007.7.7. SIGNAGE.       1D) SEPARATED MIXED OCCUPANCY SHOWS THE FORMULA FOR   AREA CALCULATIONS BUT HAS LEFT THE CALCULATION BLANK.   PLEASE PROVIDE THE ACTUAL AND ALLOWABLE SQUARE FEET FOR   EACH OF THE OCCUPANCIES AND THE END CALCULATION. 2017   FBC-B 508.3.3.       1E) PLEASE NOTE THE PLANS DOES NOT STATE THE ACTUAL   OCCUPANT LOAD FOR EACH OF THE OCCUPANCIES. THE EXIT   WIDTH DOES PROVIDE THE AREA FOR EACH OCCUPANCY AND AREA   PER OCCUPANT (TABLE 1004.1.2) BUT DOES NOT GIVE THE   ACTUAL OCCUPANT LOAD PER STORY AND THE TOTAL OCCUPANT   LOAD. 2017 FBC-B 1004.1 & TABLE 1004.1.2.       1F) THE LIFE SAFETY SHEET 002-G-101 UNDER THE HEADING   OF ALLOWABLE AREA, MIXED OCCUPANCY INDICATES YES, AND   SEPARATION 2 HRS. THE FIRST FLOOR PARTS ROOM HAS A NOTE   2 HRS. IT WOULD APPEAR THAT THIS NOTE REFERS TO THE   BLOCK WALL BETWEEN THE BUSINESS OCCUPANCY AND S1 REPAIR   GARAGE. THE FIRST FLOOR PLAN SHEET 041-A-101 HAS THIS   SAME WALL WITH A WALL IDENTIFICATION TAG IDENTIFIED AS   WALL TYPE 10. SHEET 042-A-102 THE SECOND FLOOR HAS THE   SAME WALL TYPE IDENTIFIED WITH A WALL IDENTIFICATION   TAG AS WALL TYPE 6. WHEN YOU OPEN UP SHEET 050-A-501   WALL TYPES NONE OF THE WALL TYPES SHOWN HAVE THE SAME   NAMING CONVENTION.       1G) SHEET A-501 WALL TYPES A3-A6 ALL SHOW BLOCK WALLS   WITH EITHER 8 INCH OR 12 INCH CMU. INFORMATION ON THE   PLANS HAS TO BE SPECIFIC NO EITHER, OR. SUCH DRAWINGS   AND 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. 107.2.1 INFORMATION ON CONSTRUCTION   DOCUMENTS.       1H) PLEASE NOTE THE DESIGNER OF RECORD CAN DESIGN TO A   MORE STRINGENT STANDARD, BUT UNDER THE 2017   FBC-B TABLE 508.4 THERE IS NO OCCUPANCY SEPARATION   REQUIRED BETWEEN A B AND S1 OCCUPANCY. IF THERE IS A   DIFFERENCE BETWEEN THE FIRE CODE AND BUILDING CODE THEN   THE MOST STRINGENT CODE PREVAILS.       1I) THE LIFE SAFETY SHEET 002-G-101 SHOWS A SECOND   STORY BUSINESS AND STORAGE OCCUPANCY,   (ASSUMED S-1). THE TRAVEL DISTANCE IS SHOWN GOING DOWN   THROUGH THE STAIRWAY MAKING THIS STAIRWAY EXIT ACCESS   AND THE TRAVEL DISTANCE ON THE STAIRS TO BE TAKEN   PARALLEL TO THE STAIRS. FROM THE FURTHEST POINT TAKEN   ON THE SECOND FLOOR TO THE FIRST FLOOR LANDING THE   TRAVEL DISTANCE IS BETWEEN 85 TO 90 FEET. THIS IS OVER   THE ALLOWABLE MAXIMUM COMMON PATH OF TRAVEL FROM TABLE   1006.3.2(2) OF 75 FEET AND OCCUPANT LOAD OF 49 FOR   BUSINESS OR 29 FOR STORAGE OCCUPANCY. IF THE STAIRWAY   WAS A RATED 1 HOUR EXIT STAIRWAY WITH OPENING   PROTECTIVES AND EXIT PASSAGEWAY TO THE EXTERIOR, THEN   THE TRAVEL DISTANCE FOR THE 2ND FLOOR WOULD WORK.   PLEASE REVIEW ALL OF THE REQUIREMENTS FOR EXIT AND EXIT   PASSAGEWAYS. EXIT PASSAGEWAYS ARE FOUND UNDER FBC-B   1024. PLEASE REVIEW VENTILATION REQUIREMENTS (FBC-B   1024.7) FOR EXIT PASSAGEWAYS AS WELL.       1J) STAIRWAY GUARDRAIL. SHEET 049-A-101. PLEASE PROVIDE   A DETAIL SHOWING COMPLIANCE WITH:   2017 FBC-B 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS   SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE   4 INCHES (102 MM) IN DIAMETER FROM THE WALKING SURFACE   TO THE REQUIRED GUARD HEIGHT.       2A) SHEET 042-A102 THE 2ND FLOOR PLAN AND ROOF PLAN OF   THE REPAIR GARAGE, SHOWS A ROOF HATCH TO GAIN ACCESS TO   THE MECHANICAL EQUIPMENT ON THE ROOF. SHEET 047-A-301   SHOWS A VERTICAL DISTANCE FROM THE FINISH FLOOR TO THE   BOTTOM OF THE BAR JOIST OF 14.66 FEET, CENTERED IN THE   SERVICE BAY DOORWAY. THE VERTICAL DISTANCE FROM FINISH   FLOOR TO THE TOP OF THE ROOF AT THE ROOF HATCH IS OVER   18.50 FEET. PLEASE SHOW HOW COMPLIANCE WITH 306.5 OF   THE 2017 MECHANICAL CODE WILL BE MET:   2017 FBC-MECHANICAL. 306.5 EQUIPMENT AND APPLIANCES ON   ROOFS OR ELEVATED STRUCTURES.   WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE   LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A   BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER   THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH   EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS   OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT   REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30   INCHES (762 MM) IN HEIGHT.       2B) 2017 FBC-B 1015.6 MECHANICAL EQUIPMENT. GUARDS   SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS,   ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT REQUIRE   SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF   EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR   OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE   FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE   CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21   INCHES IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS   THAN 30 INCHES BEYOND EACH END OF SUCH APPLIANCE,   EQUIPMENT, FAN OR COMPONENT.       2C) PLEASE ALSO PROVIDE CODE COMPLIANCE WITH: 2017   FBC-B ROOF HATCH EXCEPTION: IN BUILDINGS WITHOUT AN   OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO   BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE   FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET.       3) SHEET 028-S-1.0. EARTHWORK GENERAL NOTES: NOTE # 1   INDICATES ALL EARTHWORK SHALL BE DONE IN ACCORDANCE   WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL   REPORT BY XXXXXXX/ DATE: XXXXX, MINIMUM BEARING   PRESSURE XXXXXXX. PLEASE SHOW COMPLIANCE WITH THE 2017   FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE   CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL   IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO   THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING   OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A   GEOTECHNICAL INVESTIGATION BE CONDUCTED.       4) SHEET 029-S-1.1 PROVIDES THE WIND PRESSURES (VASD)   FOR WALL ZONES 4 & 5 BUT THERE ARE NO PRESSURES FOR   ROOF ZONES 1, 2 OR 3. 2017 FBC-B 1603.1.4. WIND DESIGN   DATA.       5) THIS BUILDING HAS WELDED AND BOLTED STEEL   CONNECTIONS, PLEASE PROVIDE COMPLIANCE WITH, 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.       6) THE SUBMITTED NOA: 14-0827.18TAMKO MODIFIED BITUMEN   ROOF SYSTEM OVER STEEL DECK HAS VARIOUS SUB-SYSTEMS   LISTED WITHIN THE REPORT BUT NONE OF THE SUB-SYSTEMS   WERE IDENTIFIED AS THE ONE BEING INSTALLED. : FOR ALL   ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOESN?T) FOR ROOF ZONES 2 & 3. FASTENER DENSITIES   SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET   AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION   STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       7) THE SUBMITTAL NOA: 16-0219.01 TC-5SERIES STEEL ROOF   CURB FOR TRANE ROOF TOP UNITS. PLEASE REVIEW SHEET 4   AND 5 OF THE PRODUCT APPROVAL FOR TECHNICAL NOTES.   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. 107.2.1.3. ADDITIONAL   INFORMATION IS REQUIRED. 2017 FBC-M- 301.15 WIND   RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND   SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND   INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN   ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.       8) THE SUBMITTAL NOA: 17-1017.14 TRULITE SERIES 3100   REGISTER ALUMINUM STOREFRONT/ WINDOW WALL SYSTEM- L. M.   I. SHEETS 2-5 DO NOT OPEN FOR REVIEW. PLEASE NOTE ON   PAGE 6 ONLY THE BOTTOM SERIES OF GLASS IS HIGHLIGHTED   FOR PRESSURES. THE UPPER WINDOW GLASS IS NOT MENTIONED.   THE UPPER GLAZING UNITS WHICH HAVE BOTH VERTICAL AND   HORIZONTAL FRAMING MEMBERS ARE NOT IDENTIFIED ON SHEETS   8 AND 9 OF THE REPORT NOR IS THE CHART HIGHLIGHTED OR   CIRCLED TO IF THE JAMBS ARE REQUIRED TO BE STEEL   RE-ENFORCED. SHEET 10 OF 17 THE DOOR MULLION INDICATES   TRULITE DOORS ARE UNDER A SEPARATE NOA. SHEET 13 OF 17   THE ANCHOR LOAD CHART IS NOT IDENTIFIED AS TO THE TYPE   OF ANCHOR FOR THE FRAME WIDTH AND HEIGHT.   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 SIZE, LENGTH IF UNREINFORCED   OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND   ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 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.       9) GENSTEEL SERIES GENSTORM OUTSWING DOOR NOA:   17-0803.01 PLEASE PROVIDE THE TYPE OF LOCK OPTION THAT   WILL BE USED WITH THIS DOOR. SEE SHEET 9 OF 11.       10) THE SUBMITTAL NOA: 17-1218.02 MIAMI TECH ALUMINUM   A/C STAND. THE ROOF TOP A/C STAND PRODUCT APPROVAL A   MIAMI-DADE NOA # 17-1218.02 WAS SUBMITTED, REVIEWED BY   THE DESIGNER OF RECORD. 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.       11) THE PERMIT APPLICATION INDICATES THAT THE SQUARE   FOOTAGE OF THE AUTO DEALERSHIP BEING 15,805 SQ. FT.   THAT WOULD APPEAR TO BE THE 1ST FLOOR ONLY. THE TOTAL   SQ. FOOTAGE I CALCULATED WAS 18,534.00 SQ. FT.   DISCREPANCY IN SQ. FT.       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.       THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE   MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.   WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING   PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE   QUALIFIER AND OWNER AND BRINGS IN THE LISTED   SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE   QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND   LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE   FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN   LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR   EACH PERMIT.       ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK   STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE   AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &   FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL   TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED   SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,   LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR   FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE   REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.   PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE   ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE   STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE   REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE   BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE   BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR   THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE   PRIME OR MASTER PERMIT.       12) INFORMATION REQUIRED, SINCE THIS PROJECT IS A NEW   AUTOMOBILE DEALERSHIP WILL THEY BE FILLING THE CARS   WITH GASOLINE? I DIDN'T SEE TANKS ON ANY PLAN, ARE THEY   TO BE ABOVE GROUND OR BENEATH THE GROUND? NOTE   PETROLEUM TANKS ARE TO BE REVIEWED UNDER SEPARATE   PERMIT, FEES AND REVIEWS.   107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.       13) ART IN PUBLIC PLACES   THE CITY OF WEST PALM BEACH ART IN PUBLIC PLACES   ORDINANCE REQUIREMENT THAT APPLIES TO ANY REMODEL OR   NEW CONSTRUCTION PROJECT FOR WHICH THE PERMIT   APPLICATION WAS SUBMITTED AFTER 6/29/14, AND THE TOTAL   PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN   $750,000 WILL NEED TO COMPLY WITH THIS ORDINANCE.   PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND   CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,   ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION   78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL   PROJECT CONSTRUCTION COST.   PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE   V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND   NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO   THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE   PROJECTS.   SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE   DEVELOPMENT.   (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND   THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL   PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW   CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN   EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE   EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS   WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED   CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES   REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED   SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF   THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW   CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.   FOR CONTACT INFORMATION PLEASE CONTACT:   MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR   822-1515 E-MAIL: [email protected]       14) IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.       15) 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   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]                 Review Stop E ELECTRICAL Rev No 3 Status P Date 2019-10-15 Cont ID   Sent By jleahy Date 2019-10-15 Time 12:56 Rev Time 0.00 Received By jleahy Date 2019-10-15 Time 12:56 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 2 Status P Date 2019-08-08 Cont ID   Sent By jleahy Date 2019-08-08 Time 16:01 Rev Time 0.00 Received By jleahy Date 2019-08-07 Time 11:52 Sent To   Notes ***NONE*** Review Stop E ELECTRICAL Rev No 1 Status F Date 2019-05-09 Cont ID   Sent By jleahy Date 2019-05-09 Time 11:53 Rev Time 0.00 Received By jleahy Date 2019-05-09 Time 11:53 Sent To   Notes 2019-05-09 12:28:50 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.       FLORIDA BUILDING CODE 2017 6TH EDITION   FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED   NFPA 70 2014 EDITION       JAKE LEAHY   ELECTRICAL PLANS EXAMINER II   561-805-6713   [email protected]       1) NEED LOAD CALCULATION FOR SIZING THE SERVIE       2) NEED LOAD CALCULATION FOR SIZING THE GENERATOR       3) NEED LOAD CALCULATION FOR THE ATS       4) ATS WILL HAVE TO MEET THE REQUIREMENTS ON 240.87       240.87 ARC ENERGY REDUCTION   WHERE THE HIGHEST CONTINUOUS CURRENT TRIP SETTING FOR   WHICH THE   ACTUAL OVERCURRENT DEVICE INSTALLED IN A CIRCUIT   BREAKER IS RATED   OR CAN BE ADJUSTED IS 1200 A OR HIGHER, 240.87(A) AND   (B) SHALL   APPLY Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE Rev No 1 Status P Date 2019-10-15 Cont ID   Sent By jleahy Date 2019-10-15 Time 12:57 Rev Time 0.00 Received By jleahy Date 2019-10-15 Time 12:57 Sent To   Notes 2019-10-15 13:01:41 TELEPHONE AND DATA ONLY Review Stop ENG ENGINEERING CSD Rev No 3 Status P Date 2019-09-24 Cont ID   Sent By rrossano Date 2019-09-24 Time   Rev Time 0.00 Received By rrossano Date 2019-09-24 Time   Sent To   Notes 2019-09-24 06:56:10 REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E19030008. Review Stop ENG ENGINEERING CSD Rev No 2 Status F Date 2019-07-26 Cont ID   Sent By shill Date 2019-07-26 Time 16:31 Rev Time 0.00 Received By shill Date 2019-07-26 Time 16:31 Sent To   Notes 2019-07-26 16:31:48 CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT   APPLICATION IF REQUIRED   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE       MAIN PHONE: (561) 822-1200         Review Stop ENG ENGINEERING CSD Rev No 1 Status F Date 2019-04-30 Cont ID   Sent By shill Date 2019-04-30 Time 10:34 Rev Time 0.00 Received By shill Date 2019-04-30 Time 16:31 Sent To   Notes 2019-04-30 10:34:17 CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT   APPLICATION IF REQUIRED   HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS   /FORMS,-PERMITS-APPLICATIONS       ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE       MAIN PHONE: (561) 822-1200             Review Stop FIRE FIRE DEPARTMENT Rev No 4 Status P Date 2019-11-25 Cont ID   Sent By pleduc Date 2019-11-25 Time   Rev Time 0.00 Received By pleduc Date 2019-11-25 Time 10:10 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 3 Status P Date 2019-10-10 Cont ID   Sent By pleduc Date 2019-10-10 Time   Rev Time 0.00 Received By pleduc Date 2019-10-10 Time 12:07 Sent To   Notes 2019-10-10 12:16:42 NO NOTES     Review Stop FIRE FIRE DEPARTMENT Rev No 2 Status P Date 2019-07-22 Cont ID   Sent By pleduc Date 2019-07-22 Time   Rev Time 0.00 Received By pleduc Date 2019-07-22 Time 09:13 Sent To   Notes ***NONE*** Review Stop FIRE FIRE DEPARTMENT Rev No 1 Status F Date 2019-04-29 Cont ID   Sent By pleduc Date 2019-04-29 Time 09:39 Rev Time 0.00 Received By pleduc Date 2019-04-24 Time 15:14 Sent To   Notes 2019-04-25 15:22:21     THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE   MARSHAL, WITH THE FOLLOWING COMMENTS:       1) LIFE SAFETY SHEETS - THERE ARE NO INDICATIONS OF   OCCUPANCY LOADS ON EACH FLOOR.       PER NFPA 101 CH 38       38.1.7 OCCUPANT LOAD. THE OCCUPANT LOAD, IN NUMBER OF   PERSONS FOR   WHOM MEANS OF EGRESS AND OTHER PROVISIONS ARE REQUIRED,   SHALL BE   DETERMINED ON THE BASIS OF THE OCCUPANT LOAD FACTORS   THAT ARE   CHARACTERISTIC OF THE USE OF THE SPACE OR SHALL BE   DETERMINED AS THE   MAXIMUM PROBABLE POPULATION OF THE SPACE UNDER   CONSIDERATION,   WHICHEVER IS GREATER.       PLEASE CORRECT AND PROVIDE.               2) SHEET G 101 - THERE IS ONLY ONE EXIT INDICATED FROM   THE 2ND FLOOR.       PER NFPA 101, CH 38 NEW BUSINESS: SEE (3) (A). THERE   ARE TWO DOOR OPENINGS INDICATED TO OTHER PARTS OF THE   BUILDING; PARTS WAREHOUSE & ELEVATOR LOBBY.       38.2.4 NUMBER OF MEANS OF EGRESS.   38.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE   FOLLOWING, EXCEPT   AS OTHERWISE PERMITTED BY 38.2.4.2 THROUGH 38.2.4.6:   (1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN   ACCORDANCE WITH   SECTION 7.4.   (2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED   ON EVERY STORY.   (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE   ACCESSIBLE FROM EVERY   PART OF EVERY STORY.   38.2.4.2 EXIT ACCESS, AS REQUIRED BY 38.2.4.1(3), SHALL   BE PERMITTED TO   INCLUDE A SINGLE EXIT ACCESS PATH FOR THE DISTANCES   PERMITTED AS COMMON   PATHS OF TRAVEL BY 38.2.5.3.   38.2.4.3 A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR   AREA WITH A TOTAL   OCCUPANT LOAD OF LESS THAN 100 PERSONS, PROVIDED THAT   ALL OF THE   FOLLOWING CRITERIA ARE MET:   (1) THE EXIT SHALL DISCHARGE DIRECTLY TO THE OUTSIDE AT   THE LEVEL OF EXIT   DISCHARGE FOR THE BUILDING.   (2) THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT,   INCLUDING TRAVEL WITHIN   THE EXIT, SHALL NOT EXCEED 100 FT (30 M).   (3) THE TOTAL DISTANCE OF TRAVEL SPECIFIED IN   38.2.4.3(2) SHALL BE ON THE   SAME STORY, OR, IF TRAVERSING OF STAIRS IS NECESSARY,   SUCH STAIRS SHALL   NOT EXCEED 15 FT (4570 MM) IN HEIGHT, AND BOTH OF THE   FOLLOWING   ALSO SHALL APPLY:   (A) INTERIOR STAIRS SHALL BE PROVIDED WITH COMPLETE   ENCLOSURES TO   SEPARATE THEM FROM ANY OTHER PART OF THE BUILDING, WITH   NO   DOOR OPENINGS THEREIN.   (B) A SINGLE OUTSIDE STAIR IN ACCORDANCE WITH 7.2.2   SHALL BE   PERMITTED TO SERVE ALL STORIES PERMITTED WITHIN THE 15   FT (4570   MM) VERTICAL TRAVEL LIMITATION.       **********************OR**********************       38.2.4.4 ANY BUSINESS OCCUPANCY THREE OR FEWER STORIES   IN HEIGHT, AND   NOT EXCEEDING AN OCCUPANT LOAD OF 30 PEOPLE PER STORY,   SHALL BE   PERMITTED A SINGLE SEPARATE EXIT TO EACH STORY,   PROVIDED THAT ALL OF THE   FOLLOWING CRITERIA ARE MET:   (1) THE EXIT SHALL DISCHARGE DIRECTLY TO THE OUTSIDE.   (2) THE TOTAL TRAVEL DISTANCE TO THE OUTSIDE OF THE   BUILDING SHALL NOT   EXCEED 100 FT (30 M).   (3) THE EXIT SHALL BE ENCLOSED IN ACCORDANCE WITH   7.1.3.2, AND BOTH OF   THE FOLLOWING ALSO SHALL APPLY:   (A) THE STAIR SHALL SERVE AS AN EXIT FROM NO OTHER   STORIES.   (B) A SINGLE OUTSIDE STAIR IN ACCORDANCE WITH 7.2.2   SHALL BE   PERMITTED TO SERVICE ALL STORIES.       PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES AND NARRATIVE.                   3) SHEET A 602 - DOOR 117A IS NOT INDICATED AS HAVING A   FIRE RATING. THIS DOOR IS REQUIRED TO BE RATED TO   MAINTAIN THE 2 HR OCCUPANCY SEPARATION.       PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES AND NARRATIVE.               4) SHEETS A 101, 102 & 501 - THERE ARE NO INDICATIONS   OF ANY FIRE RATINGSOF LISTINGS ON ANY OF THE WALLS OR   CALL OUTS WHERE FIRE RATING IS REQUIRED.       PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES AND NARRATIVE.               5) SHEET A 101 & 602 - DOOR 118 IS NOT INDICATED AS   HAVING A FIRE RATING. THIS DOOR IS REQUIRED TO BE RATED   TO MAINTAIN THE 2 HR OCCUPANCY SEPARATION.       PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE   REFERENCES AND NARRATIVE.                   6) SHEET A 101 - THE IS AN AREA/ROOM IN THE MIDDLE OF   THE 1ST FLOOR INDICATED AS ELEVATOR LOBBY & HALL.       THIS AREA DOES NOT APPEAR EITHER A ELEVATOR LOBBY NOR   HALL AND IS LABLED DIFFERENTLY THAN ON SHEET G 101.       PLEASE REVIEW AND CLARIFY/CORRECT.               7) SHEET A 101 & 602 - WINDOW DIAMOND 9 IS INDICATED AS   A ROLL DOWN FIRE CURTAIN.                   8) SHEET A 102 - THE 2ND FLOOR WALL ALONG THE OPEN   SHOWROOM IS NOT INDICATED AS HAVING A FIRE RATING.       IS THIS A RATED WALL? IT HAS FIRE DROP DOWN DOORS   INDICATED.       PLEASE CLARIFY AND PROVIDE A APPLICABLE LISTED WALL   CALLOUT.               9) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET   REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE   ABOVE.                   10) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE   RE-SUBMITTAL OF THE ABOVE.           PETER LEDUC   FIRE MARSHAL   561-804-4709   [email protected]         Review Stop I INCOMING/PROCESSING Rev No 4 Status N Date 2019-12-09 Cont ID   Sent By shill Date 2019-12-09 Time 17:58 Rev Time 0.00 Received By shill Date 2019-11-22 Time 14:57 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 3 Status N Date 2019-11-08 Cont ID   Sent By jgomez Date 2019-11-08 Time 16:56 Rev Time 0.00 Received By jgomez Date 2019-10-09 Time 11:06 Sent To   Notes 2019-10-29 06:13:15 ****CORRECTIONS****       SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       1. FBC 107, THIRD FAILED PLUMBING REVIEW. PLEASE   CONTACT ME PRIOR TO RESUBMITTING SO A PRE-SCREEN OR   MEETING CAN BE DONE.         Review Stop I INCOMING/PROCESSING Rev No 2 Status N Date 2019-08-21 Cont ID   Sent By rmcdouga Date 2019-08-21 Time 16:04 Rev Time 0.00 Received By rmcdouga Date 2019-07-17 Time 09:30 Sent To   Notes ***NONE*** Review Stop I INCOMING/PROCESSING Rev No 1 Status N Date   Cont ID   Sent By   Date 2019-05-30 Time   Rev Time 0.00 Received By cpuell Date 2019-04-11 Time 11:12 Sent To   Notes ***NONE*** Review Stop IMPACT COUNTY IMPACT FEES Rev No 3 Status P Date 2020-01-06 Cont ID   Sent By lmarchan Date 2020-01-06 Time 16:27 Rev Time 0.00 Received By lmarchan Date 2019-12-12 Time 09:14 Sent To   Notes 2020-01-06 16:27:51 RECEIPT 2020-0106-120 - $2419.63 - PAID 2019-12-12 09:15:00 12/12/19 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM Review Stop IMPACT COUNTY IMPACT FEES Rev No 2 Status F Date 2019-12-09 Cont ID   Sent By jgomez Date 2019-12-09 Time 14:51 Rev Time 0.00 Received By jgomez Date 2019-12-09 Time 14:51 Sent To   Notes 2019-12-09 14:53:00 IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.         Review Stop IMPACT COUNTY IMPACT FEES Rev No 1 Status F Date 2019-05-30 Cont ID   Sent By jwitmer Date 2019-05-30 Time 08:51 Rev Time 0.00 Received By jwitmer Date 2019-05-28 Time 13:03 Sent To   Notes 2019-05-30 08:51:53 IMPACT FEES - DIGITAL SUBMITTALS:   PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE   DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS   OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST   FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE   OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL   IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME   THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM   CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS   TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON   APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO   YOUR PROJECT OR EMAIL IT TO [email protected] .   PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300   N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.         Review Stop M MECHANICAL (A/C) Rev No 4 Status P Date 2019-12-05 Cont ID   Sent By ccole Date 2019-12-05 Time 10:22 Rev Time 0.00 Received By ccole Date 2019-12-03 Time 15:20 Sent To   Notes ***NONE*** Review Stop M MECHANICAL (A/C) Rev No 3 Status F Date 2019-10-28 Cont ID   Sent By ccole Date 2019-10-28 Time 14:06 Rev Time 0.00 Received By ccole Date 2019-10-24 Time 15:31 Sent To   Notes 2019-10-28 14:08:56 2ND REVIEW FBC-2017 MECHANICAL   PERMIT #19040448   10/28/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       PLEASE PROVIDE CORRECTED PLANS AND A NARRATIVE RESPONSE   TO THE COMMENTS LISTED BELOW THAT ARE REMAINING FROM   THE 1ST REVIEW- SECTION 107.2.1 WPB. THE NARRATIVE MUST   BE PROVIDED BY THE DESIGN PROFESSIONAL OF RECORD FOR   THE PROJECT.       1) COMMISSIONING OF THE MECHANICAL AND SERVICE WATER   HEATING SYSTEMS IS REQUIRED PER SECTION C408.2 FBC-17   ENERGY CONSERVATION. SUBMIT A COMMISSIONING PLAN AS   OUTLINED IN SECTION C408.2.1 AND DESCRIBED IN SECTIONS   C403.2.2- C408.2.3.3. PLEASE NOTE THAT A COPY OF THE   COMMISSIONING REPORT SHALL BE SUBMITTED FOR REVIEW AT   FINAL INSPECTION.       2) CLARIFY IF THE FLAMINGO EXHAUST SYSTEM WILL BE   INSTALLED UNDER A SEPARATE PERMIT. CURRENTLY THERE ARE   NO PLANS AND SPECIFICATIONS SUBMITTED EXCEPT FOR THE   EXHAUST FAN- SECTION 107.2.1 WPB.       5) M2.1 RECIRCULATION OF AIR FROM THE SERVICE ROOM INTO   THE LOCKER ROOM IS PROHIBITED PER TABLE 403.3.1.1   FOOTNOTE B.       6) M2.1 & M2.2: AUTOMATICALLY CONTROLLED SHUTOFF   DAMPERS ARE REQUIRED FOR THE O/A DUCTS AT EACH AIR   HANDLER LOCATION - SECTION C403.2.4.3 FBC EC.       7) M2.1 & M2.2: PLEASE SHOW THE FLEX DUCT SIZES-   SECTION 603.2 FBC M.       9) M2.2 & M2.3: PROVIDE CLEARANCE DISTANCE MEASUREMENTS   FOR MECHANICAL AND GRAVITY AIR INTAKES TO EXHAUST AIR   OUTLETS- SECTION 401.4 FBC M.       10) M2.2, M2.3, & M7.1: PROVIDE COMPLETE WIND LOAD   ENGINEERING FOR INSTALLATION OF THE RTU'S, ROOFTOP   CONDENSERS AND STANDS, ROOFTOP FANS AND CURBS, AND   GRAVITY VENTILATORS. PLEASE INCLUDE THE DESIGN   CRITERIA- SECTION 1609 FBC B, AND SECTION 301.15 FBC M,   AND FL. PRODUCT APPROVALS AND/OR MIAMI-DADE NOA'S FOR   AC ROOF STANDS AND FAN CURBS.       12) PROVIDE INSTALLATION DETAILS FOR THE CIRCULATION   FANS IN THE SERVICE AND SERVICE RECEPTION AREAS-   SECTION 107.2.1 WPB, AND SECTION 304.1 FBC M.       13) EMERGENCY GENERATOR: A) SHOW THE LOCATION ON THE   MECHANICAL PLANS WITH ALL REQUIRED CLEARANCE DISTANCE   MEASUREMENTS. B) SUBMIT MANUFACTURER'S SPECIFICATIONS   FOR THE GENERATOR, EXHAUST AND FUEL OIL PIPING. C)   SUBMIT THE UL 2200 CERTIFICATE FOR THE GENERATOR. D)   PROVIDE AN ENLARGED DRAWING SHOWING THE EXHAUST FLUE   RUN AND TERMINATION LOCATION, AND THE FUEL OIL PIPING   RUN AND SOURCE LOCATION. E) PROVIDE WIND LOAD   ENGINEERING FOR INSTALLATION OF THE GENERATOR AND ALL   ASSOCIATED EXTERIOR EQUIPMENT- SECTION 301.15 FBC M.   REFERENCES: SECTION 915.1 FBC M, SECTIONS 4.1, 6.1, &   8.1 NFPA 37, SECTION 4.1 NFPA 110.       14) PLEASE PROVIDE AN ENLARGED COMPRESSOR ROOM PLAN AND   EQUIPMENT SCHEDULE. IT APPEARS THAT FUEL OIL TANKS WILL   BE INSTALLED IN THE ROOM WHICH REQUIRES THE ROOM, THE   TANK INSTALLATION, AND VENTILATION SYSTEM TO BE IN   COMPLIANCE WITH NFPA 30. A) PLEASE SUBMIT   MANUFACTURER?S SPECIFICATIONS FOR THE TANKS. B) PROVIDE   THE CLASSIFICATION OF THE FUEL AND SUBMIT AN MSDS   SHEET- SECTION 4.3.1. C) PROVIDE EXHAUST VENTILATION   CALCULATIONS FOR EF-4 AND INDICATE THE SEQUENCE OF   OPERATION- SECTION 24.10.1 NFPA 30, AND SECTION 510.2   FBC M.       15) REQUIRED SUBMITTALS LISTED BELOW SHALL BE PROVIDED   WITH THE CORRECTED PLANS OR MAY BE DEFERRED BY REQUEST.   ALL SUBMITTALS SHALL BEAR THE SHOP DRAWING APPROVAL   STAMP BY THE ENGINEER OF RECORD.       1) SIGNED AND SEALED STRUCTURAL ENGINEERING FOR   INSTALLATION OF ALL EXTERIOR MECHANICAL EQUIPMENT (AS   NOTED ABOVE IN COMMENT #10).   2) C0, N02, CO2, FV SENSORS AND CONTROLLERS.   3) MOTORIZED DAMPERS.   4) DUCT SMOKE DETECTORS.   5) FIRE DAMPERS   6) GENERATOR   7) FUEL OIL TANKS   8) AIR COMPRESSOR       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       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 2019-08-20 Cont ID   Sent By cmontell Date 2019-08-20 Time 13:35 Rev Time 0.00 Received By cmontell Date 2019-08-19 Time 14:53 Sent To   Notes 2019-08-19 14:52:20 2ND MECHANICAL REVIEW FAIL       1) M2.1 & M2.2: AUTOMATICALLY CONTROLLED SHUTOFF   DAMPERS ARE REQUIRED FOR THE O/A DUCTS AT EACH AIR   HANDLER LOCATION - SECTION C403.2.4.3 FBC EC.       2) M2.1 & M2.2: PLEASE SHOW THE FLEX DUCT SIZES-   SECTION 603.2 FBC M.       3) PROVIDE CONDENSATE DISPOSAL PLANS FOR THE AC SYSTEMS   INCLUDING TYPE AND SIZES OF CONDENSATE PIPING, PIPING   RUNS, PIPING SUPPORTS INSIDE AND ABOVE THE ROOF, AND   DISCHARGE LOCATIONS- SEE SECTION 307.2 FBC M.       4) PLEASE PROVIDE AN ENLARGED COMPRESSOR ROOM PLAN AND   EQUIPMENT SCHEDULE. IT APPEARS THAT FUEL OIL TANKS WILL   BE INSTALLED IN THE ROOM WHICH REQUIRES THE ROOM, THE   TANK INSTALLATION, AND VENTILATION SYSTEM TO BE IN   COMPLIANCE WITH NFPA 30. A) PLEASE SUBMIT   MANUFACTURER?S SPECIFICATIONS FOR THE TANKS. B) PROVIDE   THE CLASSIFICATION OF THE FUEL AND SUBMIT AN MSDS   SHEET- SECTION 4.3.1. C) PROVIDE EXHAUST VENTILATION   CALCULATIONS FOR EF-4 AND INDICATE THE SEQUENCE OF   OPERATION- SECTION 24.10.1 NFPA 30, AND SECTION 510.2   FBC M.       5) REQUIRED SUBMITTALS LISTED BELOW SHALL BE PROVIDED   WITH THE CORRECTED PLANS OR MAY BE DEFERRED BY REQUEST.   ALL SUBMITTALS SHALL BEAR THE SHOP DRAWING APPROVAL   STAMP BY THE ENGINEER OF RECORD.       1) SIGNED AND SEALED STRUCTURAL ENGINEERING FOR   INSTALLATION OF ALL EXTERIOR MECHANICAL EQUIPMENT (AS   NOTED ABOVE IN COMMENT #10).   2) C0, N02, CO2, FV SENSORS AND CONTROLLERS.   3) MOTORIZED DAMPERS.   4) DUCT SMOKE DETECTORS.   5) FIRE DAMPERS   6) GENERATOR   7) FUEL OIL TANKS   8) AIR COMPRESSOR       ALL COMMENTS FROM PREVIOUS PLAN REVIEW       CHRIS MONTELLO   561-805-6733                         Review Stop M MECHANICAL (A/C) Rev No 1 Status F Date 2019-05-10 Cont ID   Sent By ccole Date 2019-05-10 Time 09:37 Rev Time 0.00 Received By ccole Date 2019-05-09 Time 13:12 Sent To   Notes 2019-05-10 09:37:49 1ST REVIEW FBC-2017 MECHANICAL   PERMIT #19040448   5/10/19       CODES IN EFFECT:       FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017   FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017   FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION   2017   FS- FLORIDA STATUTES   FAC- FLORIDA ADMINISTRATIVE CODE   WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH   EDITION 2017       PLAN REVIEW RESULTS: DENIED.       1) COMMISSIONING OF THE MECHANICAL AND SERVICE WATER   HEATING SYSTEMS IS REQUIRED PER SECTION C408.2 FBC-17   ENERGY CONSERVATION. SUBMIT A COMMISSIONING PLAN AS   OUTLINED IN SECTION C408.2.1 AND DESCRIBED IN SECTIONS   C403.2.2- C408.2.3.3. PLEASE NOTE THAT A COPY OF THE   COMMISSIONING REPORT SHALL BE SUBMITTED FOR REVIEW AT   FINAL INSPECTION.       2) CLARIFY IF THE FLAMINGO EXHAUST SYSTEM WILL BE   INSTALLED UNDER A SEPARATE PERMIT. CURRENTLY THERE ARE   NO PLANS AND SPECIFICATIONS SUBMITTED EXCEPT FOR THE   EXHAUST FAN- SECTION 107.2.1 WPB.       3) SHEET M2.1: AN EXHAUST VENTILATION SYSTEM IS   REQUIRED FOR THE CAR SERVICE RECEPTION ROOM IN   COMPLIANCE WITH TABLE 403.3.1.1 AND SECTION 404 FBC M.   THE ROOM HAVING AN OPENING ON ONLY ONE SIDE DOES NOT   MEET THE REQUIREMENT OF HAVING OPENINGS ON TWO OR MORE   SIDES- SEE SECTIONS 406.5, 406.5.2, AND 406.6 FBC B AND   REVISE THE PLANS AND EXHAUST CALCULATIONS IN THE TABLE   ON SHEET M0.1:       4) SHEET M2.1 & M2.2: AN EXHAUST VENTILATION SYSTEM IS   REQUIRED FOR THE CAR SHOWROOM IN COMPLIANCE WITH TABLE   403.3.1.1 AND SECTION 404 FBC M. ALTHOUGH THE SHOWROOM   IS CLASSIFIED AS A BUSINESS OCCUPANCY PER SECTION 304.1   FBC B, MOTOR VEHICLES WILL BE PARKED IN THE ROOM, AND   THE ROOM IS OPEN TO THE PUBLIC. REVISE THE PLANS, AND   EXHAUST CALCULATIONS IN THE TABLE ON SHEET M0.1:       5) M2.1 RECIRCULATION OF AIR FROM THE SERVICE ROOM INTO   THE LOCKER ROOM IS PROHIBITED PER TABLE 403.3.1.1   FOOTNOTE B.       6) M2.1 & M2.2: AUTOMATICALLY CONTROLLED SHUTOFF   DAMPERS ARE REQUIRED FOR THE O/A DUCTS AT EACH AIR   HANDLER LOCATION - SECTION C403.2.4.3 FBC EC.       7) M2.1 & M2.2: PLEASE SHOW THE FLEX DUCT SIZES-   SECTION 603.2 FBC M.       8) M2.2 & M2.3: PROVIDE CLEARANCE DISTANCE MEASUREMENTS   FOR THE RTU?S AND ROOF FANS TO THE ROOF EDGES- SECTION   304.11 FBC M.       9) M2.2 & M2.3: PROVIDE CLEARANCE DISTANCE MEASUREMENTS   FOR MECHANICAL AND GRAVITY AIR INTAKES TO EXHAUST AIR   OUTLETS- SECTION 401.4 FBC M.       10) M2.2, M2.3, & M7.1: PROVIDE COMPLETE WIND LOAD   ENGINEERING FOR INSTALLATION OF THE RTU'S, ROOFTOP   CONDENSERS AND STANDS, ROOFTOP FANS AND CURBS, AND   GRAVITY VENTILATORS. PLEASE INCLUDE THE DESIGN   CRITERIA- SECTION 1609 FBC B, AND SECTION 301.15 FBC M,   AND FL. PRODUCT APPROVALS AND/OR MIAMI-DADE NOA'S FOR   AC ROOF STANDS AND FAN CURBS.       11) PROVIDE CONDENSATE DISPOSAL PLANS FOR THE AC   SYSTEMS INCLUDING TYPE AND SIZES OF CONDENSATE PIPING,   PIPING RUNS, PIPING SUPPORTS INSIDE AND ABOVE THE ROOF,   AND DISCHARGE LOCATIONS- SEE SECTION 307.2 FBC M.       12) PROVIDE INSTALLATION DETAILS FOR THE CIRCULATION   FANS IN THE SERVICE AND SERVICE RECEPTION AREAS-   SECTION 107.2.1 WPB, AND SECTION 304.1 FBC M.       13) EMERGENCY GENERATOR: A) SHOW THE LOCATION ON THE   MECHANICAL PLANS WITH ALL REQUIRED CLEARANCE DISTANCE   MEASUREMENTS. B) SUBMIT MANUFACTURER'S SPECIFICATIONS   FOR THE GENERATOR, EXHAUST AND FUEL OIL PIPING. C)   SUBMIT THE UL 2200 CERTIFICATE FOR THE GENERATOR. D)   PROVIDE AN ENLARGED DRAWING SHOWING THE EXHAUST FLUE   RUN AND TERMINATION LOCATION, AND THE FUEL OIL PIPING   RUN AND SOURCE LOCATION. E) PROVIDE WIND LOAD   ENGINEERING FOR INSTALLATION OF THE GENERATOR AND ALL   ASSOCIATED EXTERIOR EQUIPMENT- SECTION 301.15 FBC M.   REFERENCES: SECTION 915.1 FBC M, SECTIONS 4.1, 6.1, &   8.1 NFPA 37, SECTION 4.1 NFPA 110.       14) PLEASE PROVIDE AN ENLARGED COMPRESSOR ROOM PLAN AND   EQUIPMENT SCHEDULE. IT APPEARS THAT FUEL OIL TANKS WILL   BE INSTALLED IN THE ROOM WHICH REQUIRES THE ROOM, THE   TANK INSTALLATION, AND VENTILATION SYSTEM TO BE IN   COMPLIANCE WITH NFPA 30. A) PLEASE SUBMIT   MANUFACTURER?S SPECIFICATIONS FOR THE TANKS. B) PROVIDE   THE CLASSIFICATION OF THE FUEL AND SUBMIT AN MSDS   SHEET- SECTION 4.3.1. C) PROVIDE EXHAUST VENTILATION   CALCULATIONS FOR EF-4 AND INDICATE THE SEQUENCE OF   OPERATION- SECTION 24.10.1 NFPA 30, AND SECTION 510.2   FBC M.       15) REQUIRED SUBMITTALS LISTED BELOW SHALL BE PROVIDED   WITH THE CORRECTED PLANS OR MAY BE DEFERRED BY REQUEST.   ALL SUBMITTALS SHALL BEAR THE SHOP DRAWING APPROVAL   STAMP BY THE ENGINEER OF RECORD.       1) SIGNED AND SEALED STRUCTURAL ENGINEERING FOR   INSTALLATION OF ALL EXTERIOR MECHANICAL EQUIPMENT (AS   NOTED ABOVE IN COMMENT #10).   2) C0, N02, CO2, FV SENSORS AND CONTROLLERS.   3) MOTORIZED DAMPERS.   4) DUCT SMOKE DETECTORS.   5) FIRE DAMPERS   6) GENERATOR   7) FUEL OIL TANKS   8) AIR COMPRESSOR       WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE   LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY   RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT   CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE   PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND   KEEP THEM WITH THE SUBMITTALS       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 4 Status P Date 2019-12-09 Cont ID   Sent By shill Date 2019-12-09 Time 17:57 Rev Time 0.00 Received By shill Date 2019-12-09 Time 12:59 Sent To   Notes 2019-12-09 17:57:58 REVIEWED REMOTELY BY TIM HUNT     Review Stop P PLUMBING Rev No 3 Status F Date 2019-10-29 Cont ID   Sent By shill Date 2019-10-29 Time 06:04 Rev Time 0.00 Received By shill Date 2019-10-25 Time 13:03 Sent To   Notes 2019-10-29 06:04:34 PLUMBING 3RD REVIEW**DENIED**PLEASE SUPPLIED A   NARRATIVE. FL STATUE 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.   LAST REVIEW COMMENTS STILL NOT ANSWERED AGAIN.   1-PROVIDE CLEAR FLOOR SPACE AND TURNING SPACE FOR THE   TRAINING ROOM/ BREAK ROOM SINK WITH CABINET DETAIL   SHOWING MAX 34?. FBC-ACC 606.2, 606.3   2- PROVIDE NOTE ON PLAN SEPARATE BACKFLOW AND   INTERCEPTOR PERMIT REQUIRED. FBC 107.1   3-SHT. A-106 IS CALLING OUT ROOF DRAIN CALCULATIONS   BASED ON 2010 FBC-PLB CODE. THE CODE CURRENTLY IS THE   2017 6TH ED. PLEASE CORRECT AND SHOW THE CORRECT CODE.   PROVIDE SIZING OF THE STORM SYSTEM PER FBC-PLB 1105.2,   1106.2   4- SHT. A-106 CALL OUT PIPE PITCHED PER FBC-PLB 553.10.   PLEASE CLARIFY. FBC 107.1   5-SHT. A-301 SHOWS ROOF PITCH AS 1/4? PER FOOT BUT   DRAIN DETAIL CALLS OUT ?? PER FOOT. PLEASE CLARIFY. FBC   107.1   6-SHT. A-401 MIRROR DETAIL SHOWS MOUNTING AT 3?4? (40?)   TO THE BOTTOM OF THE MIRROR. MAX MEASUREMENT SHALL BE   TO THE REFLECTING SURFACE. FBC-ACC 603.3   TIM HUNT   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   THUNT@CGASOLUTIONS   561-248-2703         Review Stop P PLUMBING Rev No 2 Status F Date 2019-08-21 Cont ID   Sent By rmcdouga Date 2019-08-21 Time 16:03 Rev Time 0.00 Received By rmcdouga Date 2019-08-09 Time 12:29 Sent To   Notes 2019-08-21 16:03:44 PLUMBING 2ND REVIEW**DENIED**   LAST REVIEW COMMENTS STILL NOT ANSWERED   1-PROVIDE CLEAR FLOOR SPACE AND TURNING SPACE FOR THE   TRAINING ROOM/ BREAK ROOM SINK WITH CABINET DETAIL   SHOWING MAX 34?. FBC-ACC 606.2, 606.3   2- PROVIDE NOTE ON PLAN SEPARATE BACKFLOW AND   INTERCEPTOR PERMIT REQUIRED. FBC 107.1   3-SHT. A-106 IS CALLING OUT ROOF DRAIN CALCULATIONS   BASED ON 2010 FBC-PLB CODE. THE CODE CURRENTLY IS THE   2017 6TH ED. PROVIDE SIZING OF THE STORM SYSTEM PER   FBC-PLB 1105.2, 1106.2   4- SHT. A-106 CALL OUT PIPE PITCHED PER FBC-PLB 553.10.   PLEASE CLARIFY. FBC 107.1   5-SHT. A-301 SHOWS ROOF PITCH AS 1/4? PER FOOT BUT   DRAIN DETAIL CALLS OUT ?? PER FOOT. PLEASE CLARIFY. FBC   107.1   6-SHT. A-401 MIRROR DETAIL SHOWS MOUNTING AT 3?4? (40?)   TO THE BOTTOM OF THE MIRROR. MAX MEASUREMENT SHALL BE   TO THE REFLECTING SURFACE. FBC-ACC 603.3   TIM HUNT   PLUMBING PLANS EXAMINER   CITY OF WEST PALM BEACH   THUNT@CGASOLUTIONS   561-248-2703     Review Stop P PLUMBING Rev No 1 Status F Date 2019-05-06 Cont ID   Sent By thunt Date 2019-05-06 Time 14:31 Rev Time 0.00 Received By thunt Date 2019-05-06 Time 10:27 Sent To   Notes 2019-05-06 14:32:34 PLUMBING 1ST REVIEW**DENIED**       1) PROVIDE OCCUPANT LOAD FOR EACH OCCUPANCY. FBC   107.3.5       2) SHT. G-101 PLUMBING FIXTURE LIST JANITOR SINKS AS   (0). PLEASE ADVISED AS FLOOR PLANS SHOWS 2 BEING   INSTALLED AS REQUIRED IN FBC-P TABLE 403.1       3) TOILET ROOMS 111 AND 209 SHOWS THE CLEAR FLOOR   SPACES BACKWARDS. PLEASE CORRECT. FBC-ACC 604.3.1,   606.2       4) PROVIDE CLEAR FLOOR SPACE FOR BOTH DRINKING   FOUNTAINS ON SHT. A-102, A-104. FBC-ACC 602.2       5) PROVIDE CLEAR FLOOR SPACE AND CABINET HEIGHT DETAIL   SHOWING MAX HEIGHT TO BE 34" FOR THE BREAK ROOM/   TRAINING ROOM. FBC-ACC 606.2       6) SHT. A-106 PROVIDE LOCATION ON PLAN SHOWING ROOF   DRAINS LOCATIONS. FBC 107.2.1       7) SHT. A 401 DOES NOT SHOW ADA GRAB BAR MOUNTING   HEIGHT. PROVIDE DETAIL SHOWING THAT BAR WILL BE MOUNTED   33" TO 36" TO THE TOP OF GRIPPING SURFACE. FBC-ACC   609.4       8) PROVIDE INSTALLATION MANUAL FOR THE OIL/SAND   INTERCEPTOR SHOWING IT IS LISTED AND LABELED. FBC-P   1003.4.2       9) PROVIDE CALCULATIONS FOR HOW YOU DETERMINED   INTERCEPTOR SIZE. FBC-P 1003.4.2.2       10) XA RECESS SUMP PUMP SHALL INDIRECTLY DISCHARGE IN   TO THE SAND/ OIL INTERCEPTOR. FBC-P 1003.1       11) PROVIDE NOTED ON PLAN THAT BACKFLOWS AND   INTERCEPTORS REQUIRED THERE OWN SEPERATE PLUMBING   PERMIT.               TIM HUNT   PLUMBING PLANS EXAMINER/ PLUMBING INSPECTOR   BUILDING DIVISION   CITY OF WEST PALM BEACH   401 CLEMATIS STREET, 1ST FLOOR   WEST PALM BEACH, FL 33401   561-248-2703   [email protected]   [email protected]         Review Stop R ROOF PLAN REVIEW Rev No 4 Status P Date 2019-12-02 Cont ID   Sent By jgomez Date 2019-12-02 Time 14:56 Rev Time 0.00 Received By jgomez Date 2019-12-02 Time 14:56 Sent To   Notes 2019-12-02 14:57:01 PROVISO:       1- PROVIDE ROOFING PRODUCT APPROVAL AND CLEARLY MARK   ASSEMBLY TO BE INSTALLED.   NOTE: IF THE SELECTED ASSEMBLY DOESN'T MEET THE DESIGN   PRESSURES FOR ALL ROOF ZONES, THEN SIGNED AND SEALED   RAS 117 CALCULATIONS ARE REQUIRED.     Review Stop R ROOF PLAN REVIEW Rev No 3 Status F Date 2019-11-08 Cont ID   Sent By jgomez Date 2019-11-08 Time 16:59 Rev Time 0.00 Received By jgomez Date 2019-11-07 Time 07:55 Sent To   Notes 2019-11-08 17:00:22 SEE ITEM #6 ON 3RD BUILDING REVIEW DONE BY JULIO GOMEZ.           ORIGINAL COMMENT:   3RD REQUEST. THE SUBMITTED NOA: 14-0827.18TAMKO   MODIFIED BITUMEN ROOF SYSTEM OVER STEEL DECK HAS   VARIOUS SUB-SYSTEMS LISTED WITHIN THE REPORT BUT NONE   OF THE SUB-SYSTEMS WERE IDENTIFIED AS THE ONE BEING   INSTALLED. : FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOES NOT ALLOW ENHANCED FASTENING) FOR ROOF ZONES 2 &   3. FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   1609.6.4.4.1 COMPONENTS & CLADDING.       RESPONSE:   APPROVED ASSEMBLY WAS NOT SELECTED. AND, NEED SIGNED   AND SEALED RAS 117 CALCULATIONS FOR SELECTED ASSEMBLY   (GENERAL LIMITATION #7 ONLY). IF THE SELECTED ASSEMBLY   IS LIMITED BY GENERAL LIMITATION #9 AND THE ASSEMBLY   DOESN'T MEET THE DESIGN PRESSURES FOR ALL ROOF ZONES,   THEN IT CAN NOT BE USED.   NOTE: ALL PRODUCT APPROVALS CAN BE SUBMITTED LATER AS   DEFERRED SUBMITTAL. ADVICE IF PREFER TO SUBMIT PRODUCT   APPROVALS AS DEFERRED SUBMITTAL. Review Stop R ROOF PLAN REVIEW Rev No 2 Status F Date 2019-08-12 Cont ID   Sent By jwitmer Date 2019-08-12 Time 11:54 Rev Time 0.00 Received By jwitmer Date 2019-08-12 Time 07:54 Sent To   Notes 2019-08-12 11:53:58 1) 2ND REQUEST. THE SUBMITTED NOA: 14-0827.18TAMKO   MODIFIED BITUMEN ROOF SYSTEM OVER STEEL DECK HAS   VARIOUS SUB-SYSTEMS LISTED WITHIN THE REPORT BUT NONE   OF THE SUB-SYSTEMS WERE IDENTIFIED AS THE ONE BEING   INSTALLED. : FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY   ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES   FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL   LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOES NOT ALLOW ENHANCED FASTENING) FOR ROOF ZONES 2 &   3. FASTENER DENSITIES SHALL BE INCREASED FOR BOTH   INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE   WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION   PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED   PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT.   1609.6.4.4.1 COMPONENTS & CLADDING.       2) 2ND REQUEST. THE SUBMITTAL NOA: 16-0219.01 TC-5   SERIES STEEL ROOF CURB FOR TRANE ROOF TOP UNITS. PLEASE   REVIEW SHEET 4 AND 5 OF THE PRODUCT APPROVAL FOR   TECHNICAL NOTES. 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.   107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. 2017   FBC-M- 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,   APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL   BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES   DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING   CODE, BUILDING.       3) 2ND REQUEST. THERE MUST BE A PERMANENT MEANS OF   EGRESS TO REACH THE ROOF TOP HATCH.   1ST ROUND OF COMMENTS. SHEET 042-A102 THE 2ND FLOOR   PLAN AND ROOF PLAN OF THE REPAIR GARAGE, SHOWS A ROOF   HATCH TO GAIN ACCESS TO THE MECHANICAL EQUIPMENT ON THE   ROOF. SHEET 047-A-301 SHOWS A VERTICAL DISTANCE FROM   THE FINISH FLOOR TO THE BOTTOM OF THE BAR JOIST OF   14.66 FEET, CENTERED IN THE SERVICE BAY DOORWAY. THE   VERTICAL DISTANCE FROM FINISH FLOOR TO THE TOP OF THE   ROOF AT THE ROOF HATCH IS OVER 18.50 FEET. PLEASE SHOW   HOW COMPLIANCE WITH 306.5 OF THE 2017 MECHANICAL CODE   WILL BE MET:   2017 FBC-MECHANICAL. 306.5 EQUIPMENT AND APPLIANCES ON   ROOFS OR ELEVATED STRUCTURES.   WHERE EQUIPMENT REQUIRING ACCESS OR APPLIANCES ARE   LOCATED ON AN ELEVATED STRUCTURE OR THE ROOF OF A   BUILDING SUCH THAT PERSONNEL WILL HAVE TO CLIMB HIGHER   THAN 16 FEET (4877 MM) ABOVE GRADE TO ACCESS SUCH   EQUIPMENT OR APPLIANCES, AN INTERIOR OR EXTERIOR MEANS   OF ACCESS SHALL BE PROVIDED. SUCH ACCESS SHALL NOT   REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER THAN 30   INCHES (762 MM) IN HEIGHT.       4) 2ND REQUEST. PLEASE ALSO PROVIDE CODE COMPLIANCE   WITH: 2017 FBC-B ROOF HATCH EXCEPTION: IN BUILDINGS   WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE   PERMITTED TO BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN   16 SQUARE FEET IN AREA AND HAVING A MINIMUM DIMENSION   OF 2 FEET.       5) 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   BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT   401 CLEMATIS ST. WEST PALM BEACH. FL 33402   TEL: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]     Review Stop R ROOF PLAN REVIEW Rev No 1 Status F Date 2019-05-30 Cont ID   Sent By jwitmer Date 2019-05-30 Time 08:53 Rev Time 0.00 Received By jwitmer Date 2019-05-28 Time 13:03 Sent To   Notes 2019-05-30 08:53:26 ROOFING: THE SUBMITTED NOA: 14-0827.18TAMKO MODIFIED   BITUMEN ROOF SYSTEM OVER STEEL DECK HAS VARIOUS   SUB-SYSTEMS LISTED WITHIN THE REPORT BUT NONE OF THE   SUB-SYSTEMS WERE IDENTIFIED AS THE ONE BEING INSTALLED.   : FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING   SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF   ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF   ENHANCED FASTENING IS ALLOWED   (LIMITATION #7 ALLOWS ENHANCED FASTENING, LIMITATION #   9 DOESN?T) FOR ROOF ZONES 2 & 3. FASTENER DENSITIES   SHALL BE INCREASED FOR BOTH INSULATION & THE BASE SHEET   AS CALCULATED IN COMPLIANCE WITH ROOFING APPLICATION   STANDARDS RAS 117. CALCULATION PREPARED, SIGNED AND   SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR   REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &   CLADDING.       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: 561-805-6717   FAX: 561-805-6676   E-MAIL: [email protected]       DEVELOPMENT SERVICES HOME PAGE   HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP     Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 4 Status P Date 2019-12-09 Cont ID   Sent By shill Date 2019-12-09 Time 15:34 Rev Time 0.00 Received By shill Date 2019-12-02 Time 14:50 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 3 Status P Date 2019-10-29 Cont ID   Sent By shill Date 2019-10-29 Time 06:10 Rev Time 0.00 Received By shill Date 2019-10-29 Time 06:10 Sent To   Notes 2019-10-15 18:07:34 GEOTECH REPORT RECEIVED (PAPER)     2019-10-10 16:18:51 GEO REPORT ROUTED TO SHILL'S DESK Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 2 Status P Date 2019-08-09 Cont ID   Sent By shill Date 2019-08-09 Time 17:57 Rev Time 0.00 Received By shill Date 2019-08-09 Time 17:55 Sent To   Notes ***NONE*** Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET Rev No 1 Status F Date 2019-05-02 Cont ID   Sent By shill Date 2019-05-02 Time 17:01 Rev Time 0.00 Received By shill Date 2019-05-02 Time 15:05 Sent To   Notes 2019-05-02 17:02:09 SAMANTHA HILL   BUILDING PLANS EXAMINER   [email protected]   561-805-6724       PER FLORIDA STATUTE 471, 481       1. NEW PAGES SUBMITTED IN SUBSEQUENT REVIEW CYCLES   REQUIRE VERIFICATION.       2. THE ARCHITECT'S SEAL (BRIAN P. HERBERT, AR) IS   REQUIRED. PLEASE REVISE ALL PAGES, BUT ONLY RESUBMIT   PAGES WHICH CHANGE FOR CODE RELATED COMMENTS.       SHEET 003 G-501 IS NOT DIGITALLY SIGNED. PLEASE CONFIRM   ALL SHEETS ARE DIGITALLY SIGNED.       3. SURVEY (004 V-1 BOUNDARY SURVEY) - OK       4. CIVIL PAGES (ZACHARY D. TODD, PE) - SIGNATURE AND   TITLE BLOCK ARE OK, BUT SHEET 018 14 WASTEWATER #3 IS   NOT SIGNED (ALSO SHEET 019, 020; CHECK ALL).       5. STRUCTURAL PAGES (MURRAY G. BRYNSTESEN, PE) HAS A   SIGNATURE WHICH DOES NOT APPEAR TO MEET THE   REQUIREMENTS OF FAC61G15-23.004 (PER EMAIL TO AND FROM   FBPE). PLESAE CONTACT ME OR WENDY ANDERSON AT FBPE IF   YOU WISH TO DISCUSS. TITLE BLOCK OK.       6. MECHANICAL AND PLUMBING PAGES, ENERGY CALCS,   SYSTEMPS DESIGN REPORT (MIRCEA PELLA, PE) AND   ELECTRICAL PAGES (LON CARTER, PE) SIGNATURE AND TITLE   BLOCK OK, BUT LACKS THE LANGUAGE REQUIRED BY   FAC61G15-23.004 AND LACKS A SEAL (OR SIGNATURE CAN   STATE "SIGNED AND SEALED"). PLEASE REVISE ALL BUT   RESUBMIT ONLY PAGES WHICH CHANGE DUE TO CODE RELATED   COMMENTS.     Review Stop Z ZONING Rev No 4 Status P Date 2019-11-26 Cont ID   Sent By llouie Date 2019-11-26 Time   Rev Time 0.00 Received By llouie Date 2019-11-26 Time   Sent To   Notes 2019-11-26 10:36:21 ZONING APPROVED WITH THE FOLLOWING PROVISOS:       1.) MINOR PD AMENDMENT REQUIRED FOR THE AS-BUILT PRIOR   TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (C.O.).       2.) SEPARATE PERMITS REQUIRED FOR: LANDSCAPING, SITE   LIGHTING, SIGNAGE, DUMPSTER ENCLOSURE, GENERATOR,   SECURITY GATES AND PARKING AREA. Review Stop Z ZONING Rev No 3 Status F Date 2019-10-18 Cont ID   Sent By llouie Date 2019-10-18 Time   Rev Time 0.00 Received By llouie Date 2019-10-18 Time   Sent To   Notes 2019-10-18 10:38:27 ** FAILED **       PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE   COMMENTS IN WRITING AND/OR ON THE PLANS WHERE   APPLICABLE:       1.) BUILDING SQUARE FOOTAGE DOES NOT MATCH WHAT HAD   BEEN APPROVED THROUGH THE PLANNING PROCESS. THE   APPROVAL IS GRANTED FOR 14,709 SQ. FT. AND NOT 15,805   SQ. FT. AS SPECIFIED IN THE APPLICATION AND   ARCHITECTURAL PLANS. PLEASE ADDRESS BUILDING SQUARE   FOOTAGE IN BUILDING PERMIT SET FOR CONSISTENCY WITH THE   APPROVED PLANS. INCREASING THE BUILDING SQUARE FOOTAGE   MAY REQUIRE THE PROJECT TO GO BACK TO THE PUBLIC   HEARING PROCESS.       2.) MASTER DEVELOPMENT PLAN (SHEET MP-1) DOES NOT   REFLECT THE LATEST CHANGES APPROVED. PLEASE PROVIDE THE   CORRECT MASTER DEVELOPMENT PLAN FOR CONSISTENCY.       3.) SITE PLAN (SHEET SP-1) DOES NOT REFLECT THE LATEST   CHANGES APPROVED. PLEASE PROVIDE THE CORRECT SITE PLAN   FOR CONSISTENCY.       4.) SEPARATE PERMITS REQUIRED FOR: LANDSCAPING,   DUMPSTER ENCLOSURE, GENERATOR, SIGNAGE, EXTERIOR   LIGHTING, FLAG POLE.       5.) CITY'S DIMENSIONAL STANDARDS HAVE CHANGED FOR   DUMPSTER ENCLSORUES. PLEASE ENSURE THAT THE NEW   DIMENSIONS ARE ACCOMODATED IN THE REVISED PLANS.           NOTES:       * PLEASE ENSURE ALL BUILDING PERMIT PLANS ARE   CONSISTENT WITH THE APPROVED MINOR AMENDMENT (REFERENCE   PB 1670K, CONDITIONALLY APPROVED ON 8/12/2019).       * CONDITIONS IN RESOLUTION NO. 128-19 MUST BE MET.       * MINOR AMENDMENT FOR THE AS-BUILTS REQUIRED.       * ANY REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.       * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE   QUESTIONS.       * ZONE: CPD (PALMS GATEWAY ? MITSUBISHI)       * ZONE: SF7     Review Stop Z ZONING Rev No 2 Status F Date 2019-07-24 Cont ID   Sent By llouie Date 2019-07-24 Time   Rev Time 0.00 Received By llouie Date 2019-07-24 Time   Sent To   Notes 2019-07-24 12:56:39 ** FAILED **       PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE   COMMENTS IN WRITING AND/OR ON THE PLANS WHERE   APPLICABLE:       1.) THIS PROJECT IS PENDING A MINOR PD AMENDMENT   APPROVAL (REFERENCE: PB 1670K). THE MINOR PD AMENDMENT   MUST BE APPROVED PRIOR TO ZONING APPROVAL OF THE   BUILDING PERMIT.       2.) ALL CONDITIONS IN RESOLUTION NO. 128-19 MUST BE   SATISFIED.           NOTES:       * PLEASE ENSURE ALL BUILDING PERMIT PLANS ARE   CONSISTENT WITH THE MINOR AMENDMENT ONCE APPROVED.       * REVISION MAY RESULT IN ADDITIONAL COMMENTS.       * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE   QUESTIONS.       * REFERENCE: RESOLUTION NO. 128-19 AND PB 1670K (MINOR   PD AMENDMENT)       * ZONE: CPD (PALMS GATEWAY - MITSUBISHI)     Review Stop Z ZONING Rev No 1 Status F Date 2019-04-26 Cont ID   Sent By llouie Date 2019-04-26 Time   Rev Time   Received By llouie Date 2019-04-26 Time   Sent To   Notes 2019-04-26 09:51:40 ** FAILED **       1.) THIS PROJECT IS PENDING APPROVAL FROM THE CITY   COMMISSION. THE PROJECT IS SHEDULED TO BE HEARD BY THE   CITY COMMISSION ON 5/6/19. ZONING WILL NOT   REVIEW/APPROVE ANY PLANS PRIOR TO APPROVAL BY THE CITY   COMMISSION.       2.) INCONSISTENCIES DETECTED IN THE PROPOSED PLANS TO   BE HEARD BY THE CITY COMMISSION AND THE PERMIT SET. ALL   CONSTRUCTION PLANS SHALL MATCH THE APPROVED SET FOR   CONSISTENCY.           NOTES:       * REFERENCE: PB 1670I (PALMS GATEWAY CPD - MITSUBISHI)       * REVISIONS MAY RESULT IN ADDITIONAL COMMENTS.       * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE   QUESTIONS. Account Summary | Usage Policy | Privacy Policy Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved