Plan Review Details - Permit 16040364
Plan Review Stops For Permit 16040364
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-09-19 Cont ID  
Sent By jwitmer Date 2016-09-19 Time   Rev Time 0.00
Received By jwitmer Date 2016-09-19 Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-08-14 Cont ID  
Sent By jwitmer Date 2016-08-14 Time 10:11 Rev Time 0.00
Received By jwitmer Date 2016-08-14 Time 09:15 Sent To  
Notes
2016-08-14 10:11:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040364
 ADD: 2201 45TH ST. / REPLACE CHILLERS & INSTALL SCREEN
 WALL
 CONT: AIRSTRON INC.
 TEL: 954-923-1654
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
 NEW SCREEN WALL: DOES NOT FALL INTO THE SCOPE OF WORK
 FOR A MECHANICAL CONTRACTOR, EITHER A GENERAL
 CONTRACTOR OR BUILDING CONTRACTOR WILL BE REQUIRED TO
 SIGN ON AS A SUB-PERMIT. A PERMIT APPLICATION WILL BE
 REQUIRED WHERE THEY CAN USE THE MECHANICAL PERMIT AS
 THE PRIMARY PERMIT. THERE WOULD BE ONLY A $ 80.00
 PERMIT FEE CHARGED IF THE VALUE OF THE SCREEN WALL WAS
 IN THE VALUE OF THE PRIMARY PERMIT.
 3RD REVIEW
 DATE: SUN. AUGUST 14/2016
 ACTION: DENIED
  
 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL.
  
 2) COMPLIED.
  
 2A) 3RD REQUEST. THE RESPONSE INDICATES PER THE PRODUCT
 APPROVAL SUBMITTED THE INSET CLIPS WILL BE USED ALONG
 THE SIDES OF THE LOUVER AT 20 INCHES ON CENTER IS
 CORRECT. PLEASE NOTE EITHER THE CONTRACTOR OR THE
 DESIGNER OF RECORD NEED TO MARK THE PRODUCT
 APPROVAL!!!!!!!!!!!!!!!
 WITHIN THE RESUBMITTED PERMIT PACKAGE WITH THE LOUVER
 NOA 14-0423.26 IS A CUT SHEET FOR THE INSTALLATION
 INSTRUCTIONS STANDARD BOXED FRAME LE-32. THERE ARE 4
 ATTACHMENT CONDITIONS SHOWN;
 1) STEEL SUB-STRUCTURE
 2) SOUTHERN PINE SUBSTRATE
 3 )CONCRETE SUBSTRATE
 4) MOUNTING CLIPS IN AND MOUNTING CLIPS OUT
  
 PLEASE PROVIDE A DETAIL OF HOW THE 6 INCH DEEP ALUMINUM
 LOUVER IS GOING TO BE ATTACHED TO THE 4X4 HSS STEEL
 TUBES. HOW OFTEN THE CLIPS WILL BE REQUIRED FOR THE
 ATTACHMENT TO THE FRAMEWORK.
  
 2B) COMPLIED. THE PRODUCT APPROVAL DOES SHOW FOR LARGER
 HORIZONTAL SPANS THE USE OF MULLIONS. IF THERE IS TO BE
 MULLIONS BETWEEN LOUVERED PANELS PLEASE PROVIDE
 LOCATION, SIZE OF TUBE, THICKNESS OF TUBE AND THE
 ATTACHMENT TO THE SCREEN WALL FRAMING MEMBERS.
  
 2C) PROVISO: PLEASE PROVIDE THE WELDING CERTIFICATE FOR
 ANY FIELD WELDING COMPLETED ON SITE.
  
 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS.
  
 4) 3RD REQUEST, ALSO SEE THE MECHANICAL COMMENTS ABOUT
 THE HEIGHT REQUIREMENTS FOR CLEARANCES UNDER THE UNIT
 VERSES THE WIDTH OF THE UNIT. THIS IS THE ISSUE!! THE
 STRUCTURAL SHEET SHOW A CONCRETE PIER AND THE CHILLER
 SETTING DIRECTLY ON TOP OF THE CONCRETE PIER. THE
 MECHANICAL SHEETS SHOWS NEW CHILLER IS GOING TO BE
 ANCHORED NOT THE CONCRETE PIER BUT 90 DEGREES TO THE
 CONCRETE PIER NEW 10X22 I BEAMS, IN THE DETAIL THERE IS
 A NOTATION FOR (2) 10X22 I BEAMS AND ANOTHER FOR (3)
 10X 22 I BEAMS. PLEASE PROVIDE A DETAIL FOR THIS
 ASSEMBLY AND HOW ALL OF THE FRAMING MEMBERS WILL BE
 JOINED TOGETHER INTO A SINGLE ASSEMBLY, HOW ATTACHMENT
 TO THE ROOF DECK OR ROOF FRAMING WILL BE ACHIEVED AS
 WELL AS THE NEW CHILLER UNIT ITSELF.
 2014 FBC-B LATERAL FORCE-RESISTING SYSTEM. 2014 FBC-B
 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND
 THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY
 STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING
 EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS
 CHAPTER. SEE SECTION 1609 FOR WIND LOADS?
  
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-05-13 Cont ID  
Sent By jwitmer Date 2016-05-13 Time 12:45 Rev Time 0.00
Received By jwitmer Date 2016-05-13 Time 11:52 Sent To  
Notes
2016-05-13 12:36:30BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040364
 ADD: 2201 45TH ST. / REPLACE CHILLERS & INSTALL SCREEN
 WALL
 CONT: AIRSTRON INC.
 TEL: 954-923-1654
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
 NEW SCREEN WALL: DOES NOT FALL INTO THE SCOPE OF WORK
 FOR A MECHANICAL CONTRACTOR, EITHER A GENERAL
 CONTRACTOR OR BUILDING CONTRACTOR WILL BE REQUIRED TO
 SIGN ON AS A SUB-PERMIT. A PERMIT APPLICATION WILL BE
 REQUIRED WHERE THEY CAN USE THE MECHANICAL PERMIT AS
 THE PRIMARY PERMIT. THERE WOULD BE ONLY A $ 80.00
 PERMIT FEE CHARGED IF THE VALUE OF THE SCREEN WALL WAS
 IN THE VALUE OF THE PRIMARY PERMIT.
 2ND REVIEW
 DATE: FRI. MAY 13/2016
 ACTION: DENIED
  
 1) COMPLIED. SHEET ANCHORING OF THE NEW SCREEN WALL.
  
 2) SEMI-COMPLIED. THE SHEET S1 INDICATES THE SCREEN
 WALL SCREEN IS TO HAVE PRODUCT APPROVALS, THIS REVIEW A
 MIAMI-DADE NOA 14-0423.26 WAS SUBMITTED. THE ISSUE WITH
 THIS APPROVAL IS THE FRAMING PLAN SHEET S-0.1 DOES NOT
 INDICATE HOW OFTEN THE UPRIGHT FRAMING MEMBERS WILL
 OCCUR. SHEET M1.1 DOES SHOW A FLOOR PLAN OF THE BRACING
 OF THE FRAMEWORK BUT THE DIMENSION BETWEEN THE
 HORIZONTAL FRAMING MEMBERS IS NOT GIVEN. PLEASE PROVIDE
 THE SPACING BETWEEN THE VERTICAL FRAMING MEMBERS AND
 THE SIZE OF THE WELDS TO SECURE THEM TO THE VERTICAL
 FRAME.
  
 2A) WITHIN THE RESUBMITTED PERMIT PACKAGE WITH THE
 LOUVER NOA 14-0423.26 IS A CUT SHEET FOR THE
 INSTALLATION INSTRUCTIONS STANDARD BOXED FRAME LE-32.
 THERE ARE 4 ATTACHMENT CONDITIONS SHOWN;
 1) STEEL SUB-STRUCTURE
 2) SOUTHERN PINE SUBSTRATE
 3 )CONCRETE SUBSTRATE
 4) MOUNTING CLIPS IN AND MOUNTING CLIPS OUT
  
 PLEASE PROVIDE A DETAIL OF HOW THE 6 INCH DEEP ALUMINUM
 LOUVER IS GOING TO BE ATTACHED TO THE 4X4 HSS STEEL
 TUBES. HOW OFTEN THE CLIPS WILL BE REQUIRED FOR THE
 ATTACHMENT TO THE FRAMEWORK.
  
 2B)THE PRODUCT APPROVAL DOES SHOW FOR LARGER HORIZONTAL
 SPANS THE USE OF MULLIONS. IF THERE IS TO BE MULLIONS
 BETWEEN LOUVERED PANELS PLEASE PROVIDE LOCATION, SIZE
 OF TUBE, THICKNESS OF TUBE AND THE ATTACHMENT TO THE
 SCREEN WALL FRAMING MEMBERS.
  
 2C) PLEASE PROVIDE THE WELDING CERTIFICATE FOR ANY
 FIELD WELDING COMPLETED ONSITE.
  
 3) COMPLIED. FBC-B 509.6.1 HEIGHT LIMITATIONS.
  
 4)2ND REQUEST. THE STRUCTURAL SHEET SHOW A CONCRETE
 PIER AND THE CHILLER SETTING DIRECTLY ON TOP OF THE
 CONCRETE PIER. THE MECHANICAL SHEETS SHOWS NEW CHILLER
 IS GOING TO BE ANCHORED NOT THE CONCRETE PIER BUT 90
 DEGREES TO THE CONCRETE PIER NEW 10X22 I BEAMS, IN THE
 DETAIL THERE IS A NOTATION FOR (2) 10X22 I BEAMS AND
 ANOTHER FOR (3) 10X 22 I BEAMS. PLEASE PROVIDE A DETAIL
 FOR THIS ASSEMBLY AND HOW ALL OF THE FRAMING MEMBERS
 WILL BE JOINED TOGETHER INTO A SINGLE ASSEMBLY, HOW
 ATTACHMENT TO THE ROOF DECK OR ROOF FRAMING WILL BE
 ACHIEVED AS WELL AS THE NEW CHILLER UNIT ITSELF.
 2014 FBC-B LATERAL FORCE-RESISTING SYSTEM. 2014 FBC-B
 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND
 THEIR CONNECTIONS SHALL BE DETERMINED BY METHODS OF
 STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM,
 GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH
 SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY
 STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING
 EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS
 CHAPTER. SEE SECTION 1609 FOR WIND LOADS?
  
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-04-20 Cont ID  
Sent By jwitmer Date 2016-04-20 Time 08:26 Rev Time 0.00
Received By jwitmer Date 2016-04-20 Time 08:10 Sent To  
Notes
2016-04-20 08:26:37BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040364
 ADD: 2201 45TH ST. / REPLACE CHILLERS & INSTALL SCREEN
 WALL
 CONT: AIRSTRON INC.
 TEL: 954-923-1654
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. APRIL 20/2016
 ACTION: DENIED
  
 1) SHEET S1 SCREEN WALL DOES NOT INDICATE THE TYPE OF
 FASTENERS TO BE USED IN ANCHORING OF THE NEW SCREEN
 WALL.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 2) THE SHEET S1 INDICATES THE SCREEN WALL SCREEN IS TO
 HAVE PRODUCT APPROVALS, SPECIFIC A MIAMI-DADE (NOA).
 NOT SUBMITTED IN THIS PERMIT PACKET. TYPE OF
 CONSTRUCTION MINIMUM BUILDING TYPE FBC-B TABLE 503.
 ALSO UNKNOWN FIRE SEPARATION DISTANCE.
 2014 FBC-B ? 1509.6 MECHANICAL EQUIPMENT SCREENS.
 MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF
 THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN
 ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE
 BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER
 THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS
 SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
  
 3) 2014 FBC-B ? 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL
 EQUIPMENT SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN
 HEIGHT ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST
 POINT ON THE MECHANICAL EQUIPMENT SCREEN. EXCEPTION:
 WHERE LOCATED ON BUILDINGS OF TYPE IA CONSTRUCTION, THE
 HEIGHT OF MECHANICAL EQUIPMENT SCREENS SHALL NOT BE
 LIMITED.
  
 4) THE STRUCTURAL SHEET NOR MEHANICAL SHEETS SHOW HOW
 THE NEWCHILLER IS GOING TO BE ANCHORED TO THE CURB TO
 RESIST SLIDDING AND OVERTURNING.
 2014 FBC-B LATERAL FORCE-RESISTING SYSTEM
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 5) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-04-26 Cont ID  
Sent By albarran Date 2016-04-26 Time 13:19 Rev Time 0.00
Received By albarran Date 2016-04-12 Time 13:17 Sent To  
Notes
2016-04-26 13:28:55IMPORTANT NOTICE FOR FINAL INSPECTION: NEC110.16
 ARC-FLASH HAZARD LABEL AND NEC 110.24 FAULT CURRENT
 LABELS REQUIRED
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-09-19 Cont ID  
Sent By ccole Date 2016-09-19 Time 15:13 Rev Time 0.00
Received By ccole Date 2016-09-12 Time 09:55 Sent To  
Notes
2016-09-13 09:55:20RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-08-14 Cont ID  
Sent By jwitmer Date 2016-08-14 Time 10:11 Rev Time 0.00
Received By jwitmer Date 2016-08-09 Time 09:53 Sent To  
Notes
2016-08-10 09:53:11RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-05-13 Cont ID  
Sent By jwitmer Date 2016-05-13 Time 12:45 Rev Time 0.00
Received By jwitmer Date 2016-04-27 Time 13:35 Sent To  
Notes
2016-04-28 13:36:36B36
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-04-26 Cont ID  
Sent By albarran Date 2016-04-26 Time 13:29 Rev Time 0.00
Received By albarran Date 2016-04-06 Time 15:25 Sent To  
Notes
2016-04-26 13:51:124/26/16 PASSED ELECTRICAL REVIEW BUT FAILED EVERY OTHER
 TRADE. CONTRACTOR NOTIFIED VIA EMAIL. FILE SENT TO
 LARGE DENIED DRAWER "A". MA
2016-04-07 15:25:14B19
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-09-19 Cont ID  
Sent By ccole Date 2016-09-19 Time 15:13 Rev Time 0.00
Received By ccole Date 2016-09-19 Time 15:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-08-10 Cont ID  
Sent By ccole Date 2016-08-10 Time 14:07 Rev Time 0.00
Received By ccole Date 2016-08-10 Time 14:07 Sent To  
Notes
2016-08-10 14:34:493RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16040364
 8/10/16
  
 1) SHEET S-01: THE CHILLER ATTACHMENT DETAIL INDICATES
 THE CLEARANCE DISTANCE BETWEEN THE ROOF SURFACE AND THE
 NEW CHILLER IS INSUFFICIENT PER TABLE 1509.6.5 FBC-14
 BUILDING. IF THE CONTRACTOR AND DESIGN PROFESSIONAL'S
 INTENTION IS TO SOMEHOW PROVE THAT THE CURRENT DESIGN
 IS ADEQUATE OR EQUAL TO WHAT IS REQUIRED BY CODE, THEN
 AN ALTERNATE DESIGN PROPOSAL WOULD HAVE TO BE SUBMITTED
 TO THE BUILDING OFFICIAL. PLEASE REVIEW SECTION 104.11
 WPB AMENDMENTS TO THE FBC:
  
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION A N D E Q U I P M E N T. T H E PROVISIONS
 O F T H IS C O D E A RE N O T INTENDED TO PREVENT THE
 INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN
 OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED B
 Y T H I S C O D E , P R O V I D E D T H A T A N Y S U C
 H A L T E R N A T I V E H A S BEEN APPROVED. AN
 ALTERNATIVE MATERIAL, DESIGN OR METHOD OF CONSTRUCTION
 SHALL BE APPROVED WHERE THE BUILDING OFFICIAL FINDS
 THAT THE PROPOSED DESIGN IS SATISFACTORY AND COMPLIES
 WITH THE INTENT OF THE
 PROVISIONS OF THIS CODE, AND THAT THE MATERIAL, METHOD
 OR WORK OFFERED IS, FOR THE PURPOSE INTENDED, AT LEAST
 THE EQUIVALENT OF THAT PRESCRIBED IN THIS CODE IN
 QUALITY, STRENGTH, EFFECTIVENESS, FIRE RESISTANCE,
 DURABILITY AND SAFETY. WHEN ALTERNATE LIFE SAFETY
 SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE TO
 PERFORMANCE-BASED FIRE PROTECTION ANALYSIS AND DESIGN
 OF BUILDINGS, OR OTHER METHODS APPROVED BY THE BUILDING
 OFFICIAL MAY BE USED. THE BUILDING OFFICIAL SHALL
 REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE SUBMITTED
 TO SUBSTANTIATE
 ANY CLAIM MADE REGARDING THE ALTERNATIVE.
  
 2) COMMENT #1B FROM THE 1ST REVIEW HAS NOT BEEN FULLY
 ADDRESSED. THE CHILLER DETAIL DOES NOT INDICATE HOW THE
 CHILLER WILL BE ANCHORED OR FASTENED TO THE NEW STEEL
 BEAM TO RESIST WIND PRESSURES- SECTION 301.15, AND DOES
 NOT PROVIDE THE DIMENSIONS OF THE CHILLER.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-05-05 Cont ID  
Sent By ccole Date 2016-04-29 Time 14:39 Rev Time 0.00
Received By ccole Date 2016-04-29 Time 16:32 Sent To  
Notes
2016-04-29 17:00:372ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040364
 4/29/16
  
 1) M-1.1: THE REQUESTED WIND LOAD ENGINEERING FOR THE
 ROOFTOP CHILLER INSTALLATION IS INCOMPLETE: A) PROVIDE
 THE WIND LOAD DESIGN CRITERIA IN ACCORDANCE WITH
 SECTION 1609 FBC-14 BUILDING. B) PROVIDE DIMENSIONED
 PLAN AND SECTION VIEWS OF THE CHILLER AND SUPPORT BASE
 THAT INDICATE THE TYPE AND SIZE OF FASTENERS AND
 ANCHORS FOR ATTACHING THE I-BEAMS TO THE PIERS, THE
 RAILS TO THE I-BEAMS AND THE CHILLER TO THE RAILS. C)
 INDICATE THE CLEARANCE HEIGHT FROM THE ROOF SURFACE TO
 THE UNDERSIDE OF THE CHILLER SUPPORT STRUCTURE- SECTION
 2) M-1.1: NOTE #1 REFERENCES SHEET M-6.2 WHICH IS NOT
 INCLUDED IN THE PLAN SETS. NOTE #4 REFERENCES SHEET
 M-5.2 WHICH IS NOT IN THE PLAN SETS.
 3) M-1.1: INDICATE THE SIZES OF THE NEW CHILLED WATER
 PIPING.
 4) M-5.1: THE CHILLER SCHEDULE INDICATES A 9.0
 EFFICIENCY RATE FOR THE UNIT, HOWEVER A MINIMUM FULL
 LOAD EFFICIENCY RATING OF 9.562 IS REQUIRED PER TABLE
 C403.2.3(7) FBC-14 ENERGY CONSERVATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-08 Cont ID  
Sent By ccole Date 2016-04-08 Time 12:15 Rev Time 0.00
Received By ccole Date 2016-04-08 Time 12:15 Sent To  
Notes
2016-04-08 12:25:051ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040364
 4/8/16
  
 1) PROVIDE ENGINEERED DETAILS FOR ANCHORING THE NEW
 CHILLER TO THE CURB- SECTION 301.15 FBC-14 MECHANCIAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2016-05-06 Cont ID  
Sent By eschneid Date 2016-05-06 Time 17:01 Rev Time 0.25
Received By eschneid Date 2016-05-06 Time 17:01 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2016-04-18 Cont ID  
Sent By eschneid Date 2016-04-18 Time 16:18 Rev Time 0.50
Received By eschneid Date 2016-04-15 Time 18:08 Sent To  
Notes
2016-04-18 16:21:45FAILED
  
 IN ORDER TO PROVIDE PROPER SCREENING, THE BRACES FOR
 THE SCREEN WALLS SHOULD BE ON THE INSIDE OF THE SCREEN
 WALL. IN THE CURRENT LAYOUT THE BRACES ARE VISIBLE.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


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