Plan Review Details - Permit 14080632
Plan Review Stops For Permit 14080632
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2014-12-24 Cont ID  
Sent By jwitmer Date 2014-12-24 Time 14:17 Rev Time 0.00
Received By jwitmer Date 2014-12-24 Time 14:17 Sent To  
Notes
2014-12-24 14:19:47BUILDING PLAN REVIEW
 PERMIT: 14080632
 ADD: 500 BELVEDERE RD.
 CONT: T. B. D.
 TEL: (216)520-1551
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: WED.. DEC. 24/ 2014
 ACTION: PASSED
  
 1) SUBMITTED SOILS REPORTS.
  
 2) NEW SHEET S001 WITH ROOF ZONE PRESSURES FOR ZONE #3
 AT 35' ELE.
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-12-22 Cont ID  
Sent By jwitmer Date 2014-12-22 Time 12:55 Rev Time 0.00
Received By jwitmer Date 2014-12-22 Time 06:57 Sent To  
Notes
2014-12-22 08:18:06BUILDING PLAN REVIEW
 PERMIT: 14080632
 ADD: 500 BELVEDERE RD.
 CONT: T. B. D.
 TEL: (216)520-1551
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: MON. DEC. 22/ 2014
 ACTION: BUILDING PROVISO
  
 CONTRACTOR IS WORKING AT OWN RISK. SHEET S001
 FOUNDATION NOTES INDICATE A SOILS REPORT IS REQUIRED.
 IT SHALL BE THE RESPONSIBILITY OF THE SOILS TESTING
 LABORATORY TO VERIFY THE ASSUMED BEARING PRESSURE .
 2010 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.
 1)
  
 2) SHEET S001 THE COMPONETS AND CLADDING CHART FOR ROOF
 ZONE 3, THE PRESSURES ARE THE SAME AS ZONE # 2, THESE
 PRESSURES ARE OK FOR THE ROOF ZONE # 3 BEHIND A 3'-0"
 PARAPET AT THE HEIGHT OF 22 FT. A REVISION IS REQUIRED
 SHOWING THE PRESSURES FOR THE ELEVATION 35 FT WHERE
 THERE IS NO PARAPET AND INCREASED PRESSURES. 2010 FBC-B
 1609.6.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-11-13 Cont ID  
Sent By jwitmer Date 2014-11-13 Time 14:53 Rev Time 0.00
Received By jwitmer Date 2014-11-13 Time 11:01 Sent To  
Notes
2014-11-13 12:30:55BUILDING PLAN REVIEW
 PERMIT: 14080632
 ADD: 500 BELVEDERE RD.
 CONT: T. B. D.
 TEL: (216)520-1551
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: THURS. NOV. 13/ 2014
 ACTION: DENIED
  
 PLEASE TAKE NOTE!!!!
 NOTICE:
 CHAPTER 553.80(2)(B) FLORIDA STATUTES STATES THAT A
 LOCAL GOVERNMENT SHALL IMPOSE A FEE OF FOUR TIMES THE
 FEE FOR PLAN REVIEW, IF PLANS ARE REJECTED (3) OR MORE
 TIMES FOR REPEATED FAILURE TO CORRECT A CODE VIOLATION.
 THIS IS TO BE PAID BY THE DESIGN TEAMS!!!!.
  
  
  
 2ND REQUEST , ORIGINAL SHEETS ARE STILL IN PLANS,
 RESPONSE COMMENTS START AT COMMENT # 4.
 1) THE COVERSHEET INDICATES THIS BUILDING WAS DESIGNED
 AS A TYPE LLB BUILDING. HOW CAN THE EXISTING BUILDING
 BE A TYPE LLB BUILDING WHEN THE 2010 FBC-B 603.1
 ALLOWABLE MATERIALS. COMBUSTIBLE MATERIALS SHALL BE
 PERMITTED IN BUILDINGS OF TYPE I OR II CONSTRUCTION IN
 THE FOLLOWING APPLICATIONS AND IN ACCORDANCE WITH
 SECTIONS 603.1.1 THROUGH 603.1.3:
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING.
  
 2010 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.
  
 SHEET S301 ALSO SHOWS EXISTING WOOD FRAMING MEMBERS AND
 SHEATHING DETAILS 2A, 2B AND CANOPY ROOF PLAN SHOW THE
 USSE OF NEW 3/4 INCH WOOD DECKING . THE EXISITNG
 BUILDING CODE SECTION 1001.2 CREATION OR EXTENSION OF
 NONCONFORMITY.
 AN ADDITION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,
 STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR
 THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL
 SYSTEMS.
  
 2) 2ND REQUEST. MISSING PRODUCT APPROVALS: 2010 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS
 & CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) ACCESS DOOR IN CEILING A NORSTRUM CEILING
 APPROVAL HAS BEEN SUBMITTED. THE APPROVAL NEEDS TO BE A
 MIAMI-DADE NOA OR A STATE OF FLORIDA APPROVAL,
 OTHERWISE NORSTORM WILL NEED TO SUBMIT FOR A LOCAL
 APPROVAL.
 (C) COMPIED. EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, SUBMITTED IS A
 FLORIDA APPROVAL FOR CARLISLE SURE WELD TPO SINGLE PLY
 ROOF SYSTEM, THE COVER SHEET OF THE PLANS LIST PAGE 6
 OF THIS REPORT FOR ATTACHMENT METHOD. PLEASE BE AWARE
 THERE IS 8 SUB-SYSTEMS FOUND ON PAGE 6. PLEASE IDENTIFY
 WHICH SUB-SYSTEM IS TO BE INSTALLED. EACH SUB-SYSTEM
 HAS DIFFERENT PRESSURES FOR ZONE # 1 AND MAY OR MAY NOT
 MEET THE WIND DESIGN PRESSURES.
  
 3) 2ND REQUEST, SUB-SYSTEMS NOT IDENTIFIED. 2010 FBC
 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) 2ND REQUEST. SHEET S-001 UNDER THE HEADING OF WIND
 DESIGN DATA:
 MWFRS DESIGN PRESSURES- BUILDING DESIGN BY PUBLIX
 COMPONENTS & CLADDING DESIGN PRESSURES IN VULT
 WIND PRESSURES FOR ZONES 4 & 5 (WALL ZONES)
 PRESSURES ARE LOW FOR WALL ZONE 4
 PRESSURES ARE HIGH FOR WALL ZONE 5 @ 190 MPH.
  
 COMMENT BELOW CHART.
 NOTE. WIND LOADS FOR COMPONENTS AND CLADDING SHALL
 CONFORM TO THE FBC CRITERIA. THE CLADDING SUPPLIERS
 SHALL CONSIDER SHALL CONSIDER INCREASED PRESSURE
 COEFFICIENTS FOR THE COMPONENTS AND CLADDING AND
 DETERMINE THE APPROPRIATE WIND LOADS FOR THIER SYSTEMS
 BASED ON ZONE, HEIGTH AND EFFECTIVE WIND AREA.
  
 THE PRESSURES FOR BOTH ZONES 4 & 5 (WALL ZONES) SHOULD
 ALREADY REFLECT THE CORRECT PRESSURES FOR HEIGHT AND
 EXPOSURE. THE PRESSUES MUST MEET THE MINIMUM PRESSURES
 REQUIRED FOR THE WIND ZONE, EXPOSURE AND HEIGHT OF THE
 BUILDING. THE PRESSURES WILL NEED TO BE CORRECTED FOR
 WALL ZONE 4. IF THE DESIGNER OF RECORD DESIGNS TO A
 HIGHER PRESSURE (WALL ZONE #5) THAT IS WHAT THE PRODUCT
 APPROVALS HAVE TO MEET.
  
 PLEASE ALSO NOTE THAT SHEET S001 IN THE TITLE STRIP
 LISST THIS SHEET AS PUBLIX SUPPLEMENTAL DOCUMENTS. AS
 DISCUSSED WITH CMG ARCHITECTS THIS MORNING
 IT APPEARS THE THE PUBLIX ARCHITECTS SHOULS BE THE
 DESIGNER OF RECORD FOR PUBLIX. THE ISSUE HERE IS PUBLIX
 HAS NOTHING TO DO WITH THE REST OF THE SHOPPING CENTER.
 THE PUBLIX PERMIT IS THE NEW PUBLIX STORE AND CANOPY.
 THERE SHOULD BE A 3 HOUR WALL THAT SEPARATES THE PUBLIX
 STORE FROM THE REMAINDER OF THE SHOPPING CENTER. ON
 THESE PLANS OMIT THE PORTION THAT DEALS WITHPUBLIX/
 UNDER SEPARATE PERMIT. THIS SHOULD BE A STAND ALONE
 PERMIT THAT HAS NOTHING TO DO WITH PUBLIX, UNLESS THEY
 ARE GOING TO BECOME THE DESIGNER OF RECORD FOR THE
 WHOLE OF THE SHOPPING CENTER.
 FLORIDA STATUTE 61G1-23.015 RESPONSIBLE SUPERVISING
 CONTROL OVER ARCHITECTURAL PRACTICE OUTSIDE OF THE
 ARCHITECT?S OFFICE.
  
 THE OTHER ISSUE WITH THIS PAGE IS THE STATEMENT UNDER
 GENERAL:
 THE ADDED STRUCTURE AS SHOWN ON THESE DRAWINGS TO THE
 BUILDING IS DESIGNED TO BE SELF SUPPORTING AND STABLE
 AFTER CONSTRUCTION IS FULLY COMPLETED.
 AGAIN THIS TO BE CONSIDERED A ADDITION TO AN EXISTING
 BUILDING. THE DESIGN CRITERIA LIST THIS AS A TYPE IIB
 BUILDING SHEET A302, A303 & A304 ALL STILL LIST THE USE
 OF EXISTING 5/8 IN. EXTERIOR GRADE PLYWOOD, AND SHEET
 A304 STILL LIST WOOD TRUSSES TO BE MODIFIEDFOR NEW
 METAL STUD ATTACHMENT.
 PLEASE REVIEW: 2010 EXISTING BUILDING CODE 1001.2
 CREATION OR EXTENSION OF NONCONFORMITY.
 AN ADDITION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,
 STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR
 THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL
 SYSTEMS.
  
 PLEASE ALSO NOT THERE ARE NO ROOFING PRESSURES PROVIDED
 FOR ZONES 1, 2 OR 3.
  
 PLEASE PROVIDE FOR ALL ZONES 1-5 THE PRESSURES IN VASD
 SINCE ALL THE PRODUCT APPROVALS ARE STATED IN VASD.
  
 1ST REVIEW: MISSING THE PRESSURES AND WIND DESIGN FOR
 PRODUCT APPROVALS. 2010 FBC-B 1609.1.1 DETERMINATION OF
 WIND DESIGN- CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 4.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 5) 2ND REQUEST, THIS SHEET REFERS BACK TO SOILS TESTING
 FOR THE PUBLIX BUILDING. SHEET S001 FOUNDATION NOTES
 INDICATE A SOILS REPORT IS REQUIRED. 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.
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-09-02 Cont ID  
Sent By jwitmer Date 2014-08-30 Time 11:24 Rev Time 0.00
Received By jwitmer Date 2014-08-30 Time 11:30 Sent To  
Notes
2014-08-30 12:23:34BUILDING PLAN REVIEW
 PERMIT: 14080632
 ADD: 500 BELVEDERE RD.
 CONT: T. B. D.
 TEL: (216)520-1551
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: SAT. AUG. 30/ 2014
 ACTION: DENIED
  
 1) THE COVERSHEET INDICATES THIS BUILDING WAS DESIGNED
 AS A TYPE LLB BUILDING. HOW CAN THE EXISTING BUILDING
 BE A TYPE LLB BUILDING WHEN THE 2010 FBC-B 603.1
 ALLOWABLE MATERIALS. COMBUSTIBLE MATERIALS SHALL BE
 PERMITTED IN BUILDINGS OF TYPE I OR II CONSTRUCTION IN
 THE FOLLOWING APPLICATIONS AND IN ACCORDANCE WITH
 SECTIONS 603.1.1 THROUGH 603.1.3:
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING.
  
 2010 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.
  
 SHEET S301 ALSO SHOWS EXISTING WOOD FRAMING MEMBERS AND
 SHEATHING DETAILS 2A, 2B AND CANOPY ROOF PLAN SHOW THE
 USSE OF NEW 3/4 INCH WOOD DECKING . THE EXISITNG
 BUILDING CODE SECTION 1001.2 CREATION OR EXTENSION OF
 NONCONFORMITY.
 AN ADDITION SHALL NOT CREATE OR EXTEND ANY
 NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE
 ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY,
 STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR
 THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL
 SYSTEMS.
  
 2) MISSING PRODUCT APPROVALS: 2010 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS &
 CLADDING
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) ACCESS DOOR IN CEILING
 (C) EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 3) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) MISSING THE PRESSURES AND WIND DESIGN FOR PRODUCT
 APPROVALS. 2010 FBC-B 1609.1.1 DETERMINATION OF WIND
 DESIGN- CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 4.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
 TABLE 1609.2(2) .
  
 5) SHEET S001 FOUNDATION NOTES INDICATE A SOILS REPORT
 IS REQUIRED. 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.
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
 A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
 SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
 FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-10-21 Cont ID  
Sent By rlecky Date 2014-10-21 Time 12:52 Rev Time 0.00
Received By rlecky Date 2014-10-21 Time 12:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-09-03 Cont ID  
Sent By rlecky Date 2014-09-03 Time 11:19 Rev Time 0.00
Received By rlecky Date 2014-09-02 Time 12:52 Sent To  
Notes
2014-09-03 11:20:4914080632
 500 BELVEDERE ROAD.
 CANOPY AND SITE LIGHTING
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS.
  
 PROVIDE AN ELECTRICAL RISER PLAN OF THE ELECTRICAL
 SERVICE SHOWING LOCATION OF ALL METERS AND MAIN
 DISCONNECTS. VERIFY THE ELECTRICAL SERVICE MAINS
 SERVING THIS BUILDING ARE SIX OR LESS AND GROUPED IN
 ONE LOCATION. VERIFY THE FAULT CURRENT RATING OF THE
 NEW EQUIPMENT IS SUITABLE. NOTE THAT THE PLANS SHOW THE
 LIGHTING PANELS AS BEING EXISTING ON ONE SHEET AND NEW
 ON ANOTHER. NEC 110.9, 110.10, 110.26, 215.5, 230.71,
 240.24(D)
  
 PROVIDE WIND LOAD ENGINEERING FOR THE LIGHT POLES AND
 FIXTURES. THE ENGINEERING NEEDS TO REFERENCE THE ACTUAL
 FIXTURE TYPE OR MODEL WITH ITS EPA AND ALSO VERIFY THE
 EXISTING FOOTER AND POLE ARE STRUCTURALLY ADEQUATE. FBC
 1609.1
  
 PROVIDE SPECIFICATIONS AND LISTING FOR NEW LIGHT POLES
 AND FIXTURES. NEC 90.70
  
 VERIFY THE EQUIPMENT GROUNDING CONDUCTOR FOR THE SITE
 LIGHTING HAS BEEN PROPORTIONATELY INCREASED IN SIZE
 ACCORDING TO THE CIRCULAR MIL AREA OF THE UNGROUNDED
 CONDUCTORS. ALTERNATELY PROVIDE FULL SIZE EQUIPMENT
 GROUNDING CONDUCTORS. NEC 250.4(A) (5), 250.122
  
  
 ROBERT LECKY, CBO
 ELECTRICAL PLANS REVIEW
 561-373-3701
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2014-12-03 Cont ID  
Sent By pleduc Date 2014-12-03 Time   Rev Time 0.00
Received By pleduc Date 2014-12-03 Time 11:54 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-10-20 Cont ID  
Sent By pleduc Date 2014-10-20 Time   Rev Time 0.00
Received By pleduc Date 2014-10-20 Time 09:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-08-18 Cont ID  
Sent By pleduc Date 2014-08-18 Time   Rev Time 0.00
Received By pleduc Date 2014-08-18 Time 10:43 Sent To  
Notes
2014-08-18 12:26:35THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
 PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
 DOOR.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-12-22 Cont ID  
Sent By llouie Date 2014-12-22 Time 15:24 Rev Time 0.00
Received By llouie Date 2014-11-26 Time   Sent To  
Notes
2014-12-03 07:42:33INCOMING SENT TO C12.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-11-13 Cont ID  
Sent By jwitmer Date 2014-11-13 Time 14:53 Rev Time 0.00
Received By jwitmer Date 2014-10-17 Time 18:32 Sent To  
Notes
2014-10-17 18:32:48C05
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-09-03 Cont ID  
Sent By rlecky Date 2014-09-03 Time 11:21 Rev Time 0.00
Received By rlecky Date 2014-08-14 Time 09:38 Sent To  
Notes
2014-08-15 09:38:52C06
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2014-08-30 Cont ID  
Sent By jwitmer Date 2014-08-30 Time 12:57 Rev Time 0.00
Received By jwitmer Date 2014-08-30 Time 12:57 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2014-12-22 Cont ID  
Sent By llouie Date 2014-12-22 Time 15:21 Rev Time 0.00
Received By llouie Date 2014-12-22 Time 15:21 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2014-10-30 Cont ID  
Sent By llouie Date 2014-10-30 Time 10:51 Rev Time 0.00
Received By llouie Date 2014-10-30 Time 10:51 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2014-08-28 Cont ID  
Sent By dkittrid Date 2014-08-28 Time 10:48 Rev Time 0.00
Received By llouie Date 2014-08-28 Time 10:48 Sent To  
Notes
2014-08-28 10:50:01** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) THE ELECTRICAL SITE PLAN (SHEET E300) DOES NOT
 REFLECT THE LATEST APPROVED SITE PLAN OR LIGHTING
 CONFIGURATION ON THE PROPERTY. PLEASE CLARIFY/ADDRESS.
 (REFERENCE: ISPR #14-01)
  
 2.) PROVIDE A PHOTOMETRIC PLAN.
  
 3.) CORRECT SITE LOCATION MAP (SHEET T001).
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.
  
  
  
2014-08-26 13:30:598/26/14


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