Plan Review Details - Permit 20110271
Plan Review Stops For Permit 20110271
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Rev No 4 Status P Date 2021-06-09 Cont ID  
Sent By cpuell Date 2021-06-09 Time 14:55 Rev Time 0.00
Received By cpuell Date 2021-06-09 Time 14:55 Sent To  
Notes
2021-06-09 14:56:27ADDRESS CHANGED FROM 2300 45TH ST TO 2370 45TH ST.
Review Stop AD ADDRESSING
Rev No 3 Status F Date 2021-05-28 Cont ID  
Sent By cpuell Date 2021-05-28 Time 13:58 Rev Time 0.00
Received By cpuell Date 2021-05-28 Time 13:58 Sent To  
Notes
2021-05-28 14:13:08WAITING ON KIM LEBLANC TO PROVIDE ADDITIONAL DOCUMENTS,
 LAST COMMUNICATION WAS 3/3/21
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Rev No 2 Status F Date   Cont ID  
Sent By cpuell Date 2021-03-03 Time 12:17 Rev Time  
Received By cpuell Date 2021-03-03 Time 19:09 Sent To  
Notes
2021-03-03 19:11:06IN THE PROCESS OF ESTABLISHING ADDRESS
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Rev No 1 Status F Date 2020-12-17 Cont ID  
Sent By cpuell Date 2020-12-17 Time 09:53 Rev Time 0.00
Received By cpuell Date 2020-12-17 Time 09:53 Sent To  
Notes
2020-12-17 09:54:02PLEASE CONTACT [email protected] TO ESTABLISH AN ADDRESS
 FOR 74434306000001050
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2021-06-02 Cont ID  
Sent By jwitmer Date 2021-06-02 Time 11:44 Rev Time 0.00
Received By jwitmer Date 2021-06-02 Time 09:30 Sent To  
Notes
2021-06-02 11:40:53WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110271
 ADD: 2300 45TH ST.
 CONT: TBD/TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 3RD REVIEW
 DATE: WED. JUNE 02ND/ 2021
 ACTION: BUILDING PASSED/ PROVISOS
  
 1) NOTE ONLY. THIS MAIN BUILDING PERMIT WILL INCLUDE
 THE REVIEWS FOR THE MECHANICAL, ELECTRICAL, PLUMBING &
 ROOFING PERMITS. REVIEWS AND ASSOCIATED FEES FOR ALL
 OTHER PERMITS ARE NOT INCLUDED UNDER THIS PERMIT.
 SEPARATE PERMITS ARE REQUIRED FOR FIRE SPRINKLER, FIRE
 ALARM, RACK STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR
 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK
 IN COOLERS & FREEZERS, CANOPIES, ALL LOW VOLTAGE
 PERMITS, GENERATORS & FUEL TANKS WITH FILL STATIONS,
 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.
  
 2) BUILDING PROVISO: SHEET S3-0 THE ROOF FRAMING PLAN
 SHOWS BOTH WELDED AND OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED. REPORTS SUBMITTED TO BUILDING INSPECTOR AT
 TIME OF FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 3) DEFERRED SUBMITTAL. SHEET S6-0 THERE ARE 3 OPTIONS
 FOR ANCHORING THE OF THE ROOF TOP CURB TO THE ROOF
 FRAMING.
  
 JAMES A. WITMER BN, PX, SFP, 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 2 Status F Date 2021-03-09 Cont ID  
Sent By jwitmer Date 2021-03-09 Time 11:34 Rev Time 0.00
Received By jwitmer Date 2021-03-09 Time 08:03 Sent To  
Notes
2021-03-09 11:34:22WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110271
 ADD: 2300 45TH ST.
 CONT: TBD/TO BE DETERMINED
 TEL: ???
 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: TUES. MARCH 09TH/ 2021
 ACTION: DENIED
  
 1) NOTE ONLY. THIS MAIN BUILDING PERMIT WILL INCLUDE
 THE REVIEWS FOR THE MECHANICAL, ELECTRICAL, PLUMBING &
 ROOFING PERMITS. REVIEWS AND ASSOCIATED FEES FOR ALL
 OTHER PERMITS ARE NOT INCLUDED UNDER THIS PERMIT.
 SEPARATE PERMITS ARE REQUIRED FOR FIRE SPRINKLER, FIRE
 ALARM, RACK STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR
 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK
 IN COOLERS & FREEZERS, CANOPIES, ALL LOW VOLTAGE
 PERMITS, GENERATORS & FUEL TANKS WITH FILL STATIONS,
 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.
  
 2A) 2ND REQUEST. THE ARCHITECTURAL COVERSHEET LIST ALL
 PRODUCT APPROVALS FOR COMPONENTS AND CLADDING FOR THIS
 BUILDING. PLEASE NOTE THAT NONE OF THE SUBMITTED
 PRODUCT APPROVALS SHOW COMPLIANCE WITH W. P. B.
 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE
 REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE 61G20
 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP DRAWING
 STAMP OF APPROVAL) 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.
 REVIEWS FOR ALL PRODUCT APPROVALS WILL NOT OCCUR UNTIL
 COMMENTS 2-5 ARE ADDRESSED. PLEASE ALSO NOTE SINCE THE
 SUBMITTED PRODUCT APPROVALS ARE BEING REVIEWED BEFORE
 PERMIT ISSUANCE ANY CHANGE IN PRODUCT APPROVALS WILL BE
 A REVISION FOR EACH PRODUCT.
  
 2B) NEW COMMENT. PLEASE BE AWARE THAT DEC. 31ST/ 2020
 THERE WAS A CODE CHANGE. IN MANY CASES THE SUBMITTED
 PRODUCT APPROVALS ALSO LOST THEIR QUALITY ASSURANCE
 PROGRAM THAT IS REQUIRED THROUGH THE FLORIDA
 ADMINISTRATIVE CODE 61G20-3.002, 61G20-3.005 &
 61G20-3.007. MOST PRODUCT APPROVALS THAT LOST THEIR
 QUALITY ASSURANCE PROGRAM HAVE UPDATED QUALITY
 ASSURANCE PROGRAMS, REVIEW ALL PRODUCT APPROVALS TO SEE
 IF THEY ARE CURRENT WITH THEIR QUALITY ASSURANCE
 PROGRAMS!!!
  
 3) 2ND REQUEST. NONE OF THE DOOR OR WINDOW PRODUCT
 APPROVALS SUBMITTED SHOW WHICH SUB-SYSTEMS ARE BEING
 INSTALLED IN THIS PROJECT. PRODUCT APPROVALS WITH
 GLAZING UNITS, 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 MANUFACTURERS
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 4) 2ND REQUEST. KAWNEER STOREFRONT PRODUCT APPROVAL
 FL8787-R9 ONLY THE 3 FRONT PAGES OF THE REPORT WERE
 UPLOADED, NONE OF THE TECHNICAL PAGES WERE LOADED.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 5) 2ND REQUEST. THE SUBMITTED VERSICO REPORT FL
 14207-20 HAS NOT BEEN ISSUED, IT IS PENDING. THE
 HIGHLIGHTED SUB-SYSTEM SC-210 HAS AN -75 PSF RATING. NO
 ZONE 3 FOR ROOFING PRESSURES, PARAPET OVER 3 FEET TALL.
  
 1ST ROUND OF COMMENTS. PLEASE BE AWARE OF THE CURRENT
 FLORIDA PRODUCT APPROVAL FL14207-R20 FOR SYSTEM SC-210
 HAS A DIFFERENT GRADE STEEL DECK AND LOWER PRESSURES
 -30.0 PSF. THE CURRENT PRODUCT APPROVAL ON THE STATE
 WEBSITE IS TO BE USED. DIFFERENCE IN PRODUCT APPROVALS.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 6A)(1) 2ND ROUND COMMENTS. THE SUBMITTED SOILS REPORTS
 (2) ONE IN THE FILE FOLDER (19 PAGES), THE OTHER UNDER
 THE DRAWING FOLDER 50 PAGES, FROM APEX JOB # 25:3387 IS
 NOT SIGNED NOR SEALED BY AN ENGINEER.
 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH
 LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 DOCUMENT IN THE FILE FOLDER, SCANNED, FACSIMILE,
 DIGITALLY CREATED OR COPIED IMAGE OF THE LICENSEE?S
 SIGNATURE SHALL NOT BE USED ON DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
  
 6A)(2) THERE WERE NO BORINGS UNDER THE PROPOSED
 BUILDING, THE CONCERN IS THIS AREA IS CONSIDERED
 QUESTIONABLE SOILS BECAUSE OF THE AMOUNT OF ORGANIC
 MATTER IN THE REGION. . 1803.5.2 QUESTIONABLE SOILS.
  
  
 1ST ROUND OF COMMENTS. SHEET S1-0 UNDER THE HEADING
 FOUNDATION/ EARTHWORKS LIST A SOILS REPORT ESC PROJECT
 # 25:3387-A DATED 11-26TH /2019, THIS REPORT WAS NOT
 SUBMITTED IN THIS REVIEW. QUESTIONABLE SOILS. 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.
  
 6B) 2ND ROUND OF COMMENTS. THE UNDERGROUND STORAGE
 TANKS AND INSTALLATION OF UNDERGROUND PIPING AND NEW
 DISPENSERS WILL REQUIRE A SEPARATE PERMIT, REVIEW AND
 FEES. A PCP CONTRACTOR SIGNED ON TO VERIFY LICENSURE
 BEFORE PERMIT ISSUANCE. FL. S. 489.105(P) ALSO SEE F.
 S. 376.303. UNLESS THE PCP CONTRACTOR HOLDS A SECOND
 LICENSE FOR THE CANOPY, ANOTHER CONTRACTOR WILL BE
 REQUIRED TO SIGN ONTO THE PERMIT APPLICATION.
 1ST ROUND OF COMMENTS. DOES THE SOILS REPORT ADDRESS
 CONCERNS ABOUT THE UNDERGROUND STORAGE TANKS AND
 CLOSENESS OF CANALS AND UNDERGROUND WATER. TO DATE
 THERE HAS BEEN NO SOILS REPORT SUBMITTED AS TO THE
 WATER TABLE LEVEL, AND HOW OR IF DEWATERING WILL BE
 REQUIRED AT THIS SITE SINCE THERE IS A CANAL JUST WEST
 OF THIS PROPERTY.
  
 6C) 2ND REQUEST. NO COMMENT RESPONSE FROM THE DESIGNER
 OF RECORD. DOES THE SOILS REPORT ADDRESS THE CONCERNS
 ABOUT 2017 FBC-B 1804.1. EXCAVATION NEAR FOUNDATIONS.
 EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE THE LATERAL
 SUPPORT FROM ANY FOUNDATION OR ADJACENT FOUNDATION
 WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION
 AGAINST DETRIMENTAL LATERAL OR VERTICAL MOVEMENT, OR
 BOTH.
  
 7) NO ACTION NEEDED. COMPONENTS & CLADDING PRESSURES
 FOUND ON S1-0 ARE GOOD IN VASD.
  
 8) BUILDING PROVISO: SHEET S3-0 THE ROOF FRAMING PLAN
 SHOWS BOTH WELDED AND OR BOLTED CONNECTIONS. THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED. REPORTS SUBMITTED TO BUILDING INSPECTOR AT
 TIME OF FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 9) COMPLIED.
  
 10) 2ND REQUEST. SHEET S6-0 THERE ARE 3 OPTIONS FOR
 ANCHORING THE OF THE ROOF TOP CURB TO THE ROOF FRAMING.
 IN BOTH MOUNTING OPTIONS OF THE RTU TO THE ROOF TOP
 CURB, PRE-ENGINEERED RTU TIE-DOWNS TO FBC/ ASCE 7-10 BY
 SPECIALTY ENGINEER SIZE, QUANTITY AND PLACEMENT OF
 TIE-DOWNS SHALL BE REQUIRED BY THE TIE DOWN SUPPLIER
 FOR EACH RTU. GC TO SUBMIT SIGNED AND SEALED TIE-DOWN
 ENGINEERING & DETAILS FOR REVIEW AND APPROVAL BY THE
 DESIGNER OF RECORD BEFORE BEING FORWARDED TO THE
 BUILDING DEPARTMENT.
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 11) 2ND REQUEST. NO PRODUCT APPROVAL FOR THE A/C
 PRE-MANUFACTURED ROOF STAND WAS SUBMITTED. 2017 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31) (G) PRE-ENGINEERED A/C STANDS
 SHEET A3-1 DETAIL 9 CONDENSING UNIT ROOF SUPPORT DETAIL
 REFERS TO ALUMINUM A/C STAND (MIAMI TECH) EITHER
 MIAMI-DADE NOA OR FLORIDA APPROVAL. PLEASE PROVIDE THE
 PRODUCT APPROVAL OF CHOICE AND PLEASE PROVIDE
 COMPLIANCE WITH:
 THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 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.
 2017 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.
  
 12) 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, 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 2020-11-30 Cont ID  
Sent By jwitmer Date 2020-11-30 Time 11:14 Rev Time 0.00
Received By jwitmer Date 2020-11-30 Time 07:45 Sent To  
Notes
2020-11-30 07:58:21WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20110271
 ADD: 2300 45TH ST.
 CONT: TBD/TO BE DETERMINED
 TEL: ???
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: 11/30/2020
 ACTION: DENIED
  
 1) THIS MAIN BUILDING PERMIT WILL INCLUDE THE REVIEWS
 FOR THE MECHANICAL, ELECTRICAL, PLUMBING & ROOFING
 PERMITS. REVIEWS AND ASSOCIATED FEES FOR ALL OTHER
 PERMITS ARE NOT INCLUDED UNDER THIS PERMIT.
 SEPARATE PERMITS ARE REQUIRED FOR FIRE SPRINKLER, FIRE
 ALARM, RACK STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR
 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK
 IN COOLERS & FREEZERS, CANOPIES, ALL LOW VOLTAGE
 PERMITS, GENERATORS & FUEL TANKS WITH FILL STATIONS,
 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.
  
 2) THE COVERSHEET LIST ALL PRODUCT APPROVALS FOR
 COMPONENTS AND CLADDING FOR THIS BUILDING. PLEASE NOTE
 THAT NONE OF THE SUBMITTED PRODUCT APPROVALS SHOW
 COMPLIANCE WITH W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) 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.
 REVIEWS FOR ALL PRODUCT APPROVALS WILL NOT OCCUR UNTIL
 COMMENTS 2-5 ARE ADDRESSED. PLEASE ALSO NOTE SINCE THE
 SUBMITTED PRODUCT APPROVALS ARE BEING REVIEWED BEFORE
 PERMIT ISSUANCE ANY CHANGE IN PRODUCT APPROVALS WILL BE
 A REVISION FOR EACH PRODUCT.
  
 3) PRODUCT APPROVALS WITH GLAZING UNITS, 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.
  
 4) KAWNEER STOREFRONT PRODUCT APPROVAL FL8787-R9 ONLY
 THE 3 FRONT PAGES OF THE REPORT WERE UPLOADED, NONE OF
 THE TECHNICAL PAGES WERE LOADED. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5) PLEASE BE AWARE OF THE CURRENT FLORIDA PRODUCT
 APPROVAL FL14207-R20 FOR SYSTEM SC-210 HAS A DIFFERENT
 GRADE STEEL DECK AND LOWER PRESSURES -30.0 PSF. THE
 CURRENT PRODUCT APPROVAL ON THE STATE WEBSITE IS TO BE
 USED. DIFFERENCE IN PRODUCT APPROVALS. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED.
  
 6A) SHEET S1-0 UNDER THE HEADING FOUNDATION/ EARTHWORKS
 LIST A SOILS REPORT ESC PROJECT # 25:3387-A DATED
 11-26TH /2019, THIS REPORT WAS NOT SUBMITTED IN THIS
 REVIEW. QUESTIONABLE SOILS. 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.
  
 6B) DOES THE SOILS REPORT ADDRESS CONCERNS ABOUT THE
 UNDERGROUND STORAGE TANKS AND CLOSENESS OF CANALS AND
 UNDER GROUND WATER. TO DATE THERE HAS BEEN NO SOILS
 REPORT SUBMITTED AS TO THE WATER TABLE LEVEL, AND HOW
 OR IF DEWATERING WILL BE REQUIRED AT THIS SITE SINCE
 THERE IS A CANAL JUST WEST OF THIS PROPERTY.
  
 6C) DOES THE SOILS REPORT ADDRESS THE CONCERNS ABOUT
 2017 FBC-B 1804.1. EXCAVATION NEAR FOUNDATIONS.
 EXCAVATION FOR ANY PURPOSE SHALL NOT REDUCE THE LATERAL
 SUPPORT FROM ANY FOUNDATION OR ADJACENT FOUNDATION
 WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION
 AGAINST DETRIMENTAL LATERAL OR VERTICAL MOVEMENT, OR
 BOTH.
  
 7) NO ACTION NEEDED. COMPONENTS & CLADDING PRESSURES
 FOUND ON S1-0 ARE GOOD IN VASD.
  
 8) SHEET S3-0 THE ROOF FRAMING PLAN SHOWS BOTH WELDED
 AND OR BOLTED CONNECTIONS. THE CONTRACTOR IS REQUIRED
 TO PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER
 OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE
 WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED.
 REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF
 FRAMING INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT 561-805-6666.
  
 9) SHEET S3-0 IN THE BOTTOM LEFT CORNER OF THE PAGE
 METAL DECK ATTACHMENT SCHEDULE. SHEET S6-0 OFFERS 3
 METAL DECK TYPE 22-GAUGE, 20-GAUGE & 18-GAUGE DECKING.
 UNDER THE SIDE LAP FASTENER THERE IS GIVEN OPTIONS AS
 TO FASTENER TYPE AND GAUGE OF METAL. PLEASE NOTE THAT
 THE GAUGE OF ROOFING METAL DOES NEED TO MATCH THAT OF
 THE ROOFING PRODUCT APPROVAL AND ANCHORS. PLEASE SEE
 CITY AMENDMENT FOR OPTIONS, NO OPTIONS.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1. W.P.B.
 ADMINISTRATIVE CODE/2017 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 "CODE SECTIONS 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, NO OPTIONS". 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.
  
 10) SHEET 6-0 THERE ARE 2 OPTIONS FOR ANCHORING THE OF
 THE ROOF TOP CURB TO THE ROOF FRAMING. IN BOTH MOUNTING
 OPTIONS OF THE RTU TO THE ROOF TOP CURB, PRE-ENGINEERED
 RTU TIE-DOWNS TO FBC/ ASCE 7-10 BY SPECIALTY ENGINEER
 SIZE, QUANTITY AND PLACEMENT OF TIE-DOWNS SHALL BE
 REQUIRED BY THE TIE DOWN SUPPLIER FOR EACH RTU. GC TO
 SUBMIT SIGNED AND SEALED TIE-DOWN ENGINEERING & DETAILS
 FOR REVIEW AND APPROVAL BY THE DESIGNER OF RECORD
 BEFORE BEING FORWARDED TO THE BUILDING DEPARTMENT.
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC.
  
 DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 11) SHEET A3-1 DETAIL 9 CONDENSING UNIT ROOF SUPPORT
 DETAIL REFERS TO ALUMINUM A/C STAND (MIAMI TECH) EITHER
 MIAMI-DADE NOA OR FLORIDA APPROVAL. PLEASE PROVIDE THE
 PRODUCT APPROVAL OF CHOICE AND PLEASE PROVIDE
 COMPLIANCE WITH:
 THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 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.
 2017 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.
  
 12) 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.
  
 PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS
 REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT
 REVIEW CYCLE.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, 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 2021-06-15 Cont ID  
Sent By jleahy Date 2021-06-15 Time 10:19 Rev Time 0.00
Received By jleahy Date 2021-06-15 Time 10:19 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2021-03-12 Cont ID  
Sent By jleahy Date 2021-03-12 Time 16:36 Rev Time 0.00
Received By jleahy Date 2021-03-12 Time 12:55 Sent To  
Notes
2021-03-12 16:37:56YOU WILL NEED TO SUBMIT SIGNED CONTRACTS WITH THE
 CONTRACTORS, 600K IS LOW FOR THIS SIZE AND TYPE OF
 PROJECT. JLEAHY
  
 SEE COMMENT FROM FIRST REVIEW.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-12-15 Cont ID  
Sent By jleahy Date 2020-12-15 Time 09:15 Rev Time 0.00
Received By jleahy Date 2020-12-15 Time 08:17 Sent To  
Notes
2020-12-15 09:21:21ELECTRICAL 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 BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 VALUE STATED ON PERMIT IS LOW FOR THIS SIZE BUILDING
 AND THE AMOUNT OF WORK THAT GOES INTO A JOB OF THE
 SIZE.
  
 PLEASE SUBMIT A BREAK DOWN OF VALUE(S) OF ALL THE
 DIFFERENT SYSTEMS GOING INTO THIS BUILDING.
  
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW DETAILED,
 QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS
 (EXCLUDING LAND VALUE) TO MEET THE APPROVAL OF THE
 BUILDING OFFICIAL. FOR PERMITTING PURPOSES, VALUATION
 OF BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT
 VALUE TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING,
 MECHANICAL, INTERIOR FINISH, RELATIVE SITE WORK,
 ARCHITECTURAL AND DESIGN FEES, MARKETING COSTS,
 OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL.
  
  
  
Review Stop E-LOWVOLT ELECTRICAL LOW VOLTAGE
Rev No 1 Status P Date 2020-12-15 Cont ID  
Sent By jleahy Date 2020-12-15 Time 10:09 Rev Time 0.00
Received By jleahy Date 2020-12-15 Time 10:09 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2020-11-19 Cont ID  
Sent By rrossano Date 2020-11-19 Time   Rev Time  
Received By rrossano Date 2020-11-19 Time   Sent To  
Notes
2020-11-19 23:44:04REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E19110003.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-11-24 Cont ID  
Sent By pleduc Date 2020-11-24 Time   Rev Time 0.00
Received By pleduc Date 2020-11-23 Time 13:41 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-06-15 Cont ID  
Sent By jleahy Date 2021-06-15 Time 12:10 Rev Time 0.00
Received By jleahy Date 2021-05-28 Time 13:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2021-03-19 Time   Rev Time 0.00
Received By ccarvaja Date 2021-02-26 Time 09:50 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-12-18 Cont ID  
Sent By lmarchan Date 2020-12-18 Time 11:11 Rev Time 0.00
Received By lmarchan Date 2020-11-17 Time 11:08 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-06-18 Cont ID  
Sent By lmarchan Date 2021-06-18 Time 16:52 Rev Time 0.00
Received By lmarchan Date 2021-06-04 Time 14:08 Sent To  
Notes
2021-06-18 16:52:13RECEIPT MU-2021-02772 - $210,344.62 PAID
2021-06-04 14:08:376/4/21 EMAILED IMPACT OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-11-30 Cont ID  
Sent By jwitmer Date 2020-11-30 Time 11:10 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2020-11-30 11:09:55IMPACT 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 2 Status P Date 2021-03-15 Cont ID  
Sent By medwards Date 2021-03-15 Time 16:30 Rev Time 0.00
Received By medwards Date 2021-03-15 Time 15:25 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-12-08 Cont ID  
Sent By medwards Date 2020-12-08 Time 14:55 Rev Time 0.00
Received By medwards Date 2020-12-08 Time 11:54 Sent To  
Notes
2020-12-08 14:55:461ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20110271
  
 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
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING 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) PLEASE PROVIDE COMCHECK MECHANICAL COMPLIANCE
 CERTIFICATE AND ENVELOPE COMPLIANCE CERTIFICATE SHOWING
 THE CORRECT LOCATION (WEST PALM BEACH) AND CORRECT
 CLIMATE ZONE (1A). FBC EC TABLE C301.1
  
  
 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 OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2021-03-19 Cont ID  
Sent By ccole Date 2021-03-19 Time 09:23 Rev Time 0.00
Received By ccole Date 2021-03-18 Time 13:40 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-12-16 Cont ID  
Sent By ccole Date 2020-12-16 Time 12:56 Rev Time 0.00
Received By ccole Date 2020-12-15 Time 13:29 Sent To  
Notes
2020-12-16 12:56:341ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20110271
 12/15/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 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
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING 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) SHEETS C13, L05-L08: PLEASE NOTE SEPARATE PERMITS
 AND PLANS ARE REQUIRED FOR THE POTABLE WATER SERVICE
 BACKFLOW PREVENTER, GREASE INTERCEPTOR, AND THE
 IRRIGATION SYSTEM. COMPLETE SETS OF PLANS AND
 SPECIFICATIONS ARE REQUIRED FOR REVIEW AND PERMIT
 ISSUANCE- SECTION 107.2.1 WPB.
  
 2) SHEET CS: PLEASE INCLUDE THE REQUIRED SERVICE SINK
 IN THE PLUMBING FIXTURE DATA- TABLE 403.3 FBC P.
  
 3) EQ-1, P1 & P4: THE MOP SINK AND FLOOR DRAIN BY THE
 WATER HEATER, THE FLOOR SINKS AND HUB DRAINS RECEIVING
 CONDENSATE DRAINAGE FROM REFRIGERATORS AND ICE MAKERS
 IN THE COFFEE AND TRASH AREAS, AND THE F5 HAND SINKS
 SHALL NOT CONNECT INTO THE GREASE WASTE LINE IN
 COMPLIANCE WITH SECTION 1003.3.1 FBC P. PLEASE NOTE
 THAT GREASE INTERCEPTORS AND AUTOMATIC GREASE REMOVAL
 DEVICES SHALL RECEIVE WASTE ONLY FROM FIXTURES AND
 EQUIPMENT THAT ALLOW FATS, OILS, OR GREASE TO BE
 DISCHARGED. BASED ON THE PLAN THE RESTRICTED FIXTURES
 DO NOT APPEAR TO BE SIGNIFICANT GREASE CONTRIBUTORS.
 PLEASE REVIEW THE INTERNATIONAL PLUMBING CODE- 2015
 COMMENTARY ON GREASE INTERCEPTORS FOR FURTHER
 CLARIFICATION.
  
 4) P2 & P4: PROVIDE A FULL OPEN TYPE SHUTOFF VALVE FOR
 THE 2 IN. CW WATER SERVICE/DISTRIBUTION LINE AT THE
 ENTRANCE OF THE BUILDING- SECTION 606.1(2) FBC P.
  
 5) P2 & P4: IN ACCORDANCE WITH SECTION 608.3 INDICATE
 HOW THE CSR AND FREESTYLE FILTERING SYSTEMS WILL BE
 PROTECTED AGAINST CONTAMINATION. WILL BACKFLOW
 PREVENTERS BE INSTALLED ON THE WATER SUPPLY AND FILTER
 LINES?
  
 6) P2 & P4: PROVIDE SYMBOLS TO SHOW THE LOCATIONS OF
 BACKFLOW PREVENTERS FOR SUPPLY LINES TO THE VARIOUS
 BEVERAGE DISPENSERS, ICE MAKERS, COFFEE AND CAPPUCCINO
 MACHINES, AND OTHER FIXTURES OR EQUIPMENT PERFORMING A
 SPECIAL INCLUDING THE SANITIZING EQUIPMENT AT THE MOP
 SINK- SECTION 608.3 FBC P. PLEASE NOTE THAT DETAIL
 2/P2.0 DOES NOT SHOW BACKFLOW PREVENTERS FOR THE CSRX
 LINES TO THE ICE MACHINES.
  
 7) P2, P4 & P5: PLEASE DEFINE OR EXPLAIN THE
 ABBREVIATIONS CSR AND CSRX TO CLARIFY THE FUNCTIONS OF
 THE PLUMBING LINES- SECTION 107.2.1 WPB.
  
 8) P2 & P4: PROVIDE WATER HAMMER ARRESTOR SYMBOLS FOR
 SUPPLY LINES TO THE DRINKING FOUNTAINS, ICE MAKERS,
 BEVERAGE DISPENSERS, COFFEE MACHINES, AND OTHER
 FIXTURES OR EQUIPMENT WITH QUICK CLOSING VALVES-
 SECTION 604.9 FBC P.
  
 9) P4: PROVIDE SYMBOLS TO SHOW THE REQUIRED TRAP
 PRIMERS AT FLOOR DRAINS- SECTION 1002.4.1 FBC P. PLEASE
 ADD THE DEVICES TO THE FIXTURE SPECIFICATIONS SCHEDULE
 ON P5 AND PROVIDE A DETAIL- SECTION 107.2.1 WPB.
  
 10) P2 & P4: PROVIDE A SHUT OFF VALVE FOR THE WATER
 FEED UP TO THE WCH ON THE ROOF- SECTION 606.1(4) FBC P.
  
 11) P5: PROVIDE THE EFFICIENCY RATING OF THE WATER
 HEATER AND ADD THE DATA TO THE ENERGY COMPLIANCE REPORT
 SUBMITTAL- TABLE C404.2 FBC EC.
  
 12) P1 & P5: PLEASE INCLUDE THE WATER SOFTENER AND
 BRINE TANK IN THE PLUMBING FIXTURE SPEC SCHEDULE-
 SECTION 107.2.1 WPB.
  
 13) P3 ROOF DRAIN PLAN- FBC P.
  
 A) PROVIDE ROOF DRAIN, ROOF SCUPPER, AND OVERFLOW
 SCUPPER INSTALLATION DETAILS- SECTIONS 1105.1, 1106.5,
 & 1108.1.
  
 B) PROVIDE A DETAIL SHOWING HOW THE MAIN BUILDING
 DOWNSPOUTS WILL CONNECT TO THE STORM DRAINS- 1101.6.
  
 C) SHOW THE SLOPED ROOF B AND E HORIZONTAL GUTTER RUNS
 AND SIZES- 1106.6.
  
 D) SHOW HOW THE ROOF B DOWNSPOUTS WILL TERMINATE AT THE
 ROOF SURFACES AT A1 AND A2, AND IF SOME FORM OF
 PROTECTION WILL BE PROVIDED TO MITIGATE EROSION OR
 DEGRADATION FROM THE CONCENTRATED FLOW OF WATER FROM
 DOWNSPOUTS- 1101.2, 1101.6, & 1101.7.
  
 E) PROVIDE A SIZING SCHEDULE FOR THE SECONDARY ROOF
 DRAINS- 1108.3.
  
 F) SHOW HOW THE DRAINAGE FROM ROOF E DOWNSPOUT WILL
 EITHER CONNECT TO THE STORM DRAIN SYSTEM OR TO AN
 APPROVED PLACE OF DISPOSAL- 1101.2.
  
 14) C02 SYSTEM- SECTION 107.2.1 WPB AND SECTION 1203.1
 FBC P.
  
 A) PROVIDE A C02 BOX INSTALLATION DETAIL. CLARIFY IF
 THE BOX CONTAINS THE C02 TANKS OR IF THE BOX IS A
 TRANSFER STATION FOR THE TANKS. SHOW HOW THE BOX AND
 TANKS WILL BE SECURED AND SUPPORTED.
  
 B) PLEASE SHOW THE C02 LINE RUNS THROUGH THE BUILDING
 AND HOW THE LINES WILL BE CHASED AND PROTECTED AGAINST
 DAMAGE OR LEAKAGE.
  
 C) PROVIDE A PRODUCT SUBMITTAL PACKAGE FOR THE SYSTEM.
  
 15) AC1-0 & EQ2-0: PLEASE SHOW COMPLIANCE WITH SECTIONS
 904.5.1 AND 308 (REACH RANGES) FBC ACC FOR ALL
 SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR
 TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES,
  
 16) PLEASE PROVIDE A PRODUCT SUBMITTAL PACKAGE THAT
 INCLUDES BUT NOT IS NOT LIMITED TO THE WATER HEATER AND
 EXPANSION TANK, THE CSR AND FREESTYLE FILTERING SYSTEMS
 AND PIPING, THE WATER SOFTENER AND BRINE TANK, AND THE
 3-COMPARTMENT SINK. PLEASE NOTE THAT MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION MANUALS FOR ALL
 PLUMBING FIXTURES, EQUIPMENT, AND DEVICES MAY BE
 DEFERRED SUBMITTALS OR BE ONSITE AT TIME OF INSPECTION-
 SECTIONS 107.2.1 AND 107.3.4.1 WPB.
  
 17) ADVISORIES FOR SEPARATE PERMIT SUBMITTALS.
  
 A) BACKFLOW PREVENTER: PLEASE NOTE THAT A FL. LICENSED
 PLUMBING CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR
 INSTALLATION OF THE BACKFLOW PREVENTER IN ACCORDANCE
 WITH SECTION 105.1 WPB AND SEC. 90-33 WPB CODE OF
 ORDINANCES. THE DEVICE SHALL BE TESTED AND CERTIFIED BY
 THE WPB UTILITIES DEPARTMENT PRIOR TO FINAL INSPECTION
 BY THE BUILDING DEPARTMENT. PLEASE CONTACT THE WPB
 UTILITIES CENTRAL OPERATIONS DEPT.AT 561-822-2210 FOR
 FURTHER INFORMATION.
  
 B) GREASE INTERCEPTOR: SUBMITTED PLANS SHALL INCLUDE
 GREASE WATER CALCULATIONS IN ACCORDANCE WITH SECTION
 1003.3.4 FOR HYDROMECHANICAL INTERCEPTORS OR 1003.3.6
 FOR GRAVITY TYPE INTERCEPTORS. MANUFACTURER'S
 SPECIFICATIONS AND INSTALLATION MANUALS SHALL ALSO BE
 SUBMITTED FOR REVIEW.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 2 Status N Date 2021-03-18 Cont ID  
Sent By ccole Date 2021-03-18 Time 16:32 Rev Time 0.00
Received By ccole Date 2021-03-18 Time 13:43 Sent To  
Notes
2021-03-18 16:34:43THE IRRIGATION SYSTEM WILL BE INSTALLED UNDER A
 SEPARATE PERMIT. COMPLETE PLANS AND SPECIFICATIONS
 SHALL BE SUBMITTED.
 CCOLE
 3/18/2021
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2021-03-18 Cont ID  
Sent By ccole Date 2020-12-16 Time 08:37 Rev Time 0.00
Received By ccole Date 2020-12-16 Time 08:37 Sent To  
Notes
2021-02-12 08:39:24A SEPARATE PERMIT APPLICATION FOR IRRIGATION IS
 REQUIRED.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2021-06-02 Cont ID  
Sent By jwitmer Date 2021-06-02 Time 11:39 Rev Time 0.00
Received By jwitmer Date 2021-06-02 Time 09:31 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2021-03-09 Cont ID  
Sent By jwitmer Date 2021-03-09 Time 11:33 Rev Time 0.00
Received By jwitmer Date 2021-03-09 Time 08:03 Sent To  
Notes
2021-03-09 11:33:23ROOFING:
  
 1) THE SUBMITTED VERSICO REPORT FL 14207-20 HAS NOT
 BEEN ISSUED, IT IS PENDING. THE HIGHLIGHTED SUB-SYSTEM
 SC-210 HAS AN -75 PSF RATING. NO ZONE 3 FOR ROOFING
 PRESSURES, PARAPET OVER 3 FEET TALL.
  
 2) THE REPORT MRD/ DUTCH SEAM HVHZ FPA REPORT MRD-2017
 HVHZ IS NOT SIGNED NOR SEALED. ON THE LETTERHEAD OF
 CHRISTOPHER S. BLECHSCHIDT P. E.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES),
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 DOCUMENT IN THE FILE FOLDER, SCANNED, FACSIMILE,
 DIGITALLY CREATED OR COPIED IMAGE OF THE LICENSEE?S
 SIGNATURE SHALL NOT BE USED ON DIGITALLY SIGNED AND
 SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS.
  
 JAMES A. WITMER BN, PX, SFP, 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 2020-11-30 Cont ID  
Sent By jwitmer Date 2020-11-30 Time 11:13 Rev Time 0.00
Received By jwitmer Date 2020-11-30 Time 07:45 Sent To  
Notes
2020-11-30 11:13:19THE COVERSHEET LIST ALL PRODUCT APPROVALS FOR
 COMPONENTS AND CLADDING FOR THIS BUILDING. PLEASE NOTE
 THAT NONE OF THE SUBMITTED PRODUCT APPROVALS SHOW
 COMPLIANCE WITH W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) 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.
  
 PLEASE BE AWARE OF THE CURRENT FLORIDA PRODUCT APPROVAL
 FL14207-R20 FOR SYSTEM SC-210 HAS A DIFFERENT GRADE
 STEEL DECK AND LOWER PRESSURES -30.0 PSF. THE CURRENT
 PRODUCT APPROVAL ON THE STATE WEBSITE IS TO BE USED.
 DIFFERENCE IN PRODUCT APPROVALS. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
 JAMES A. WITMER BN, PX, SFP, 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 SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-06-14 Cont ID  
Sent By ccole Date 2021-06-14 Time 15:41 Rev Time 0.00
Received By ccole Date 2021-06-14 Time 15:41 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2021-03-19 Cont ID  
Sent By ccole Date 2021-03-19 Time 07:31 Rev Time 0.00
Received By ccole Date 2021-03-18 Time 13:43 Sent To  
Notes
2021-03-19 07:40:162ND SIGNATURE REVIEW
 PERMIT- 20110271
 3/19/2021
  
 CODES IN EFFECT:
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE GEOTECHNICAL ENGINEERING REPORT SUBMITTED BY ECS
 FLORIDA REQUIRES THE DIGITAL SIGNATURE AND SEAL OF THE
 ENGINEER WHO PREPARED THE REPORT- FL. STATUTE 471.025
 AND SECTION 61G15-23.005 FAC.
  
 FLORIDA BOARD OF PROFESSIONAL ENGINEERS GUIDELINES FOR
 ELECTRONIC OR DIGITALLY SIGNED AND SEALED PLANS AND
 DOCUMENTS.
  
 A DIGITAL SIGNATURE MUST BE UNIQUE TO THE PROFESSIONAL
 ENGINEER USING IT, OBTAINED FROM A THIRD-PARTY
 CERTIFICATION AUTHORITY, AND CAPABLE OF VERIFICATION.
 THE CERTIFICATION AUTHORITY WILL VET THE PE AND PROVIDE
 A PASSWORD-PROTECTED DIGITAL SIGNATURE FILE. (FBPE DOES
 NOT APPROVE OR PROVIDE A LIST OF AUTHORITIES.)
 YOU MAY NOT USE THE DIGITAL OPTION PROVIDED IN ADOBE
 ACROBAT, SINCE IT IS SELF-AUTHENTICATED AND DOES NOT
 USE A THIRD PARTY.
 YOUR DIGITAL SIGNATURE MUST BE LINKED TO THE DOCUMENT
 IN SUCH A WAY THAT ANY CHANGE INVALIDATES THE SIGNATURE
 AND DOCUMENT.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-12-16 Cont ID  
Sent By ccole Date 2020-12-16 Time 16:10 Rev Time 0.00
Received By ccole Date 2020-12-16 Time 13:50 Sent To  
Notes
2020-12-16 16:10:33SIGNATURE REVIEW
 PERMIT- 20110271
 12/16/2020
  
 CODES IN EFFECT:
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) CIVIL PLANS C-1 THOUGH C-20: THE DESIGNER OF RECORD
 BRANDON ULMER PE MAY NOT SELF-CERTIFY DIGITAL
 SIGNATURES AND SEALS. DIGITAL SIGNATURES AND SEALS
 SHALL BE VERIFIED BY A CERTIFICATION AUTHORITY PER
 SECTION 61G15-23.004(2) FAC.
  
 FLORIDA BOARD OF PROFESSIONAL ENGINEERS GUIDELINES FOR
 ELECTRONIC OR DIGITALLY SIGNED AND SEALED PLANS AND
 DOCUMENTS.
 A DIGITAL SIGNATURE MUST BE UNIQUE TO THE PROFESSIONAL
 ENGINEER USING IT, OBTAINED FROM A THIRD-PARTY
 CERTIFICATION AUTHORITY, AND CAPABLE OF VERIFICATION.
 THE CERTIFICATION AUTHORITY WILL VET THE PE AND PROVIDE
 A PASSWORD-PROTECTED DIGITAL SIGNATURE FILE. (FBPE DOES
 NOT APPROVE OR PROVIDE A LIST OF AUTHORITIES.)
 YOU MAY NOT USE THE DIGITAL OPTION PROVIDED IN ADOBE
 ACROBAT, SINCE IT IS SELF-AUTHENTICATED AND DOES NOT
 USE A THIRD PARTY.
 YOUR DIGITAL SIGNATURE MUST BE LINKED TO THE DOCUMENT
 IN SUCH A WAY THAT ANY CHANGE INVALIDATES THE SIGNATURE
 AND DOCUMENT.
  
 2) THE DIGITAL SIGNATURES AND SEALS PROVIDED BY
 ARCHITECT DANIEL JOSEPH SLITER ON THE ARCHITECTURAL
 PLAN SHEETS AND SHEETS CS, LS, EQ1, EQ2, AND G1 ARE
 INDICATED TO HAVE INVALID SIGNATURES BECAUSE THERE WERE
 ERRORS BUILDING THE PATH FROM THE SIGNER'S CERTIFICATE
 TO AN ISSUER CERTIFICATE.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 2020-12-18 Cont ID  
Sent By llouie Date 2020-12-18 Time   Rev Time  
Received By llouie Date 2020-12-18 Time   Sent To  
Notes
2020-12-18 10:10:42* FOR C-STORE ONLY.
  
 * SEPARATE PERMITS REQUIRED FOR: EXTERIOR LIGHTIING,
 PAVING AND STRIPING, LANDSCAPING, ETC.
  
 (REFERENCE: PB CASE NO. 1837B AND ISPR 19-02)


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