Plan Review Details - Permit 22040093
Plan Review Stops For Permit 22040093
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 2022-05-18 Cont ID  
Sent By scwelter Date 2022-05-18 Time 13:25 Rev Time 0.00
Received By scwelter Date 2022-05-18 Time 13:25 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 3 Status P Date 2022-08-16 Cont ID  
Sent By jwitmer Date 2022-08-16 Time 10:39 Rev Time 0.00
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status F Date 2022-07-20 Cont ID  
Sent By jwitmer Date 2022-07-20 Time 07:41 Rev Time 0.00
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Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2022-05-31 Cont ID  
Sent By jwitmer Date 2022-05-31 Time 12:54 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-05-31 12:54:02COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 PALM BEACH COUNTY HEALTH DEPARTMENT NEEDS VERIFICATION
 THE CONTRACTORS ARE AWARE OF THIS FL. STATE STATUTE.
 PLEASE PROVIDE A SIGNED ACKNOWLEDGEMENT FROM THE
 CONTRACTOR, ON LETTERHEAD, STATING THAT THE
 INSTRUCTIONS ON THE WEBSITE OF ASBESTOS PROGRAM
 COORDINATOR, FLORIDA DEPARTMENT OF HEALTH PALM BEACH
 COUNTY WILL BE FOLLOWED, AND THAT NOTIFICATION WILL BE
 GIVEN TIMELY. ADDITIONAL INFORMATION REGARDING ASBESTOS
 REQUIREMENTS CAN BE FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
  
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN
 PDF FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE
 INCLUDE THE PERMIT NUMBER AND "ASBESTOS" IN THE SUBJECT
 LINE.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 5 Status P Date 2022-09-19 Cont ID  
Sent By jwitmer Date 2022-09-19 Time 13:47 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2022-09-07 Cont ID  
Sent By jwitmer Date 2022-09-07 Time 12:15 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-09-07 12:13:51WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22040093
 ADD: 3501 GEORGIA AVE.
 CONT: SCP CONSTRUCTION GROUP
 TEL: 561-599-4107
 E-MAIL: SCPCONSTRUCTIONGROUP.COM
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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.
  
 3RD REVIEW
 DATE: TUES. AUG. 16TH /2022
 ACTION: DENIED
  
 1-8) COMPLIED.
  
 9A) NOA 18-0919.07 PAGE 11OF 27 WOOD INSULATED DECK
 SYSTEMS TYPE A. PREVIOUS REVIEW (3RD) NO SUB-SYSTEM WAS
 HIGHLIGHTED. THIS REVIEW 4TH THIS REVIEW OPTION # 1 IS
 HIGHLIGHTED.
  
 9B) THIS REVIEW OPTION # 1 HIGHLIGHTED, MAXIMUM DESIGN
 PRESSURE: -45 PSF WITH LIMITATION # 7, ALLOWING FOR
 ENHANCED FASTENING. THE ENGINEER OF RECORD CAME BACK
 WITH SIGNED & SEALED DOCUMENT FOR THE ENHANCED
 FASTENING, THE SAME SPACING AND ROWS OF FASTENERS AS
 REQUIRED FOR ROOF ZONE ONE. NO ENHANCED FASTENING. THE
 ENGINEER OF RECORD MUST FOLLOW RAS 117 SECTION 10 FOR
 ENHANCED FASTENING FOR ZONES 2 & 3 SHOW WORK SEE
 EXAMPLE 10.3.
 LAST REVIEW COMMENT. NOA 18-0919.07PAGE 11 OF 27 WOOD
 INSULATED DECK SYSTEMS TYPE A ENGINEERS RESPONSE STATES
 SEE OPTION # 1, NOT HIGHLIGHTED PLEASE HIGHLIGHT. 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 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.
  
 9C) COMPLIED. ROOF WIND ZONES.
  
 10-12) COMPLIED
  
 13) 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.
  
 14) A TRANSMITTAL LETTER / NARRATIVE 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.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 3 Status F Date 2022-08-16 Cont ID  
Sent By jwitmer Date 2022-08-16 Time 10:34 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-08-16 10:33:53WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22040093
 ADD: 3501 GEORGIA AVE.
 CONT: SCP CONSTRUCTION GROUP
 TEL: 561-599-4107
 E-MAIL: SCPCONSTRUCTIONGROUP.COM
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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.
  
 3RD REVIEW
 DATE: TUES. AUG. 16 TH/2022
 ACTION: DENIED
  
 1-5) COMPLIED.
  
 6A-6C) COMPLIED.
  
 6D)3RD REQUEST. SHEET S-001, DETAIL 6 FRAME DETAIL
 SHOWS NEW WINDOW OPENING NEEDS TO SHOW COMPLIANCE WITH
 SECTIONS 2308.4.4, FRAMING AROUND WINDOWS, 2308.5.5 AND
 2308.5.5.1. HEADERS, FULL LENGTH STUDS JACK STUDS AND
 ANCHORAGE WALL SYSTEM IS PART OF THE MAIN WIND FORCE
 RESISTING SYSTEM (MWFRS). HEADERS AND SILLS IN LOAD
 BEARING WALLS ARE NOT FLAT/ HORIZONTAL BUT VERTICAL IN
 THE OPENING.
  
 7) COMPLIED.
  
 8) SEMI -COMPLIED. SHEET 002 SHOWS A CLEAR SPAN OF 13
 FEET 11 INCHES WITH A 2X6 ROOF FRAMING SYSTEM @ 16
 INCHES ON CENTER. IN THE 2020 FBC-BUILDING CODE TABLE
 2308.7.2(5) 2X6 SOUTHERN PINE # 2 GRADE @ 16 INCHES OC,
 10LB DEAD LOAD ALLOWABLE MAX SPAN IS 11FT 2 INCHES.
 DEAD LOAD @ 20 MAX SPAN IS 10FEET.
 PLEASE REVIEW SPAN TABLE 2308.7.2(5) 2X8 SOUTHERN PINE
 # 2 GRADE @ 16 INCHES OC, 10LB DEAD LOAD ALLOWABLE MAX
 SPAN IS 14FEET 2 INCHES.
 2ND REVIEW COMMENTS. PLEASE PROVIDE FROM WHAT RAFTER
 SPAN TABLES YOU CAME UP WITH A 2X4 SPANNING 13 FEET 11
 INCHES PLEASE ALSO GIVE THE ROOF LIVE LOADS CEILING
 ATTACHED AND SPECIES AND GRADE OF WOOD. 2308.2.5 &
 TABLE 2308.7 RAFTER SPANS. THE SAME RAFTER TABLE IS
 240, DEFLECTION SAME TABLE IS 240 FOR DRYWALL CEILINGS
 1/360 IS PLASTER OR STUCCO CEILINGS LESS DEFLECTION TO
 STOP CEILING CRACKS.
  
 9A) 3RD REQUEST. SEMI-COMPLIED. SUBMITTED NOA
 18-0919.07PAGE 11 OF 27 WOOD INSULATED DECK SYSTEMS
 TYPE A. CALLED THE ENGINEER NO SUBSYSTEM HIGHLIGHTED.
 ENGINEERS RESPONSE STATES SEE OPTION # 1 NOT
 HIGHLIGHTED.
  
 9B) NEW COMMENT. NOA 18-0919.07PAGE 11 OF 27 WOOD
 INSULATED DECK SYSTEMS TYPE A ENGINEERS RESPONSE STATES
 SEE OPTION # 1, NOT HIGHLIGHTED PLEASE HIGHLIGHT. 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 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.
  
 9C) NEW COMMENT. THE TITLE-SHEET HAS THE WIND LOAD
 SCHEDULE FOR ROOF & WALL EFFECTIVE WIND AREA. PLEASE
 NOTE THE EFFECTIVE WIND AREA FOR ROOFS IN ALL ZONES IS
 TAKEN AT 10 SQ. FT. (FASTENERS). VASD ROOF LOADS (132)
 EXPOSURE C 15MRH ZONE # 1 +15.4/ -37.9, ZONE 2 +15.4/
 -63.6 & ZONE 3 +15.4/ -95.7.
 WINDOWS AND DOORS EXPOSURE C 15 MRH OPENING SIZE @ 20
 SQ. FT +36.2/ -39.4, 50 SQ. FT. + 33.9/ --37.1. YOU CAN
 INTERPOLATE BETWEEN OPENING SIZES.
 2ND REVIEW CYCLE. SHEET 002 SHOWS COMPOSITE SHINGLES TO
 BE INSTALLED ON A ROOF WITH ? INCH SLOPE PER FOOT.
 PLEASE REVIEW SECTION 1507.2 FOR ASPHALT SHINGLES,
 MINIMUM SLOPE OF 2:12 WITH DOUBLE UNDERLAYMENT. NEED TO
 SUPPLY A DIFFERENT ROOFING MATERIAL.
  
 10-12) COMPLIED
  
 13) 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.
  
 14) A TRANSMITTAL LETTER / NARRATIVE 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.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2022-07-20 Cont ID  
Sent By jwitmer Date 2022-07-20 Time 07:22 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-07-20 07:22:00WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22040093
 ADD: 3501 GEORGIA AVE.
 CONT: SCP CONSTRUCTION GROUP
 TEL: 561-599-4107
 E-MAIL: SCPCONSTRUCTIONGROUP.COM
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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.
  
 2ND REVIEW
 DATE: TUES. JULY 19TH/2022
 ACTION: DENIED
  
 1-5) COMPLIED.
  
 6A)
  
 6B
  
 6C)
  
 6D)2ND REQUEST. SHEET S-001, DETAIL 6 FRAME DETAIL
 SHOWS NEW WINDOW OPENING NEEDS TO SHOW COMPLIANCE WITH
 SECTIONS 2308.4.4, FRAMING AROUND WINDOWS, 2308.5.5 AND
 2308.5.5.1. HEADERS FULL LENGTH STUDS JACK STUDS AND
 ANCHORAGE WALL SYSTEM IS PART OF THE MAIN WIND FORCE
 RESISTING SYSTEM (MWFRS).
  
 7) COMPLIED.
  
 8) 2ND REQUEST. SEMI-COMPLIED. THE DESIGNER OF RECORD
 HAS STATED THE USE OF 2X6 @ 16 INCHES O. C.
 HOWEVER WHAT INFORMATION IS MISSING IS THE:
 SPECIES OF WOOD 2020 FBC-BUILDING CODE TABLE 2308.7(2)
 OR TABLE 2308.7.2(5)
 PROVIDE FROM WHICH TABLE THE INFORMATION IS TAKEN
 GRADE OF WOOD SAME TABLES
 ROOF LIVE LOAD SAME TABLES
 CENTER/ CENTER SAME TABLE
 ALLOWABLE SPAN SAME TABLE
 DEFLECTION LIMITS TABLE 1604.3
 1ST ROUND OF COMMENTS. SHEET 002 SHOWS A CLEAR SPAN OF
 13 FEET 11 INCHES WITH A 2X4 ROOF FRAMING SYSTEM @ 16
 INCHES ON CENTER. PLEASE PROVIDE FROM WHAT RAFTER SPAN
 TABLES YOU CAME UP WITH A 2X4 SPANNING 13 FEET 11
 INCHES PLEASE ALSO GIVE THE ROOF LIVE LOADS CEILING
 ATTACHED AND SPECIES AND GRADE OF WOOD. 2308.2.5 &
 TABLE 2308.7 RAFTER SPANS.
  
 9) SHEET 002 SHOWS COMPOSITE SHINGLES TO BE INSTALLED
 ON A ROOF WITH ? INCH SLOPE PER FOOT. PLEASE REVIEW
 SECTION 1507.2 FOR ASPHALT SHINGLES, MINIMUM SLOPE OF
 2:12 WITH DOUBLE UNDERLAYMENT. NEED TO SUPPLY A
 DIFFERENT ROOFING MATERIAL.
  
 10-11) COMPLIED
  
 12) 2ND REQUEST. SEMI-COMPLIED. PLEASE NOTE THE R-30
 CEILING INSULATION IF FIBERGLASS BATTS TAKES 8.25
 INCHES, WILL BE HARD TO GET THE DRYWALL FASTENED TO THE
 RAFTERS.
 EXTERIOR WALLS REQUIRE R-13 INSULATION NOT SHOWN ON
 PLANS. 2020 FBC-ENERGY CODE TABLE R 402.2.6.
 1ST ROUND OF COMMENTS. SHEET 002 DETAIL 5 THE EXTERIOR
 WALL DOES NOT SHOW COMPLIANCE WITH THE 2020
 FBC-C402.1.ENERGY CODE.
  
 13) 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.
  
 14) A TRANSMITTAL LETTER / NARRATIVE 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.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2022-05-31 Cont ID  
Sent By jwitmer Date 2022-05-31 Time 12:55 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2022-05-31 12:55:48WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 22040093
 ADD: 3501 GEORGIA AVE.
 CONT: SCP CONSTRUCTION GROUP
 TEL: 561-599-4107
 E-MAIL: SCPCONSTRUCTIONGROUP.COM
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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: TUES. MAY31/2022
 ACTION: DENIED
  
 1A) PLEASE PROVIDE A SURVEY WHERE THE ADDITION IS TO
 OCCUR IN RELATION TO THE LOT LINES.
 2020 W. P. B. ADMINISTRATIVE CODE107.3.5 MINIMUM PLAN
 REVIEW CRITERIA
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATIVE CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND
 OR STRUCTURES.
 107.3.5.1 COMMERCIAL BUILDINGS
 107.3.5.1.1. BUILDING
 MISSING CODE DATA:
 SURVEY SHOW DISTANCE FROM PROPERTY LINE TO THE REAR OF
 THE BUILDING.
  
 1B) KEY NOTES 1) STATE THE PLANS ARE FOR A PROPERTY
 LOCATED AT 1308 8TH ST. WEST PALM BEACH. PLEASE CORRECT
 PLANS DISCREPANCY, 107.2.1.2.
  
 2) SHEET 002 SHOWS THE ADDITION TO THE DAYCARE CENTER
 BUT THERE IS NO FLOOR PLAN SHOWING THE PROPOSED FLOOR
 PLAN FOR THE WHOLE DAYCARE CENTER. DAYCARE CENTERS ARE
 FOUND IN CHAPTER 4 SPECIAL OCCUPANCIES AND SECTION 466,
 466.1 THROUGH 46610.5.5.1. THE PLANS WILL NEED TO SHOW
 COMPLIANCE WITH THESE CODE SECTIONS.
 PLEASE PROVIDE THE AGE OF THE CHILDREN, HOW MANY ARE
 UNDER THE AGE OF 2 AND HOW MANY ARE 2 YEARS AND ABOVE.
 TOTAL SQUARE FOOTAGE OF THIS FACILITY AND COMPLIANCE
 WITH TABLE 1004.5.
 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 107.2.1.
 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.
 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.
  
  
  
 3) SHEET 002 THE ELEVATION OF THE EXISTING AND PROPOSED
 WALL SHOW AN EXISTING CONCRETE SLAB BUT THE ELEVATION
 DOES NOT INDICATE COMPLIANCE FOR TERMITE PROTECTION
 1816.1- 1816.1.4 NOR COMPLIANCE WITH 1809.4. OF THE
 2020 FBC-BUILDING CODE.
  
 4) SHEET 002 THE ELEVATION OF THE EXISTING AND PROPOSED
 WALL AND SHOWS THE USE OF ? INCH OSB PANELS BEING
 INSTALLED TO THE CONCRETE SLAB. PLEASE REVIEW
 2304.12.1.2 WHERE WOOD SHEATHING IS LESS THAN 8 INCHES
 FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR
 PRESSURE TREATED WOOD.
  
 5)SHEET 001. WITH WOOD FRAME STRUCTURES BEING LIGHTER
 THAN CBS CONSTRUCTION THEIR FOUNDATIONS ARE USUALLY
 EITHER WIDER AND OR DEEPER THAN THE MINIMUM FOUND IN
 SECTION 1809.4.
  
 6A) SHEET 002.THE ELEVATION VIEW SHOWS THE USE OF VAPOR
 BARRIER BUT NOTHING IN REGARD TO THE NUMBER OF PLIES OF
 PAPER REQUIRED. PLEASE REVIEW 25.10.6, 2512.1.1 & ASTM
 C1063.
  
 6B) THE REFERENCED CODE SECTION 2512.1.1 & 2512.1.2
 SPEAK ABOUT WEEP SCREEDS AND THE REQUIRED DISTANCE OF 4
 INCHES ABOVE EARTH.
  
 6C) PLEASE IDENTIFY ON THE ELEVATION VIEW THE TYPE OF
 LATH TO BE INSTALLED FOR STUCCO (CEMENT PLASTER).
 107.2.1.2. ADDITIONAL INFORMATION.
  
 6D) DETAIL 6 FRAME DETAIL SHOWS NEW WINDOW OPENING
 NEEDS TO SHOW COMPLIANCE WITH 2308.5.5 AND 2308.5.5.1.
 HEADERS FULL LENGTH STUDS JACK STUDS AND ANCHORAGE WALL
 SYSTEM IS PART OF THE MAIN WIND FORCE RESISTING SYSTEM
 (MWFRS).
  
 7) SHEET 002. THE SURVEY WILL SHOW THE DISTANCE FROM
 THE REAR PROPERTY LINE AND WITH THE NEW ADDITION PLEASE
 PROVIDE THE SQUARE FOOTAGE OF THE REAR WALL AND THE
 TOTAL SQUARE FOOTAGE OF OPENINGS IN THE REAR WALL AND
 COMPLIANCE WITH TABLE 705.8 OF THE 2020 FBC-BUILDING
 CODE.
  
 8) SHEET 002 SHOWS A CLEAR SPAN OF 13 FEET 11 INCHES
 WITH A 2X4 ROOF FRAMING SYSTEM @ 16 INCHES ON CENTER.
 PLEASE PROVIDE FROM WHAT RAFTER SPAN TABLES YOU CAME UP
 WITH A 2X4 SPANNING 13 FEET 11 INCHES PLEASE ALSO GIVE
 THE ROOF LIVE LOADS CEILING ATTACHED AND SPECIES AND
 GRADE OF WOOD. 2308.2.5 & TABLE 2308.7 RAFTER SPANS.
  
 9) SHEET 002 SHOWS COMPOSITE SHINGLES TO BE INSTALLED
 ON A ROOF WITH ? INCH SLOPE PER FOOT. PLEASE REVIEW
 SECTION 1507.2 FOR ASPHALT SHINGLES, MINIMUM SLOPE OF
 2:12 WITH DOUBLE UNDERLAYMENT. NEED TO SUPPLY A
 DIFFERENT ROOFING MATERIAL.
  
 10) SHEET 002 SHOWS NO OVERHANG ON THE ENDS OF THE ROOF
 OR LONG SIDE OF THE ROOF BUT THERE IS A DETAIL 5
 SHOWING A OVERHANG. SHEET 001 DETAIL 4 SHOWS OVERHANGS.
  
 11) SHEET 002 DETAIL 5 SHOWS THE OUTSIDE BEARING WALL
 WITH A SINGLE TOP PLATE. PLEASE REVIEW 2308.5.3.2 TOP
 PLATES.
  
 12) SHEET 002 DETAIL 5 THE EXTERIOR WALL DOES NOT SHOW
 COMPLIANCE WITH THE 2020 FBC-C402.1.ENERGY CODE.
  
 13) 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.
  
 14) A TRANSMITTAL LETTER / NARRATIVE 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.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2 Status P Date 2022-07-25 Cont ID  
Sent By mpeterso Date 2022-07-25 Time 14:00 Rev Time 0.00
Received By mpeterso Date 2022-07-25 Time 14:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2022-06-01 Cont ID  
Sent By mpeterso Date 2022-06-01 Time 10:34 Rev Time 0.00
Received By mpeterso Date 2022-06-01 Time 09:39 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2022-04-25 Cont ID  
Sent By rrossano Date 2022-04-25 Time   Rev Time  
Received By rrossano Date 2022-04-25 Time   Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2022-09-06 Cont ID  
Sent By pleduc Date 2022-09-06 Time   Rev Time 0.00
Received By pleduc Date 2022-09-06 Time 15:15 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2022-08-18 Cont ID  
Sent By pleduc Date 2022-08-18 Time   Rev Time 0.00
Received By pleduc Date 2022-08-18 Time 11:35 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2022-07-12 Cont ID  
Sent By   Date 2022-07-12 Time   Rev Time 0.00
Received By bdolan Date 2022-07-12 Time 10:44 Sent To  
Notes
2022-07-12 10:45:52THIS PLAN WAS REVIEWED BY LT. BRIAN DOLAN AND PASSED
 WITH THE FOLLOWING COMMENTS:
  
 FIRE PROVISO: EMERGENCY EXIT SIGNS SHALL BE ACCOMPANIED
 BY EMERGENCY ILLUMINATION/LIGHTING. EMERGENCY LIGHTING
 MAY BE SEPERATE OR INTEGRAL TO DESIGN OF EXIT SIGNS
  
 REF: NFPA 17.2.8
  
 PER CITY CODES, ALL WORK IS SUBJECT TO FIELD
 INSPECTIONS AND APPROVAL.
  
 LT. BRIAN DOLAN
 DIVISION OF FIRE PREVENTION
 561-804-4752
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2022-04-29 Cont ID  
Sent By pleduc Date 2022-04-29 Time   Rev Time 0.00
Received By pleduc Date 2022-04-29 Time 11:43 Sent To  
Notes
2022-04-29 12:34:04THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THERE ARE INDICATIONS OF A 2 NEW EXTERIOR EXTERIOR
 DOOR THAT DO NOT HAVE AN EXIT SIGN OVER IT.
  
 PER NFPA 17 EXISTING DAYCARE OCCUPANCIES
  
 17.2.8 ILLUMINATION OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL BE
 ILLUMINATED IN ACCORDANCE WITH SECTION 7.8.
  
 17.2.10 MARKING OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL HAVE
 SIGNS IN ACCORDANCE WITH SECTION 7.10
  
 PLEASE REVIEW AND OR PROVIDE DETAILED FIRE CODE
 REFERENCES THAT INDICATES IT IS NOT REQUIRED.
  
  
  
 1A) THERE ARE NO INDICATIONS OF EMEGERNCY LIGHTING IN
 THE NEW ADDITION.
  
 17.2.9 EMERGENCY LIGHTING. EMERGENCY LIGHTING SHALL BE
 PROVIDED IN
 ACCORDANCE WITH SECTION 7.9 IN THE FOLLOWING AREAS:
 (1) INTERIOR STAIRS AND CORRIDORS
 (2) ASSEMBLY USE SPACES
 (3) FLEXIBLE AND OPEN PLAN BUILDINGS
 (4) INTERIOR OR LIMITED ACCESS PORTIONS OF BUILDINGS
 (5) SHOPS AND LABORATORIES
  
 PLEASE REVIEW AND OR PROVIDE DETAILED FIRE CODE
 REFERENCES THAT INDICATES IT IS NOT REQUIRED.
  
  
 2) THERE DOES NOT APPEAR TO BE DOOR HARDWARE & LOCKING
 PER NFPA REQUIREMENTS.
  
 17.2.2 MEANS OF EGRESS COMPONENTS.
 17.2.2.1 COMPONENTS PERMITTED. COMPONENTS OF MEANS OF
 EGRESS
 SHALL BE LIMITED TO THE TYPES DESCRIBED IN 17.2.2.2
 THROUGH 17.2.2.10.
 17.2.2.2 DOORS.
 17.2.2.2.1 GENERAL. DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
  
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE
 EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED
  
 7.2.1.5.5 KEY-OPERATED LOCKS.
 7.2.1.5.5.1* EXTERIOR DOOR ASSEMBLIES SHALL BE
 PERMITTED TO HAVE KEY OPERATED LOCKS FROM THE EGRESS
 SIDE, PROVIDED THAT ALL OF THE FOLLOWING
 CRITERIA ARE MET:
 (1) THIS ALTERNATIVE IS PERMITTED IN CHAPTERS 11
 THROUGH 43 FOR THE
 SPECIFIC OCCUPANCY.
 (2) A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS
 THAN 1 IN. (25 MM)
 HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS
 IS LOCATED
 ON OR ADJACENT TO THE DOOR LEAF: THIS DOOR TO REMAIN
 UNLOCKED WHEN THE BUILDING IS OCCUPIED.
 (3) THE LOCKING DEVICE IS OF A TYPE THAT IS READILY
 DISTINGUISHABLE AS
 LOCKED.
 (4) A KEY IS IMMEDIATELY AVAILABLE TO ANY OCCUPANT
 INSIDE THE BUILDING
 WHEN IT IS LOCKED
  
 7.2.1.5.10* A LATCH OR OTHER FASTENING DEVICE ON A DOOR
 LEAF SHALL BE
 PROVIDED WITH A RELEASING DEVICE THAT HAS AN OBVIOUS
 METHOD OF OPERATION
 AND THAT IS READILY OPERATED UNDER ALL LIGHTING
 CONDITIONS
  
 7.2.1.5.10.1 THE RELEASING MECHANISM FOR ANY LATCH
 SHALL BE LOCATED AS
 FOLLOWS:
 (1) NOT LESS THAN 34 IN. (865 MM) ABOVE THE FINISHED
 FLOOR FOR OTHER
 THAN EXISTING INSTALLATIONS
 (2) NOT MORE THAN 48 IN. (1220 MM) ABOVE THE FINISHED
 FLOOR
 7.2.1.5.10.2 THE RELEASING MECHANISM SHALL OPEN THE
 DOOR LEAF WITH NOT
 MORE THAN ONE RELEASING OPERATION, UNLESS OTHERWISE
 SPECIFIED IN
 7.2.1.5.10.3, 7.2.1.5.10.4, 7.2.1.5.10.6, OR
 7.2.1.5.10.7
  
 PLEASE REVIEW AND PROVIDE DETAILS IN COMPLIANCE.
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) 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 5 Status N Date   Cont ID  
Sent By   Date 2022-09-19 Time   Rev Time 0.00
Received By aoliver Date 2022-09-09 Time 08:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2022-09-07 Cont ID  
Sent By jwitmer Date 2022-09-07 Time 12:15 Rev Time 0.00
Received By jwitmer Date 2022-09-02 Time 08:14 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By   Date 2022-08-26 Time   Rev Time 0.00
Received By lmarchan Date 2022-08-12 Time 09:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status F Date 2022-07-29 Cont ID  
Sent By jgomez Date 2022-07-29 Time 14:28 Rev Time 0.00
Received By jgomez Date 2022-07-11 Time 06:53 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2022-06-01 Cont ID  
Sent By mpeterso Date 2022-06-01 Time 10:34 Rev Time 0.00
Received By mpeterso Date 2022-04-22 Time 06:10 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2022-10-03 Cont ID  
Sent By lmarchan Date 2022-10-03 Time 16:55 Rev Time 0.00
Received By lmarchan Date 2022-09-20 Time 07:50 Sent To  
Notes
2022-10-03 16:55:13RECEIPT MU-2022-043630 - $2661.14 PAID
2022-09-20 07:50:379/20/22 EMAILED IMPACT OFFICE TO REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2022-05-31 Cont ID  
Sent By jwitmer Date 2022-05-31 Time 12:44 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2022-05-31 12:44:18IMPACT 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 2022-08-26 Cont ID  
Sent By medwards Date 2022-08-26 Time 08:32 Rev Time 0.00
Received By medwards Date 2022-08-26 Time 08:32 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2022-07-20 Cont ID  
Sent By medwards Date 2022-07-20 Time 15:43 Rev Time 0.00
Received By medwards Date 2022-07-20 Time 15:43 Sent To  
Notes
2022-07-20 15:43:333RD REVIEW FMC
 PERMIT: 22040093
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE ENERGY CALCULATIONS WITH THE DESIGN
 INFORMATION FOR WEST PALM BEACH AND NOT WASHINGTON R.
 REAGAN AP,DC,US. FEC 101.5.1.1.2
  
 2) PROVIDE MECHANICAL EQUIPMENT SIZING CALCULATIONS FOR
 THE EXISTING HOUSE AND THE NEW ADDITION COMBINED THEN
 SHOW THAT THE EXISTING MECHANICAL SYSTEM FOR THE
 EXISTING PART OF THE PROJECT IS SIZED TO HANDLE THE
 LOAD OF THE NEW ADDITION. THE CALCULATIONS PRESENTED
 ARE FOR A TOTAL OF 247 SQ. FT. WHICH I ASSUME IS THE
 SIZE OF THE NEW ADDITION. FEC C403.2.1
  
 3) PROVIDE A DRAWING THAT SHOWS THE EXISTING STRUCTURE
 WITH THIS NEW ADDITION LOCATION IDENTIFIED. FBC 107.2.1
  
 4) PROVIDE THE OUTDOOR AIR CALCULATIONS FOR THIS
 DESIGN. FMC 403.3.1.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2022-06-01 Cont ID  
Sent By medwards Date 2022-06-01 Time 08:17 Rev Time 0.00
Received By medwards Date 2022-06-01 Time 08:17 Sent To  
Notes
2022-06-01 08:19:27NOTHING SUBMITTED FOR MECHANICAL COMMENTS OF 1ST CYCLE
 REVIEW.
  
 1ST REVIEW FMC
 PERMIT: 22040093
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) REVISE THE SUBMITTAL TO INCLUDE THE ENERGY
 CALCULATIONS FOR THIS NEW ADDITION. FEC C402
  
 2) REVISE THE SUBMITTAL TO INCLUDE THE MECHANICAL
 EQUIPMENT SIZING CALCULATIONS. FEC C403.2.1
  
 3) REVISE THE PLAN TO INCLUDE A COMPLETE MECHANICAL
 DESIGN FOR THIS NEW ADDITION. FBC 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2022-05-20 Cont ID  
Sent By medwards Date 2022-05-20 Time 14:21 Rev Time 0.00
Received By medwards Date 2022-05-20 Time 14:21 Sent To  
Notes
2022-05-20 14:21:161ST REVIEW FMC
 PERMIT: 22040093
  
 CODES IN EFFECT: 2020
  
 FBC- FLORIDA BUILDING CODE
 FMC- FLORIDA MECHANICAL CODE
 FEC- FLORIDA ENERGY CONSERVATION
 FGC- FLORIDA FUEL GAS
 FEX- FLORIDA EXISTING BUILDING CODE
 FRC- FLORIDA RESIDENTIAL BUILDING CODE
 F.S.- FLORIDA STATUTES
 FAC- FLORIDA ACCESSIBILITY CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) REVISE THE SUBMITTAL TO INCLUDE THE ENERGY
 CALCULATIONS FOR THIS NEW ADDITION. FEC C402
  
 2) REVISE THE SUBMITTAL TO INCLUDE THE MECHANICAL
 EQUIPMENT SIZING CALCULATIONS. FEC C403.2.1
  
 3) REVISE THE PLAN TO INCLUDE A COMPLETE MECHANICAL
 DESIGN FOR THIS NEW ADDITION. FBC 107.2.1
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status N Date 2022-08-26 Cont ID  
Sent By ccole Date 2022-08-26 Time 15:44 Rev Time 0.00
Received By ccole Date 2022-08-26 Time 15:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2022-07-25 Cont ID  
Sent By ccole Date 2022-07-25 Time 17:21 Rev Time 0.00
Received By ccole Date 2022-07-25 Time 16:11 Sent To  
Notes
2022-07-25 17:26:502ND REVIEW FBC-2020 PLUMBING
 PERMIT- 22040093
 7/25/22
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET P1: THE PLUMBING PLAN LAYOUT DOES NOT MATCH
 THE OTHER PLANS INCLUDING THE EXISTING FLOOR PLAN.
  
 A) P1 SHOWS A NEW DOOR IN THE STAFF BATHROOM OPENING
 INTO THE NEW ADDITION. ALL OTHER PLANS SHOW A DOOR IN
 THE LOCATION OF THE EXISTING STORAGE ROOM AT THE MOP
 SINK OPENING INTO THE NEW ADDITION.
 B) P1 SHOWS AN EXISTING LAVATORY SINK IN THE CORNER ON
 THE OPPOSITE SIDE OF THE MOP SINK WALL. ALL OTHER PLANS
 DO NOT SHOW THE SINK.
  
 PLEASE NOTE THAT A PLUMBING PIPING RISER IS REQUIRED
 FOR NEW SINK INSTALLATIONS- SEC. 107.3.5.1.3 WPB.
 NEW SINKS SHALL ALSO BE ACCESSIBLE PER SECS. 212.3 AND
 606.2 FBC ACC. PROVIDE DETAILS TO SHOW COMPLIANCE.
  
 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 PLUMBING
Rev No 1 Status F Date 2022-05-17 Cont ID  
Sent By ccole Date 2022-05-17 Time 16:41 Rev Time 0.00
Received By ccole Date 2022-05-17 Time 16:13 Sent To  
Notes
2022-05-17 16:42:281ST REVIEW FBC-2020 PLUMBING
 PERMIT- 22040093
 5/17/22
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE 7TH EDITION 2020
 FBC ACC- FLORIDA ACCESSIBILITY CODE 7TH EDITION 2020
 FBC EX- FLORIDA EXISTING BUILDING CODE 7TH EDITION 2020
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE OCCUPANT LOAD OF THE DAY CARE CENTER WILL BE
 INCREASED WITH THE NEW ADDITION WHICH MEANS ADDITIONAL
 PLUMBING FIXTURES MAY BE REQUIRED- SEE SECS. 1102.1 AND
 810.2 FBC EX. PLEASE PROVIDE PLUMBING FIXTURE
 CALCULATIONS IN ACCORDANCE WITH TABLE 403.1 FBC P.
 PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND
 PROVIDED NUMBER OF FIXTURES.
  
 2) PLEASE NOTE THAT INSTALLATION OF NEW REQUIRED
 PLUMBING FIXTURES WILL REQUIRE PLUMBING AND
 ACCESSIBILITY PLANS TO BE SUBMITTED- SEC. 107.2.1 &
 107.3.5.1 WPB.
  
 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 R ROOF PLAN REVIEW
Rev No 5 Status P Date 2022-09-19 Cont ID  
Sent By jwitmer Date 2022-09-19 Time 13:50 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-09-19 13:50:05NOA 18-0919.07
 PAGE 11 OF 27 SYSTEM A(2) FASTENING OPTION # 1
 SEE PE PEREZ PERDOMD ENHANCED FASTENING SHEET.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2022-09-07 Cont ID  
Sent By jwitmer Date 2022-09-07 Time 12:15 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-09-07 12:15:041A) NOA 18-0919.07 PAGE 11OF 27 WOOD INSULATED DECK
 SYSTEMS TYPE A. PREVIOUS REVIEW (3RD) NO SUB-SYSTEM WAS
 HIGHLIGHTED. THIS REVIEW 4TH THIS REVIEW OPTION # 1 IS
 HIGHLIGHTED.
  
 1B) THIS REVIEW OPTION # 1 HIGHLIGHTED, MAXIMUM DESIGN
 PRESSURE: -45 PSF WITH LIMITATION # 7, ALLOWING FOR
 ENHANCED FASTENING. THE ENGINEER OF RECORD CAME BACK
 WITH SIGNED & SEALED DOCUMENT FOR THE ENHANCED
 FASTENING, THE SAME SPACING AND ROWS OF FASTENERS AS
 REQUIRED FOR ROOF ZONE ONE. NO ENHANCED FASTENING. THE
 ENGINEER OF RECORD MUST FOLLOW RAS 117 SECTION 10 FOR
 ENHANCED FASTENING FOR ZONES 2 & 3 SHOW WORK SEE
 EXAMPLE 10.3.
 LAST REVIEW COMMENT. NOA 18-0919.07PAGE 11 OF 27 WOOD
 INSULATED DECK SYSTEMS TYPE A ENGINEERS RESPONSE STATES
 SEE OPTION # 1, NOT HIGHLIGHTED PLEASE HIGHLIGHT. 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 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, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 3 Status F Date 2022-08-16 Cont ID  
Sent By jwitmer Date 2022-08-16 Time 10:38 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-08-16 10:38:181A) 3RD REQUEST. SEMI-COMPLIED. SUBMITTED NOA
 18-0919.07PAGE 11 OF 27 WOOD INSULATED DECK SYSTEMS
 TYPE A. CALLED THE ENGINEER NO SUBSYSTEM HIGHLIGHTED.
 ENGINEERS RESPONSE STATES SEE OPTION # 1 NOT
 HIGHLIGHTED.
  
 1B) NEW COMMENT. NOA 18-0919.07PAGE 11 OF 27 WOOD
 INSULATED DECK SYSTEMS TYPE A ENGINEERS RESPONSE STATES
 SEE OPTION # 1, NOT HIGHLIGHTED PLEASE HIGHLIGHT. 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 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
  
 1C) NEW COMMENT. THE TITLE-SHEET HAS THE WIND LOAD
 SCHEDULE FOR ROOF & WALL EFFECTIVE WIND AREA. PLEASE
 NOTE THE EFFECTIVE WIND AREA FOR ROOFS IN ALL ZONES IS
 TAKEN AT 10 SQ. FT. (FASTENERS). VASD ROOF LOADS (132)
 EXPOSURE C 15MRH ZONE # 1 +15.4/ -37.9, ZONE 2 +15.4/
 -63.6 & ZONE 3 +15.4/ -95.7.
  
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2022-07-20 Cont ID  
Sent By jwitmer Date 2022-07-20 Time 07:38 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2022-07-20 07:37:07WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2020 FBC- ROOFING PLAN REVIEW
 W. P. B. PERMIT: 22040093
 ADD: 3501 GEORGIA AVE.
 CONT: SCP CONSTRUCTION GROUP
 TEL: 561-599-4107
 E-MAIL: SCPCONSTRUCTIONGROUP.COM
  
 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2020 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.
  
 2ND REVIEW
 DATE: TUES. JULY 19TH/2022
 ACTION: DENIED
  
 1) 2ND REVIEW OF ROOFS.NOA 18-0919.07, SHEET 11OF 27
 WOOD INSULATED DECK SYSTEM TYPE A(2) ALL INSULATED
 LAYERS ARE ADHERRED TO A MECHANICALLY ATTACHED ANCHOR
 SHEET.
 NONE OF THEFASTENING OPTIONS ARE HIGHLIGHTED, ALL ARE
 GENERAL LIMITATION 7 REQUIRING ENHANCED FASTENING, BY
 ENGINEER.
  
 2) A TRANSMITTAL LETTER / NARRATIVE 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.
  
  
 MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM
 PART-TIME/ SEMI-RETIRED.
  
 IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET
 BACK INTO THE OFFICE CALL
 (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL.
 THANK YOU.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 2022-05-31 Cont ID  
Sent By jwitmer Date 2022-05-31 Time 12:48 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2022-05-31 12:48:08SHEET 002 SHOWS COMPOSITE SHINGLES TO BE INSTALLED ON A
 ROOF WITH ? INCH SLOPE PER FOOT. PLEASE REVIEW SECTION
 1507.2 FOR ASPHALT SHINGLES, MINIMUM SLOPE OF 2:12 WITH
 DOUBLE UNDERLAYMENT. NEED TO SUPPLY A DIFFERENT ROOFING
 MATERIAL.
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES 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 4 Status P Date 2022-09-07 Cont ID  
Sent By jwitmer Date 2022-09-07 Time 12:15 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2022-08-16 Cont ID  
Sent By jwitmer Date 2022-08-16 Time 10:36 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2022-07-29 Cont ID  
Sent By jgomez Date 2022-07-29 Time 14:14 Rev Time 0.00
Received By jgomez Date 2022-07-29 Time 13:57 Sent To  
Notes
2022-07-29 14:15:56SIGNATURE REVIEW. JG.
  
 1- HVAC CALCULATIONS NEED TO BE SIGNED AND SEALED BY
 THE ENGINEER FROM MERS ENGINEERING. CHAPTER 471 F.S.
  
 NOTE:
 DRAWINGS AND ENGINEER'S LETTERS HAVE DIGITAL SIGNATURE.
 DIGITAL SIGNATURE IS OK.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2022-06-01 Cont ID  
Sent By mpeterso Date 2022-06-01 Time 10:34 Rev Time 0.00
Received By mpeterso Date 2022-06-01 Time 10:34 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2022-08-25 Cont ID  
Sent By vbroglia Date 2022-08-25 Time 16:04 Rev Time 0.00
Received By vbroglia Date 2022-08-25 Time 16:04 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2022-07-28 Cont ID  
Sent By vbroglia Date 2022-07-28 Time 16:28 Rev Time 0.00
Received By vbroglia Date 2022-07-28 Time 16:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2022-04-28 Cont ID  
Sent By vbroglia Date 2022-04-28 Time 12:51 Rev Time 0.00
Received By vbroglia Date 2022-04-28 Time 12:51 Sent To  
Notes
2022-04-28 12:53:544/28/2022 FAILED
  
  
 PLEASE INCLUDE A SITE PLAN WITH THE EXISITING STRUCTURE
 AND THE NEW ADDITION INDENTIFIED, ALONG WITH SETBACKS
 AND THE AREA OF THE ADDITON
  
  
 SEPARATE PERMIT REQUIRED FOR:
 FENCE/WALL, AWNINGS, SIGNS, PARKING LOT, GENERATOR,
 MECHANICAL/AC/POOL EQUIPMENT, DUMPSTER ENCLOSURE,
 IRRIGATION, LANDSCAPE, OTHER.
  
 VALENTINA BROGLIA
 ASSOCIATE PLANNER
 [email protected]
  
  
  


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