Plan Review Details - Permit 20070750
Plan Review Stops For Permit 20070750
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Rev No 1 Status P Date 2020-10-23 Cont ID  
Sent By cpuell Date 2020-10-23 Time 10:28 Rev Time 0.00
Received By cpuell Date 2020-10-23 Time 10:28 Sent To  
Notes
2020-10-23 10:28:53PER PLANS, PERMIT IS FOR REAR PROPERTY WITH THE ADDRESS
 OF 515 CLEMATIS ST.
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2020-12-15 Cont ID  
Sent By jwitmer Date 2020-12-15 Time 14:06 Rev Time 0.00
Received By jwitmer Date 2020-12-15 Time 13:59 Sent To  
Notes
2020-12-15 16:22:18WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20070750
 ADD: 515 CLEMATIS ST.
 CONT: NELSON CONSTRUCTION GC, INC.
 TEL: 305-331-1400
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. SEPT. 01/2020
 ACTION: DENIED
  
 1) THE VALUE OF THE PROJECT WITH DESIGN PROFESSIONAL
 FEES IS $194,982.00 AND LABOR AND MATERIALS.
 .
 2) SHEET A-1,SITE PLAN, DEMO & LIFE SAFETY LEGEND.
 2A) COMPLIED.
  
 2B) COMPLIED. THIS BUILDING DOES QUALIFY AS A
 HISTORICAL BUILDING. HISTORIC PRESERVATION HAS ALREADY
 C COMMENTED THAT THE EXTERIOR OF THE BUILDING IS TO
 STAY BLOCK NO STUCCO. A NON-GLOSSY CONCRETE SEALER TO
 BE APPLIED ON THE ENTIRE FACE OF WALLS. 2017 FBC-B
 SECTION 1403.2 WEATHER PROTECTION.
  
 2C) COMPLIED. HISTORIC BUILDING SEE COMMENT 2B.
  
 2D) COMPLIED, OCCUPANT LOAD, 24
  
 2E) SEMI-COMPLIED. SHEET A-1 UNDER THE HEADING LIFE
 SAFETY LEGEND # 9 LIST THE CONSTRUCTION TYPE AS III-A.
 BOTH SHEETS A-5 AND S-2 HAVE THE SAME DETAIL OF A
 COLUMN TO ROOF FRAMING DETAIL. NOTES 17 AND 18 BOTH
 REFER TO THE FRAMING MEMBERS AS SOUTHERN YELLOW PINE.
 PLEASE REVIEW TABLE 601 OF THE 2017 FBC-B. FOR
 CONSTRUCTION TYPE III-A CONSTRUCTION REQUIRES THE ROOF
 CONSTRUCTION AND ALL ASSOCIATED SECONDARY MEMBERS AND
 DECKING TO BE 1 HOUR PROTECTED SINCE THE TOTAL FRAMING
 MEMBERS ARE LOWER THAN 20 FEET. PLEASE NOTE THE ROOF
 SHEATHING IS NOT DECLARED IN NOTE 17, ADDITIONAL
 INFORMATION IS REQUIRED.
 RESPONSE INDICATES ALL EXTERIOR WALLS ARE CONCRETE
 BLOCK / MASONRY WALLS WHICH CARRY A 2 HOUR RATING.
 PLEASE NOTE THE RINKER COMMON BLOCK ONLY CARRIED A 1
 HOUR 45 MINUTE RATING WITH THE ? INCH STUCCO IT MADE
 THE 2 HOUR RATING. A BLOCK WOULD HAVE TO BE ANALYZED BY
 A LAB TO DETERMINE THE MINIMUM EQUIVALENT THICKNESS OF
 THE BEARING CONCRETE MASONRY BLOCK AND TYPE OF
 AGGREGATE, SEE TABLE 722.3.2 OF THE 2017 FBC-B.
 1ST REVIEW COMMENT. NOTE # 9 INDICATES THE BUILDING
 CONSTRUCTION TYPE AS III. PLEASE PROVIDE IF THE MINIMUM
 BUILDING TYPE IS EITHER III-A OR III-B. TABLES 504.3,
 TABLE 504.4, TABLE 506.2, TABLE 601 & TABLE 602 OF THE
 2017 FBC-B. TABLE 602, 0-5 FEET REQUIRES A 1 HOUR RATED
 WALL FOR BUSINESS OCCUPANCY.
  
 2F) 2ND REQUEST. THE RESPONSE INDICATES THE CITY HAS AN
 AGREEMENT WITH THE OWNER TO ALLOW AN ACCESS EASEMENT TO
 ALLOW THE DOOR ON THE EAST SIDE OF THE BUILDING.
 WITHOUT DOCUMENTATION OF THIS DOCUMENT THIS COMMENT
 STILL REMAINS. THERE HAS TO BE BACK UP DOCUMENTATION
 SHOWING PROOF OF THIS AGREEMENT.
 1ST ROUND OF COMMENTS. EAST PROPERTY LINE NOTE NUMBER
 12 INDICATES THE CUTTING IN THE WALL A NEW EXTERIOR
 DOORWAY. SHEET A-2 ON THE FLOOR PLAN EAST WALL THE NEW
 OUTSWING DOOR IS LABELED E. PLEASE NOTE THAT DOORS &
 WINDOWS SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT
 OF WAY. 3202.2 OF THE 2017 FBC-B ALSO SEE TABLE 705.8
 OPENING PROTECTIVES.
  
 2G) PLEASE NOTE THE 701 SQUARE FEET TAKEN FOR THE NORTH
 WALL INCLUDES THE PARAPET. THE HEIGHT OF THE BUILDING
 IS TO BE TAKEN FROM FLOOR FINISH TO FLOOR FINISH OF THE
 NEXT STORY. FOR A SINGLE STORY BUILDING A STORY IS TO
 BE MEASURED FROM THE TOP OF THE FLOOR FINISH TO THE TOP
 OF THE CEILING JOIST OR WHERE THERE IS NOT A CEILING,
 TO THE TOP OF THE ROOF RAFTERS. SEE DEFINITION OF STORY
 CHAPTER 2OF THE 2017 FBC-B. 15.0 FT. X 40.5 FT.= 607.5
 607.5/147= 0.24 % OPENINGS. TABLE 708.5 OF THE 2017
 FBC-B FOR NON-SPRINKLERED BUILDINGS ONLY ALLOWS 15 %
 UNPROTECTED OPENINGS. FOR EITHER PROTECTED OPENINGS OR
 THE BUILDING FIRE SPRINKLERED THE TABLE WOULD ALLOW 45%
 OPENINGS.
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING. SINCE THE WALL IS BEING FILED
 IN THE YES YOU ARE MAKING IT BETTER BUT IT IS NOT CODE
 COMPLIANT. TABLE 708.5 OF THE 2017 FBC-B FOR
 NON-SPRINKLERED BUILDINGS ONLY ALLOWS 15 % UNPROTECTED
 OPENINGS. FOR EITHER PROTECTED OPENINGS OR THE BUILDING
 FIRE SPRINKLERED THE TABLE WOULD ALLOW 45% OPENINGS.
 1ST ROUND OF COMMENTS. NORTH LINE WALL, PLEASE PROVIDE
 AT WHAT PERCENTAGE OF WALL OPENINGS IS PROPOSED & IN
 CONFORMANCE WITH TABLE 705.8. UNPROTECTED OPENINGS.
  
 2H-2I) COMPLIED.
  
 3)2ND REQUEST. THE WIND DESIGN CRITERIA IS GIVEN THANK
 YOU BUT THE ROOF PRESSURES ARE LOW ROOF ZONES 1 & 2 ARE
 3 PSF LOW FOR 10 SQ. FT. AND ZONE 3 IS 3.3 PSF IF THIS
 WAS A B EXPOSURE FOR A C EXPOSURE FOR 15 FT. MEAN ROOF
 HEIGHT THE ADJUSTMENT COEFFICIENT IS 1.21. MEAN ROOF
 HEIGHT 15 FEET, VASD 132, TRIBUTARY AREA 10 SQ. FT. AND
 EXPOSURE C ZONE 1 IS -35.3, ZONE 2 -52.5 AND ZONE 3
 -79.1. NO PARAPET 3 FEET HIGH OR HIGHER.
  
 1ST ROUND OF COMMENTS. SHEET A-3 SHOWS THE ELEVATIONS
 OF THE BUILDING WITH SERVICE LOADS (VASD) FOR THE
 COMPONENTS AND CLADDING BUT DOES NOT PROVIDE THE WIND
 DESIGN CRITERIA.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) BUILDING PROVISO/ DEFERRED SUBMITTALS. 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5A) BUILDING PROVISO: 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 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..
  
 5B BUILDING PROVISO: ) 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.
  
 5C) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 6) BUILING PROVISO: 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.
  
 7) COMPLIED. ROOFING SCUPPERS/ OVERFLOOWS NOT PART OF
 THIS PROJECT, ROOFING COMPLETED UNDER SEPARATE PERMIT.
  
 8) 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 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 ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-09-01 Cont ID  
Sent By jwitmer Date 2020-09-01 Time 13:34 Rev Time 0.00
Received By jwitmer Date 2020-09-01 Time 10:04 Sent To  
Notes
2020-09-01 13:34:15COMMERCIAL ASBESTOS
 TO THE BUILDING CONTRACTOR:
 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.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2021-03-23 Cont ID  
Sent By jwitmer Date 2021-03-23 Time 10:14 Rev Time 0.00
Received By jwitmer Date 2021-03-23 Time 09:29 Sent To  
Notes
2021-03-23 10:09:00WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20070750
 ADD: 515 CLEMATIS ST.
 CONT: NELSON CONSTRUCTION GC, INC.
 TEL: 305-331-1400
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 4TH REVIEW
 DATE: TUES. MARCH 23RD/2021
 ACTION: BUILDING PROVISOS:
  
 1) BUILDING PROVISO: SHEET S-1 WILL REQUIRE A REVISION
 SHOWING THE RAMP AND LANDINGS ON THE NORTH SIDE OF THE
 BUILDING JUST LIKE ON SHEET A-2.0.
  
 2) BUILDING PROVISO/ DEFERRED SUBMITTALS. 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 2A) BUILDING PROVISO: 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 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..
  
 2B BUILDING PROVISO: ) 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.
  
 2C) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 3) BUILING PROVISO: 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.
  
 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 3 Status F Date 2021-02-18 Cont ID  
Sent By jwitmer Date 2021-02-18 Time 17:37 Rev Time 0.00
Received By jwitmer Date 2021-02-18 Time 15:58 Sent To  
Notes
2021-02-18 17:01:04WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20070750
 ADD: 515 CLEMATIS ST.
 CONT: NELSON CONSTRUCTION GC, INC.
 TEL: 305-331-1400
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: THURS. FEB. 18TH/2021
 ACTION: DENIED
  
 1) NOTE ONLY. THE VALUE OF THE PROJECT WITH DESIGN
 PROFESSIONAL FEES IS $194,982.00 AND LABOR AND
 MATERIALS.
 .
 2) SHEET A-1,SITE PLAN, DEMO & LIFE SAFETY LEGEND.
 2A) COMPLIED.
  
 2B) COMPLIED. THIS BUILDING DOES QUALIFY AS A
 HISTORICAL BUILDING. HISTORIC PRESERVATION HAS ALREADY
 C COMMENTED THAT THE EXTERIOR OF THE BUILDING IS TO
 STAY BLOCK NO STUCCO. A NON-GLOSSY CONCRETE SEALER TO
 BE APPLIED ON THE ENTIRE FACE OF WALLS. 2017 FBC-B
 SECTION 1403.2 WEATHER PROTECTION.
  
 2C-F) COMPLIED.
  
 2G)SEMI-COMPLIED. THE 147 SQ. FEET OF OPENING OR 24%
 ALLOWABLE OPENINGS IS TAKING EITHER THE ALLOWABLE
 OPENINGS FOR 1 HOUR FIRE RATED WINDOWS OR FIRE
 SPRINKLERED BUILDING. TABLE 708.5 OF THE 2017 FBC-B FOR
 NON-SPRINKLERED BUILDINGS 10-15 FEET, ONLY ALLOWS 15 %
 UNPROTECTED OPENINGS. FOR EITHER PROTECTED OPENINGS OR
 THE BUILDING FIRE SPRINKLERED THE TABLE WOULD ALLOW 45%
 OPENINGS. THE NORTH ELEVATION ON SHEET A-3 NOR THE
 WINDOW SCHEDULE A-4 WINDOW MARK 3 INDICATE A FIRE RATED
 WINDOW IN COMPLIANCE WITH TALE 708.5 & SECTION 716.2
 FIRE RESISTANCE RATED GLAZING.
  
  
 2ND ROUND OF COMMENTS. PLEASE NOTE THE 701 SQUARE FEET
 TAKEN FOR THE NORTH WALL INCLUDES THE PARAPET. THE
 HEIGHT OF THE BUILDING IS TO BE TAKEN FROM FLOOR FINISH
 TO FLOOR FINISH OF THE NEXT STORY. FOR A SINGLE STORY
 BUILDING A STORY IS TO BE MEASURED FROM THE TOP OF THE
 FLOOR FINISH TO THE TOP OF THE CEILING JOIST OR WHERE
 THERE IS NOT A CEILING, TO THE TOP OF THE ROOF RAFTERS.
 SEE DEFINITION OF STORY CHAPTER 2OF THE 2017 FBC-B.
 15.0 FT. X 40.5 FT.= 607.5 607.5/147= 0.24 % OPENINGS.
 TABLE 708.5 OF THE 2017 FBC-B FOR NON-SPRINKLERED
 BUILDINGS ONLY ALLOWS 15 % UNPROTECTED OPENINGS. FOR
 EITHER PROTECTED OPENINGS OR THE BUILDING FIRE
 SPRINKLERED THE TABLE WOULD ALLOW 45% OPENINGS.
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING. SINCE THE WALL IS BEING FILED
 IN THE YES YOU ARE MAKING IT BETTER BUT IT IS NOT CODE
 COMPLIANT. TABLE 708.5 OF THE 2017 FBC-B FOR
 NON-SPRINKLERED BUILDINGS ONLY ALLOWS 15 % UNPROTECTED
 OPENINGS. FOR EITHER PROTECTED OPENINGS OR THE BUILDING
 FIRE SPRINKLERED THE TABLE WOULD ALLOW 45% OPENINGS.
 1ST ROUND OF COMMENTS. NORTH LINE WALL, PLEASE PROVIDE
 AT WHAT PERCENTAGE OF WALL OPENINGS IS PROPOSED & IN
 CONFORMANCE WITH TABLE 705.8. UNPROTECTED OPENINGS.
  
 2H-2I) COMPLIED.
  
 NEW COMMENTS: NEW SITE PLAN
 .
 2J) ON THE NORTH SIDE OF THE BUILDING THERE IS A NEW
 RAMP AND LANDING SYSTEM. THE UPPER RAMP DOES REQUIRE A
 90-DEGREE CHANGE IN DIRECTION WHICH REQUIRES THE RAMP
 TO BE A MINIMUM OF 60 INCHES BY 60 INCHES IN COMPLIANCE
 WITH 2017 ACCESSIBILITY CODE SECTION 405.7.4 AND THE
 2017 FBC-BUILDING CODE SECTION 1012.6.4.
  
 2K) THE SITE PLAN SHOWS A DOOR IN THE UPPER LANDING BUT
 THERE IS NO MEASUREMENT FROM THE EDGE OF THE DOOR TO
 WHERE THE TOP LANDING MEETS AND THE RAMP SLOPE BEGINS.
 PLEASE SHOW COMPLIANCE WITH 405.7.4 OF THE
 ACCESSIBILITY CODE AND SECTION 1012.6.5 OF THE 2017
 FBC-B.
  
 2L) THE SITE PLAN INDICATES A SLOPE OF 1:20 AND A RAMP
 LENGTH OF 10 FEET. THIS GIVES A HEIGHT OF 6 INCHES IN
 RISE. RAMPS WITH A RISE OF 6 INCHES OR LESS DO NOT
 REQUIRE A HANDRAIL BUT THEY DO NEED TO SHOW EDGE
 PROTECTION IN COMPLIANCE WITH 405.9 OF THE 2017
 ACCESSIBILITY CODE AND SECTION 1012.10 OF THE 2017
 FBC-B.
  
 3)COMPLIED. ROOF PRESSURES.
  
 4) BUILDING PROVISO/ DEFERRED SUBMITTALS. 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5A) BUILDING PROVISO: 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 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..
  
 5B BUILDING PROVISO: ) 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.
  
 5C) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 6) BUILING PROVISO: 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.
  
 7) COMPLIED. ROOFING SCUPPERS/ OVERFLOOWS NOT PART OF
 THIS PROJECT, ROOFING COMPLETED UNDER SEPARATE PERMIT.
  
 8) 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 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 2 Status F Date   Cont ID  
Sent By   Date 2020-12-15 Time 16:30 Rev Time 0.00
Received By jwitmer Date 2020-12-15 Time 13:59 Sent To  
Notes
2020-12-15 16:24:51WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20070750
 ADD: 515 CLEMATIS ST.
 CONT: NELSON CONSTRUCTION GC, INC.
 TEL: 305-331-1400
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. SEPT. 01/2020
 ACTION: DENIED
  
 1) THE VALUE OF THE PROJECT WITH DESIGN PROFESSIONAL
 FEES IS $194,982.00 AND LABOR AND MATERIALS.
 .
 2) SHEET A-1,SITE PLAN, DEMO & LIFE SAFETY LEGEND.
 2A) COMPLIED.
  
 2B) COMPLIED. THIS BUILDING DOES QUALIFY AS A
 HISTORICAL BUILDING. HISTORIC PRESERVATION HAS ALREADY
 C COMMENTED THAT THE EXTERIOR OF THE BUILDING IS TO
 STAY BLOCK NO STUCCO. A NON-GLOSSY CONCRETE SEALER TO
 BE APPLIED ON THE ENTIRE FACE OF WALLS. 2017 FBC-B
 SECTION 1403.2 WEATHER PROTECTION.
  
 2C) COMPLIED. HISTORIC BUILDING SEE COMMENT 2B.
  
 2D) COMPLIED, OCCUPANT LOAD, 24
  
 2E) SEMI-COMPLIED. SHEET A-1 UNDER THE HEADING LIFE
 SAFETY LEGEND # 9 LIST THE CONSTRUCTION TYPE AS III-A.
 BOTH SHEETS A-5 AND S-2 HAVE THE SAME DETAIL OF A
 COLUMN TO ROOF FRAMING DETAIL. NOTES 17 AND 18 BOTH
 REFER TO THE FRAMING MEMBERS AS SOUTHERN YELLOW PINE.
 PLEASE REVIEW TABLE 601 OF THE 2017 FBC-B. FOR
 CONSTRUCTION TYPE III-A CONSTRUCTION REQUIRES THE ROOF
 CONSTRUCTION AND ALL ASSOCIATED SECONDARY MEMBERS AND
 DECKING TO BE 1 HOUR PROTECTED SINCE THE TOTAL FRAMING
 MEMBERS ARE LOWER THAN 20 FEET. PLEASE NOTE THE ROOF
 SHEATHING IS NOT DECLARED IN NOTE 17, ADDITIONAL
 INFORMATION IS REQUIRED.
 RESPONSE INDICATES ALL EXTERIOR WALLS ARE CONCRETE
 BLOCK / MASONRY WALLS WHICH CARRY A 2 HOUR RATING.
 PLEASE NOTE THE RINKER COMMON BLOCK ONLY CARRIED A 1
 HOUR 45 MINUTE RATING WITH THE ? INCH STUCCO IT MADE
 THE 2 HOUR RATING. A BLOCK WOULD HAVE TO BE ANALYZED BY
 A LAB TO DETERMINE THE MINIMUM EQUIVALENT THICKNESS OF
 THE BEARING CONCRETE MASONRY BLOCK AND TYPE OF
 AGGREGATE, SEE TABLE 722.3.2 OF THE 2017 FBC-B.
 1ST REVIEW COMMENT. NOTE # 9 INDICATES THE BUILDING
 CONSTRUCTION TYPE AS III. PLEASE PROVIDE IF THE MINIMUM
 BUILDING TYPE IS EITHER III-A OR III-B. TABLES 504.3,
 TABLE 504.4, TABLE 506.2, TABLE 601 & TABLE 602 OF THE
 2017 FBC-B. TABLE 602, 0-5 FEET REQUIRES A 1 HOUR RATED
 WALL FOR BUSINESS OCCUPANCY.
  
 2F) 2ND REQUEST. THE RESPONSE INDICATES THE CITY HAS AN
 AGREEMENT WITH THE OWNER TO ALLOW AN ACCESS EASEMENT TO
 ALLOW THE DOOR ON THE EAST SIDE OF THE BUILDING.
 WITHOUT DOCUMENTATION OF THIS DOCUMENT THIS COMMENT
 STILL REMAINS. THERE HAS TO BE BACK UP DOCUMENTATION
 SHOWING PROOF OF THIS AGREEMENT.
 1ST ROUND OF COMMENTS. EAST PROPERTY LINE NOTE NUMBER
 12 INDICATES THE CUTTING IN THE WALL A NEW EXTERIOR
 DOORWAY. SHEET A-2 ON THE FLOOR PLAN EAST WALL THE NEW
 OUTSWING DOOR IS LABELED E. PLEASE NOTE THAT DOORS &
 WINDOWS SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT
 OF WAY. 3202.2 OF THE 2017 FBC-B ALSO SEE TABLE 705.8
 OPENING PROTECTIVES.
  
 2G) PLEASE NOTE THE 701 SQUARE FEET TAKEN FOR THE NORTH
 WALL INCLUDES THE PARAPET. THE HEIGHT OF THE BUILDING
 IS TO BE TAKEN FROM FLOOR FINISH TO FLOOR FINISH OF THE
 NEXT STORY. FOR A SINGLE STORY BUILDING A STORY IS TO
 BE MEASURED FROM THE TOP OF THE FLOOR FINISH TO THE TOP
 OF THE CEILING JOIST OR WHERE THERE IS NOT A CEILING,
 TO THE TOP OF THE ROOF RAFTERS. SEE DEFINITION OF STORY
 CHAPTER 2OF THE 2017 FBC-B. 15.0 FT. X 40.5 FT.= 607.5
 607.5/147= 0.24 % OPENINGS. TABLE 708.5 OF THE 2017
 FBC-B FOR NON-SPRINKLERED BUILDINGS ONLY ALLOWS 15 %
 UNPROTECTED OPENINGS. FOR EITHER PROTECTED OPENINGS OR
 THE BUILDING FIRE SPRINKLERED THE TABLE WOULD ALLOW 45%
 OPENINGS.
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING. SINCE THE WALL IS BEING FILED
 IN THE YES YOU ARE MAKING IT BETTER BUT IT IS NOT CODE
 COMPLIANT. TABLE 708.5 OF THE 2017 FBC-B FOR
 NON-SPRINKLERED BUILDINGS ONLY ALLOWS 15 % UNPROTECTED
 OPENINGS. FOR EITHER PROTECTED OPENINGS OR THE BUILDING
 FIRE SPRINKLERED THE TABLE WOULD ALLOW 45% OPENINGS.
 1ST ROUND OF COMMENTS. NORTH LINE WALL, PLEASE PROVIDE
 AT WHAT PERCENTAGE OF WALL OPENINGS IS PROPOSED & IN
 CONFORMANCE WITH TABLE 705.8. UNPROTECTED OPENINGS.
  
 2H-2I) COMPLIED.
  
 3)2ND REQUEST. THE WIND DESIGN CRITERIA IS GIVEN THANK
 YOU BUT THE ROOF PRESSURES ARE LOW ROOF ZONES 1 & 2 ARE
 3 PSF LOW FOR 10 SQ. FT. AND ZONE 3 IS 3.3 PSF IF THIS
 WAS A B EXPOSURE FOR A C EXPOSURE FOR 15 FT. MEAN ROOF
 HEIGHT THE ADJUSTMENT COEFFICIENT IS 1.21. MEAN ROOF
 HEIGHT 15 FEET, VASD 132, TRIBUTARY AREA 10 SQ. FT. AND
 EXPOSURE C ZONE 1 IS -35.3, ZONE 2 -52.5 AND ZONE 3
 -79.1. NO PARAPET 3 FEET HIGH OR HIGHER.
  
 1ST ROUND OF COMMENTS. SHEET A-3 SHOWS THE ELEVATIONS
 OF THE BUILDING WITH SERVICE LOADS (VASD) FOR THE
 COMPONENTS AND CLADDING BUT DOES NOT PROVIDE THE WIND
 DESIGN CRITERIA.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) BUILDING PROVISO/ DEFERRED SUBMITTALS. 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5A) BUILDING PROVISO: 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 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..
  
 5B BUILDING PROVISO: ) 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.
  
 5C) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE APPLICATION AND THAT
 ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A
 SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL
 HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE
 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
 SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 6) BUILING PROVISO: 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.
  
 7) COMPLIED. ROOFING SCUPPERS/ OVERFLOOWS NOT PART OF
 THIS PROJECT, ROOFING COMPLETED UNDER SEPARATE PERMIT.
  
 8) 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 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 2020-09-01 Cont ID  
Sent By jwitmer Date 2020-09-01 Time 16:42 Rev Time 0.00
Received By jwitmer Date 2020-09-01 Time 10:03 Sent To  
Notes
2020-09-01 16:38:12WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20070750
 ADD: 515 CLEMATIS ST.
 CONT: NELSON CONSTRUCTION GC, INC.
 TEL: 305-331-1400
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. SEPT. 01/2020
 ACTION: DENIED
  
 1) THE SUBMITTED CONTRACT VALUE OF $185,482.00 IS FOR
 LABOR AND MATERIALS FOR THE PROJECT AS SEEN IN THE
 CONTRACT. WHAT THE CONTRACT DOES NOT INCLUDE IS THE
 DESIGN TEAM CONTRACT WITH THE OWNER. THIS VALUE IS ALSO
 TO BE INCLUDED IN THE TOTAL COST OF THE PROJECT.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATIVE CODE SECTION 109.3*
 BUILDING PERMIT VALUATION. IF, IN THE OPINION OF THE
 BUILDING OFFICIAL, THE CLAIMED VALUATION OF BUILDING,
 ALTERATION, STRUCTURE, ELECTRICAL, GAS, MECHANICAL, OR
 PLUMBING SYSTEMS APPEARS TO BE UNDER ESTIMATED ON THE
 APPLICATION, THE PERMIT SHALL BE DENIED. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE
 TOTAL REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 2) SHEET A-1,SITE PLAN, DEMO & LIFE SAFETY LEGEND.
 2A)LAST KNOWN USE FOR THIS BUILDING? WE HAVE NO
 LICENSING FOR THIS BUILDING AND PALM BEACH COUNTY DOES
 NOT EVEN HAVE THE BACK BUILDING ON THE TAX ROLES! ONLY
 THE FRONT BUILDING. THE LEVEL II ALTERATION DOES NOT
 FIT AS WELL AS LEVEL III LIMITED STRUCTURAL
 ALTERATIONS. 907.4.4 OF THE EXISTING BUILDING CODE.
 THIS SECTION REFERS YOU BACK TO 807.5 EXIST. BUILD
 CODE. IT APPEARS WITH THE NOTES ON THE PLANS THE
 DESIGNER OF RECORD IS ALREADY TRYING TO COMPLY WITH
 SECTION 807.6 VOLUNTARY LATERAL FORCE RESISTING SYSTEM
 ALTERATIONS WITH THE ANCHORING OF THE ROOF FRAMING
 MEMBERS TO THE EXISTING TIE BEAM.
 2B) THIS BUILDING DOES QUALIFY AS A HISTORICAL
 BUILDING. HISTORIC PRESERVATION HAS ALREADY C COMMENTED
 THAT THE EXTERIOR OF THE BUILDING IS TO STAY BLOCK NO
 STUCCO. PLEASE PROVIDE HOW THE BLOCK WALL WILL BE
 DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT
 THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY
 PROVIDING A WATER RESISTIVE BARRIER? 2017 FBC-B SECTION
 1403.2 WEATHER PROTECTION.
 2C) THE PLANS ARE SILENT AS TO WHAT EXCEPTIONS THE
 DESIGNER IS TAKING FOR A HISTORIC BUILDING? 107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED.
 2D) NOTE # 8 INDICATES THE BUILDING IS 2434.05 SQ. FT.
 / 100 = 24.34 OCCUPANT. PLEASE NOTE IN THE 2017 FBC-B
 TABLE 1004.1.2 DOES DIVIDE BY AN OCCUPANT LOAD FACTOR
 OF 100 THE RESULT 24.34 OCCUPANTS, YOU ALWAYS ROUND UP
 TO THE NET WHOLE OCCUPANT, BOAFS INFORMAL
 INTERPRETATION AND 2015 IBC- COMMENTARY.
 2E) NOTE # 9 INDICATES THE BUILDING CONSTRUCTION TYPE
 AS III. PLEASE PROVIDE IF THE MINIMUM BUILDING TYPE IS
 EITHER III-A OR III-B. TABLES 504.3, TABLE 504.4, TABLE
 506.2, TABLE 601 & TABLE 602 OF THE 2017 FBC-B. TABLE
 602, 0-5 FEET REQUIRES A 1 HOUR RATED WALL FOR BUSINESS
 OCCUPANCY.
 2F) EAST PROPERTY LINE NOTE NUMBER 12 INDICATES THE
 CUTTING IN THE WALL A NEW EXTERIOR DOORWAY. SHEET A-2
 ON THE FLOOR PLAN EAST WALL THE NEW OUTSWING DOOR IS
 LABELED E. PLEASE NOTE THAT DOORS & WINDOWS SHALL NOT
 OPEN OR PROJECT INTO THE PUBLIC RIGHT OF WAY. 3202.2 OF
 THE 2017 FBC-B ALSO SEE TABLE 705.8 OPENING PROECTIVES.
 2G) NORTH LINE WALL, PLEASE PROVIDE AT WHAT PERCENTAGE
 OF WALL OPENINGS IS PROPOSED & IN CONFORMANCE WITH
 TABLE 705.8. UNPROTECTED OPENINGS.
 2H) THE WEST WALL OF THE STRUCTURE, PLEASE PROVIDE AT
 WHAT PERCENTAGE OF WALL OPENINGS IS PROPOSED AND IN
 CONFORMANCE WITH TABLE 705.8 UNPROTECTED OPENINGS.
 2I) THE SOUTH WALL OF THE STRUCTURE WILL NEED TO USE AN
 ASSUMED PROPERTY LINE BETWEEN STRUCTURES TO SEE WHAT
 PERCENTAGE OF WALL OPENINGS WILL BE IN COMPLIANCE FOR
 BOTH STRUCTURES. TABLE 705.8 UNPROTECTED OPENINGS.
 3) SHEET A-3 SHOWS THE ELEVATIONS OF THE BUILDING WITH
 SERVICE LOADS (VASD) FOR THE COMPONENTS AND CLADDING
 BUT DOES NOT PROVIDE THE WIND DESIGN CRITERIA.
 2017 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:
  
 3.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS
 DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1.
  
 3.2. RISK CATEGORY.
  
 3.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
  
 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 3.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
  
 3.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
  
 4) 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT
 CONCRETE INSULATION, ROOF TOP VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 5A) 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 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..
  
 5B) 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.
  
 5C) 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF
 THIS SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 6) 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.
  
 7A) SHEET A-3 THE WEST ELEVATIONS SHOW THE OVERFLOW
 SCUPPERS AND COLLECTOR HEADS AS WELL AS THE SECONDARY
 EMERGENCY OVERFLOW DRAINS. PLEASE NOTE THAT BOTH THE
 OVERFLOW SCUPPERS AND SECONDARY OVERFLOW SCUPPERS ARE
 DEPICTED AT THE SAME HEIGHT. THE SECONDARY OVERFLOW
 SCUPPERS SHOULD BE IN COMPLIANCE WITH SECTION 1503.4.2
 OF THE FBC-B, 2 TO 4 INCHES HIGHER THAN THE OVERFLOWS.
  
 7B) THE SECOND ISSUE WITH THE EMERGENCY OVERFLOWS AS
 DRAWN IS THERE LOCATION. WHAT IS NOT VISIBLE ON THE
 VERTICAL PLAN IS THE CRICKETS BACK OF THE PROPOSED
 PARAPET. AT THE SHOWN HEIGHT THEY WILL BE BENEATH THE
 CRICKETS. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED
 TO ACHIEVE CODE COMPLIANCE.
  
 7C) THE ROOF PLAN A2 SHOWS THE ROOF SLOPING TO THE WEST
 AND THE PROPOSED CRICKETS. WHAT THE ROOF DRAINAGE PLAN
 IS MISSING IS THE RAINFALL RATE TO CALCULATE THE
 DRAINAGE FOR THE SCUPPERS, AND SECONDARY EMERGENCY
 OVERFLOW SCUPPERS. 2017 FBC-B 1503.4 ROOF DRAINAGE AND
 DRAIN LEADERS AND CONDUCTORS SHALL BE SIZED IN
 ACCORDANCE WITH 1106 AND 1107 AS APPLICABLE OF THE
 FLORIDA BUILDING CODE, PLUMBING, CHAPTER 11.
  
 7D) ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1 FOOT
 AWAY FROM THE STRUCTURE SIDEWALKS, WHETHER BY
 UNDERGROUND PIPING, TAIL EXTENSIONS OR SPLASH BLOCKS,
 2017 FBC-B 1503.7.
  
 8) 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 OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 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]
  
  
  
  
  
  
  
  
  
  
  
2020-09-01 15:25:1209/01/20 IN REVIEW. J W.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2021-02-24 Cont ID  
Sent By fgiaquin Date 2021-02-24 Time 20:43 Rev Time 0.00
Received By fgiaquin Date 2021-02-24 Time 19:45 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-12-17 Cont ID  
Sent By jleahy Date 2020-12-17 Time 14:28 Rev Time 0.00
Received By jleahy Date 2020-12-17 Time 14:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-09-05 Cont ID  
Sent By fgiaquin Date 2020-09-05 Time 21:47 Rev Time 0.00
Received By fgiaquin Date 2020-09-05 Time 20:34 Sent To  
Notes
2020-09-05 21:27:50ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE ITEMIZED LOAD CALCULATION SHOWING ALL LOADS,
 ADJUSTMENT FACTORS, CORRECTIONS, DE-RATING, CONTINUOUS
 LOADS ETC. NEC 220 FBC 107.2.1
  
 2. NO CONTINUOUS LIGHTING LOAD SHOWN IN LOAD
 CALCULATION. NEC 210.19A1A
  
 3. PROVIDE COMPLIANCE: "A MINIMUM OF 75 PERCENT OF THE
 LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 BE HIGH-EFFICACY LAMPS OR A MINIMUM OF 75 PERCENT OF
 THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL
 CONTAIN ONLY HIGH EFFICACY LAMPS". A NOTE WILL SUFFICE.
 FBC EC R404.1
  
  
  
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
 CODES IN EFFECT:
  
 IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN
 PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE
 11X17 OR SMALLER, YOU MAY RESUBMIT, ALONG WITH A
 COMPLETED RESUBMITTAL FORM, VIA EMAIL TO
 [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT
 NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE
 RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE:
  
 HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/B
 UILDING-PERMIT-FORMS
  
  
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2017 6TH ED.
 FBC EB = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 V/R,
  
 FRANK GIAQUINTO III
 ELECTRICAL INSPECTOR
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 [email protected]
 CELL: 561-657-1653
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2021-02-22 Cont ID  
Sent By pleduc Date 2021-02-22 Time   Rev Time 0.00
Received By pleduc Date 2021-02-22 Time 11:05 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-12-14 Cont ID  
Sent By pleduc Date 2020-12-14 Time   Rev Time 0.00
Received By pleduc Date 2020-12-14 Time 12:21 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-08-06 Cont ID  
Sent By pleduc Date 2020-08-06 Time   Rev Time 0.00
Received By pleduc Date 2020-08-05 Time 10:22 Sent To  
Notes
2020-08-05 10:47:28THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 1 - THERE IS AN INDICATION OF A FRONT EXIT;
 HOWEVER, THAT EXIT APPEARS TO ENTER A COURTYARD THAT
 HAS NO EXIT EXCEPT THROUGH ANOTHER BUILDING OR ALONG AN
 UNPROTECTED WALKWAY.
  
 PLEASE PROVIDE A DETAILED SITE PLAN SHOWING A PROTECTED
 EGRESS PATH LEADING TO A PUBLIC WAY.
  
  
  
 2) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 3) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop HIST HISTORICAL
Rev No 3 Status P Date 2021-03-15 Cont ID  
Sent By fmittner Date 2021-03-15 Time 15:25 Rev Time 0.00
Received By fmittner Date 2021-03-15 Time 15:25 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2020-12-30 Cont ID  
Sent By fmittner Date 2020-12-30 Time 11:28 Rev Time 0.00
Received By fmittner Date 2020-12-30 Time 11:28 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status F Date 2020-08-10 Cont ID  
Sent By fmittner Date 2020-08-10 Time 13:18 Rev Time 0.00
Received By fmittner Date 2020-08-10 Time 13:18 Sent To  
Notes
2020-08-10 13:19:26PROPERTY IN HISTORIC DISTRICT. EXTERIOR FINISH TO
 REMAIN AS IS NOT BE STUCCOED OVER.
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-04-13 Cont ID  
Sent By cthroop Date 2021-04-13 Time 08:47 Rev Time 0.00
Received By cthroop Date 2021-03-22 Time 16:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2021-03-15 Cont ID  
Sent By lmarchan Date 2021-03-15 Time 15:43 Rev Time 0.00
Received By lmarchan Date 2021-02-11 Time 14:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2021-01-04 Cont ID  
Sent By lcrespo Date 2021-01-04 Time 10:30 Rev Time 0.00
Received By shill Date 2020-12-01 Time 17:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-09-05 Cont ID  
Sent By fgiaquin Date 2020-09-05 Time 21:47 Rev Time 0.00
Received By fgiaquin Date 2020-08-04 Time 16:27 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2021-05-07 Cont ID  
Sent By lmarchan Date 2021-05-07 Time 17:26 Rev Time 0.00
Received By lmarchan Date 2021-05-07 Time 17:26 Sent To  
Notes
2021-05-07 17:26:25NO IMPACT FEES DUE
2021-04-30 10:56:1504/30/21 EMAILED PBC IMPACT FEES OFFICE - QUESTIONNAIRE
 UPLOADED IN PROJECTDOX. CC
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-09-01 Cont ID  
Sent By jwitmer Date 2020-09-01 Time 16:42 Rev Time  
Received By jwitmer Date 2020-09-01 Time   Sent To  
Notes
2020-09-01 16:39:33IMPACT 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 3 Status P Date 2021-03-02 Cont ID  
Sent By medwards Date 2021-03-02 Time 13:55 Rev Time 0.00
Received By medwards Date 2021-03-02 Time 13:55 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-12-16 Cont ID  
Sent By hmoser Date 2020-12-16 Time 14:53 Rev Time 0.00
Received By hmoser Date 2020-12-16 Time 14:53 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2020-08-31 Cont ID  
Sent By medwards Date 2020-08-31 Time 12:00 Rev Time 0.00
Received By medwards Date 2020-08-31 Time 10:14 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2021-02-27 Cont ID  
Sent By abelisle Date 2021-02-27 Time 12:45 Rev Time 0.00
Received By abelisle Date 2021-02-27 Time 11:58 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-12-21 Cont ID  
Sent By lcrespo Date 2020-12-21 Time 17:20 Rev Time 0.00
Received By lcrespo Date 2020-12-21 Time 17:20 Sent To  
Notes
2020-12-21 17:22:0012/21/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS, OR THEIR REPRESENTATIVES
 FROM THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL,
 STATE, AND NATIONAL CODES AND STANDARDS IN EFFECT AT
 THE TIME OF PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK
 OF EVERY ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-08-21 Cont ID  
Sent By tklarge Date 2020-08-21 Time 06:12 Rev Time 0.00
Received By tklarge Date 2020-08-20 Time 06:00 Sent To  
Notes
2020-08-20 12:54:351) THE PLUMBING SHEETS AND ARCHITECTURAL PLANS DO NOT
 APPEAR HAVE A DIGITAL SIGNATURE OR SEAL IN ACCORDANCE
 WITH FL. ADMIN. CODE RULE 61G15-23.004, 61G15-23.005.
 2) WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,
 URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD,
 NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4
 FEET ABOVE THE FLOOR AND EXCEPT FOR STRUCTURAL
 ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF
 A TYPE THAT IS NOT ADVERSELY AFFECTED BY
 MOISTURE.FBC-BUILDING SEC. 1210.2.2. SHT. A-4 SHOWS
 THESE AREAS TO BE PAINTED DRYWALL. THIS IS NOT
 ACCEPTABLE AND DOES NOT COMPLY WITH THE CODE EVEN IF AN
 EPOXY TYPE PAINT IS USED.
 3) SHT. LS-1 - "CODES" BOX - THERE IS LANGUAGE THAT
 REFERS TO MIAMI-DADE ADMIN. AMENDMENTS. REMOVE THIS
 VERBIAGE AS IT IS NOT APPLICABLE.THE CITY OF WEST PALM
 BEACH ADMIN. AMENDMENTS TO THE FBC HAVE BEEN ADOPTED IN
 THIS MUNICIPALITY. THE NOTE ALSO REFERS TO THE 2010
 FLORIDA ACCESSIBILITY CODE. THE 2017 FBC-ACCESSIBILITY
 VOLUME IS THE CODE IN EFFECT. CORRECT THE NOTE.
 4) SHT. P-1 - PLUMBING NOTES - NOTE #4 REFERS TO AIR
 CHAMBERS. AIR CHAMBERS ARE NOT PERMITTED. FBC-PLUMBING
 SEC. 604.9.
 5) SHT. P-1 - PLUMBING NOTES - NOTE #10 - INSULATION
 INSTALLED ON THE HOT WATER LINE SHALL HAVE A MINIMUM
 WALL THICKNESS OF 1 INCH PER FBC-ENERGY TTABLE
 C403.2.10.
 6) SHT. P-1 - PLUMBING NOTES - NOTE #21 - TEMPERATURE
 LIMITING DEVICES SHALL COMPLY WITH ASSE 1070.
 FBC-PLUMBING SEC.607.1.2.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2021-03-23 Cont ID  
Sent By jwitmer Date 2021-03-23 Time 10:14 Rev Time 0.00
Received By jwitmer Date 2021-03-23 Time 09:29 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2021-03-02 Cont ID  
Sent By medwards Date 2021-03-02 Time 14:02 Rev Time 0.00
Received By medwards Date 2021-03-02 Time 14:02 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-12-16 Cont ID  
Sent By hmoser Date 2020-12-16 Time 14:53 Rev Time 0.00
Received By hmoser Date 2020-12-16 Time 14:53 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-08-31 Cont ID  
Sent By medwards Date 2020-08-31 Time 12:10 Rev Time 0.00
Received By medwards Date 2020-08-31 Time 12:00 Sent To  
Notes
2020-08-31 12:13:22ENGINEERS MUST HAVE THE PROPER THIRD PARTY
 VERIFICATION. SHEETS E-1; M-1; M-2; M-3 MUST HAVE THE
 PROPER THIRD PARTY VERIFICATION.
 PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET OF PLAN
 IS REQUIRED TO BE SIGNED AND SEALED BY THE PERSON
 RESPONSIBLE FOR THE DESIGN. A DIGITAL PLAN REQUIRES A
 DIGITAL SIGNATURE WITH THE PROPER THIRD PARTY
 VERIFICATION. PROVIDE CORRECTION. ALTERNATIVELY, A
 SIGNED/SEALED PAPER SET MAY BE SUPPLIED TO THE BUILDING
 DEPARTMENT WHEN ALL TRADES ARE APPROVED. WPB FBC 107.1;
 FS 471/481
Review Stop Z ZONING
Rev No 4 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By aaponte Date 2021-04-12 Time 12:54 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2021-02-25 Cont ID  
Sent By elevesqu Date 2021-02-25 Time 12:12 Rev Time 0.00
Received By elevesqu Date 2021-02-25 Time 12:12 Sent To  
Notes
2021-02-25 12:13:26ACCESS EASEMENT FOR EAST DOOR ENTRANCE WITHIN
 "SUBCULTURE" CITY OWNED ROW ADOPTED BY CC ON FEB 22
 2021
  
 DOOR WILL HAVE TO BE APPROVED THROUGH SEPARATE PERMIT
 AS THIS PERMIT PACKAGE DOES NOT INCLUDE IT
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
Review Stop Z ZONING
Rev No 2 Status P Date 2020-12-30 Cont ID  
Sent By elevesqu Date 2020-12-30 Time 09:38 Rev Time 0.00
Received By elevesqu Date 2020-12-30 Time 09:38 Sent To  
Notes
2020-12-30 09:38:32PROVISO: AN ACCESS EASEMENT FOR THE DOORWAY ONTO THE
 CITY ALLEY SHALL BE RECORDED PRIOR TO CC
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2020-08-20 Cont ID  
Sent By elevesqu Date 2020-08-20 Time 10:52 Rev Time 0.00
Received By elevesqu Date 2020-08-10 Time 14:42 Sent To  
Notes
2020-08-20 10:54:271. PLEASE SUBMIT SIGNED AND SEALED SURVEY, NOT LOCATION
 SKETCH
 2. PLEASE PROVIDE SITE PLAN THAT SHOWS ALL PROPOSED
 ELEMENTS INCLUDING DOOR LOCATIONS, CONCRETE PADS,
 BOLLARDS AND OTHER PROPOSED EXTERIOR MODIFICATIONS.
 SUBMITTED SITE PLAN DOES NOT INDICATE DOORWAY ALONG
 NORTH FA?ADE OR CONCRETE PAD AND BOLLARDS
 3. BOLLARDS IN ALLEYWAY ? WITHIN PRIVATE PROPERTY BUT
 ARE THESE OKAY?
 4. PLEASE SUBMIT AN EXISTING SITE PLAN TO INCLUDE
 EXISTING LANDSCAPE AREA AND PAVER AREA
 5. ZONING DATA LISTED AS NWD-12 - INCORRECT. ZONING IS
 CWD-CD- THOUGH IT IS WITHIN A HISTORIC DISTRICT (500
 BLOCK OF CLEMATIS). PLEASE UPDATE SITE DATA TO REFLECT
 CWD-CD REGULATIONS (SIDE INTERIOR SETBACK INCORRECT,
 MAX. HEIGHT INCORRECT, ETC)
 6. SEE HISTORIC COMMENT REGARDING EXTERIOR MODIFICATION
 AND ANY ADDITIONAL HISTORIC COMMENTS - STUCCO NOT
 PERMITTED PER HISTORIC (TALK TO FRIEDERIKE MITTNER)
 7. ONE FOOT GRADE DIFFERENCE BETWEEN ALLEY AND ENTRANCE
 ON NORTH (ALLEY ) FA?ADE ? NOT CLEAR HOW ELEVATION
 CHANGE IS BEING HANDLED. IS THIS AN ADA ACCESS? PLEASE
 CLARIFY AND ILLUSTRATE METHOD OF GRADE CHANGE ON SITE
 PLAN AND THROUGH EXHIBITS
 8. PREVIOUS CONVERSATIONS BETWEEN ANA MARIA APONTE,
 CITY URBAN DESIGNER, AND PROPERTY OWNER DISCUSSED THE
 INCLUSION OF WINDOW OPENINGS ALONG THE EAST FACADE,
 ALONG THE PASSAGEWAY. STAFF RECOMMENDS APPLICANT
 WORKING WITH STAFF TO HAVE WINDOWS ALONG THIS FA?ADE.
 9. DOORWAY INTO CITY PASSAGEWAY CANNOT GO MORE THAN 18?
 INTO CITY OWNED PROPERTY (CURRENTLY 3? INTO ALLEY)
 10. AN ACCESS AGREEMENT WILL BE NECESSARY FOR THE DOOR
 EXIT ONTO THE PASSAGEWAY, AS THE PASSAGEWAY IS OFF
 PROPERTY. ACCESS AGREEMENT WILL BE BETWEEN THE CITY OF
 WPB AND THE PROPERTY OWNER AND REQUIRE CITY COMMISSION
 APPROVAL
 11. IS THE WOOD FENCED PROPOSED TO REMAIN? PLEASE
 INDICATE IF EXISTING FENCE AND GATE AT WEST SIDE OF
 PROPERTY WILL REMAIN OR INDICATE IF REMOVE OR REPLACED
 (SHEET E-1 INDICATES FUTURE GATE MOTOR). IF REPLACED, A
 SEPARATE FENCE PERMIT WILL BE REQUIRED. IF BEING
 REMOVED, THE GROUND MOUNTED AC UNITS SHALL BE SCREENED
 WITH LANDSCAPE HEDGE.
 12. PLEASE DIFFERENTIATE LINE COLOR/WIDTH BETWEEN
 PROPERTY LINE AND STRUCTURE OUTLINE
 13. EXISTING BACKFLOW PREVENTERS ON NORTH FACADE
 (ALLEY) ? WATER PLAN SHOWS A TIE IN TO ONE OF THESE.
 ARE THE OTHERS BEING REMOVED? PLEASE INDICATE ON DEMO
 PLANS IF SO. REMOVE IF NOT BEING USED
 14. THERE IS AN EXISTING LARGE SERVICE BOX IN THE
 PASSAGEWAY ON THE EAST FACADE THAT APPEARS TO HAVE ONCE
 SERVED THIS STRUCTURE, BUT DOESN?T APPEAR TO CONNECT IN
 THE ELECTRIC PLAN. IS THIS BEING UTILIZIED? PLEASE
 INDICATE ON DEMO PLANS IF SO. SHALL BE REMOVED IF NOT
 BEING USED
 15. PLEASE CLEAN/PAINT THE WALL OF THE WEST FA?ADE
 ALONG THE SOUTH COURTYARD, THAT CONTAINS THE EXISTING
 METAL GATE TO THE PASSAGEWAY AS THE DOOR SILL IS BEING
 REPLACED TO BE FLUSH WITH THE PASSAGEWAY
 16. PLEASE INDICATE ALL NEW FEATURES ON PROPOSED
 ELEVATIONS (E.G. THE MODIFICATION TO THE EXISTING DOOR
 SILL OF THE METAL GATE TO THE ALLEY)
 17. PLEASE PROVIDE EXISTING ELEVATIONS - INDICATE
 DEMOLITION OF EXISTING FEATURES ON THESE ELEVATIONS
 (NOT ON PROPOSED ELEVATIONS)
 18. SHEET E1 INDICATES A TIMER FOR THE EXTERIOR
 LIGHTING. PLEASE NOTE THAT ALL BUILDINGS SHALL PROVIDE
 EXTERIOR LIGHTING EVERY NIGHT FROM DUSK TO DAWN TO
 ILLUMINATE BUILDING ENTRANCES, ADJACENT PATHS. THE
 PASSAGEWAY LEADING TO THE EAST ENTRANCE, AND THE
 COURTYARD, AND ALLEY ENTRANCE SHALL BE ILLUMINATED FROM
 DUSK TO DAWN. PLEASE INDICATE THE PROPOSED LIGHTING
 TIME ON SHEET E1 FOR THESE PROPOSED LIGHT FIXTURES. THE
 PASSAGEWAY AND ALLEY SHALL BE ILLUMINATED AT A MINIMUM
 OF 0.L6 FOOT CANDLE ? MORE SCONCES SHALL BE ADDED IF
 NECESSARY.
 19. PLEASE INCLUDE SPEC OF PROPOSED WALL SCONCE ?
 UNSHIELDED LIGHTS ARE NOT PERMITTED
 20. PLEASE CONTACT PUBLIC WORKS TO SET UP OR UPGRADE
 ACCOUNT FOR SANITATION SERVICE AS A SHARED ASSET
 ACCOUNT. FOR ANY SHARED ASSET CUSTOMER PUBLIC WORKS
 WILL DETERMINE THE RATE AS IT VARIES DEPENDING ON
 DIFFERENT FACTORS (I.E. TYPE OF BUSINESS, SQ. FT. OF
 THEIR BUILDING).
  
  
  
  
 LIZ LEVESQUE, URBAN DESIGN PLANNER
 561 822 1426
 [email protected]


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