Plan Review Details - Permit 20020370
Plan Review Stops For Permit 20020370
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-02-18 Cont ID  
Sent By jwitmer Date 2020-02-18 Time 14:39 Rev Time 0.00
Received By jwitmer Date 2020-02-18 Time 14:38 Sent To  
Notes
2020-02-18 14:39:34ASBESTOS COMMERCIAL. 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 1 Status F Date 2020-02-19 Cont ID  
Sent By jwitmer Date 2020-02-19 Time 13:07 Rev Time 0.00
Received By jwitmer Date 2020-02-18 Time 14:39 Sent To  
Notes
2020-02-19 13:07:122017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20020370
 ADD: 416 CLEMATIS ST.
 CONT: GM CONSTRUCTION
 TEL: 561-742-3200
 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: WED. FEB. 19TH/ 2020
 ACTION: DENIED
  
 1) DISCREPANCY IN PLANS SHEET A-3 DETAIL # 2 IS FOR A 1
 HOUR FIRE RATED WALL. THIS DETAIL SHOWS A 20 FT. PLUS
 25 GAUGE 3 5/8 INCH STEEL STUD WHEREAS THE STRUCTURAL
 SHEET S100 DETAIL # 6 SHOWS STRUCTURAL STEEL STUD
 400S200-43 AND PLATFORM CONSTRUCTION WITH THE 2ND FLOOR
 FRAMING AND FLOOR SHEATHING. THIS PLAN DOES NOT SHOW
 THE 2ND FLOOR WALL OF THE STAIRWELL NOR A FIRE RATING
 OR ANY FIRE RATED DRYWALL. THE STRUCTURAL DETAIL ALSO
 INDICATES THERE TO BE A LAYER OF 5/8 INCH APA PLYWOOD
 TO BE APPLIED TO BOTH SIDES OF THE STRUCTURAL STEEL
 STUD CREATING THE STAIRWELL TO THE 2ND FLOOR.
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1 ADMINISTRATIVE CODE SECTION 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED. DISCREPANCY IN
 PLANS.
 2017 FBC-B SECTION 1023.2. CONSTRUCTION. ENCLOSURES FOR
 INTERIOR EXIT STAIRWAYS SHALL BE CONSTRUCTED AS FIRE
 BARRIERS IN ACCORDANCE WITH SECTION 707 OF THE FBC-B.
 THE FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR FOR
 A 2 STORY BUILDING. PLEASE PROVIDE THE UL FIRE RATING
 FOR THE ASSEMBLY INCLUDING THE 5/8 INCH PLYWOOD
 SUB-SHEATHING AND OR GYPSUM ASSOCIATION LISTING.
  
 2) THE HEIGHT OF THE 2ND FLOOR IS NOT GIVEN NEITHER THE
 TOP ROUGH FRAMING HEIGHT, NOR FLOOR FINISH ON THE A1
 SHEET, A2 SHEET, THE INSET STAIR DETAIL FOUND ON SHEET
 A1 REFERENCES SEE THE STRUCTURAL SHEET S100. THE
 STRUCTURAL SHEET S100 DOES NOT PROVIDE AT WHAT HEIGHT
 THE FINISH FLOOR IS OR THE TOP OF THE STEEL FLOOR
 JOIST.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 3) SHEET A1 DETAIL FOR TYPICAL STAIR SECTION IS NOT
 DRAWN FOR THIS APPLICATION, THERE IS A MID-LANDING
 SHOWN IN THE TYPICAL DETAIL WHEREAS BOTH THE
 ARCHITECTURAL AND STRUCTURAL FLOOR PLAN DOES NOT SHOW A
 MID-LANDING AND EITHER A 90 DEGREE OR 180 DEGREE TURN
 AT THE MID-LANDING. THE SHEET A-1 STAIR DETAIL DOES NOT
 GIVE THE RISE NOR RUN FOR RISER AND TREAD (FBC-B
 1011.5.2 RISER HEIGHT AND TREAD DEPTH) DOES THE PLAN
 STATE THE TREAD IS TO BE 2 INCH CONCRETE SLAB ON STEEL
 PAN WHEREAS THE SHEET S100 DETAIL # 6 INDICATES THE
 STAIR TREAD TO BE A 2X12, AGAIN DISCREPANCY IN PLANS.
 THE ARCHITECTURAL PLAN SHOWS A STEEL STAIR CARRIAGE
 WHEREAS THE STRUCTURAL PLAN DETAIL # 6 SHOWS THE 2X12
 TREADS ANCHORED WITH 4X4 STEEL ANGLE SUPPORTS BENEATH
 THE TREAD ANCHORED INTO THE VERTICAL FRAMING MEMBERS,
 AGAIN DISCREPANCY BETWEEN THE 2 PLANS.
  
 4A) SHEET A-1 THE FLOOR PLAN SHOWS BENEATH THE
 STAIRWELL A NEW AHU-2 UNIT. THE WALLS AROUND THE
 STAIRWELL ARE SHOWN AS WALL TYPE G A ONE-HOUR FIRE
 RATED WALL, BUT THERE IS NO MENTION AS TO THE FIRE
 RATING OF THE CEILING UNDER THE STAIRWELL. SEE 2017
 FBC-B 1011.7.3 ENCLOSURES UNDER STAIRWAYS.
  
 4B) SHEET M-1 SHOWS A AHU-2 AIR HANDLER UNDER THE FIRE
 RATED STAIRS, WHICH REQUIRES A 1 HOUR FIRE RATED WALLS
 (2017 FBC-B 1011.7.3) AND FIRE DAMPERS IN COMPLIANCE
 WITH (2017 FBC-B 717.3.2.1).
  
 5) SHEET A-1 DOOR # 15 INSWING DOOR IT APPEARS THERE
 MAY NOT BE 18 INCHES ON THE LATCH SIDE OF THE DOOR. THE
 PLANS WILL NEED TO SHOW COMPLIANCE WITH THE 2017
 ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES. FIGURE
 404.2.4.1(A). DOORS. MINIMUM MANEUVERING CLEARANCES AT
 DOORS AND GATES SHALL COMPLY WITH 404.2.4. MANEUVERING
 CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY
 AND THE REQUIRED LATCH SIDE FOR SIDE CLEARANCE.
  
 6A) SHEET A-1 IN LAB ROOM 114 THERE IS A DETAIL 2/A-2.
 THE LAB SINK IS AT 36 INCHES IN HEIGHT. PLEASE REVIEW
 THE 2017 FBC-ACCESSIBILITY CODE CHARGING SECTION 212.3.
 SINKS. WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT,
 BUT NOT FEWER THAN ONE, OF EACH TYPE PROVIDED IN EACH
 ACCESSIBLE ROOM OR SPACE SHALL COMPLY WITH 606.
  
 6B) 2017 FBC-ACCESSIBILITY CODE 606.2 CLEAR FLOOR
 SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305,
 POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE
 CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.
 EXCEPTIONS:
 1.A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE
 PERMITTED TO A KITCHEN SINK, IN A SPACE WHERE A COOK
 TOP OR CONVENTIONAL RANGE IS NOT PROVIDED, AND TO WET
 BARS.
  
 6C) 2017 FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT.
 LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT
 OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 6D) 2017 FBC-ACCESSIBILITY CODE 606.4 FAUCETS. CONTROLS
 FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED
 METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS
 MINIMUM.
  
 6E) 2017 FBC-ACCESSIBILITY CODE 606.5 EXPOSED PIPES AND
 SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES
 AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO
 PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR
 ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.
  
 7) SHEET A-1 INDICATES THERE WILL BE AN EXCHANGE OF
 DRINKING FOUNTAINS A SINGLE FOUNTAIN FOR A HIGH/ LOW
 ADA DRINKING FOUNTAIN. THERE IS NO SECTION OR DETAIL
 THROUGH THIS AREA NOR MENTION OF COMPLIANCE WITH THE
 2017 FBC-ACCESSIBILITY CODE FOR PROTRUDING OBJECTS SEE
 THE ACCESS. CODE 307.2. THE CONCERN IS WITH THE HIGH
 SIDE DRINKING FOUNTAIN, THE BOTTOM OF THE DRINKING
 FOUNTAIN MAYBE HIGHER THAN THE LEADING EDGE A MAXIMUM
 ALLOWABLE 27 INCHES FROM FINISH FLOOR. SEE FIGURE
 307.2.
  
 8) SHEET A1 AND A2 SHOW DIFFERENT FIRE AREAS. SHEET A-1
 SHOWS A MERCANTILE OCCUPANCY ON THE 1ST FLOOR WHEREAS
 THE 2ND FLOOR SHOWS A PROPOSED BUSINESS OCCUPANCY.
 SHEET A-3 DETAIL # 1 SHOWS THE FLOOR CEILING ASSEMBLY
 WITHOUT ANY HORIZONTAL FIRE BARRIER AS REQUIRED BY THE
 2017 FBC-B TABLE 707.3.10. THE TABLE INDICATES FOR
 MERCANTILE/ BUSINESS A MIXED OCCUPANCY A 2 HOUR FIRE
 BARRIER WOULD BE REQUIRED.
  
 8A) IN THIS SET OF PLANS 1ST REVIEW THERE ARE NO
 REFLECTIVE CEILING PLANS. 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATIVE CODE SECTION:
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS. THE
 EXAMINATION OF THE DOCUMENTS BY
 THE BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING
 MINIMUM CRITERIA AND DOCUMENTS: A FLOOR PLAN;
 REFLECTIVE CEILING PLAN, FLOOR CEILING PLAN,?
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 (8) FLOOR SYSTEMS
  
 8B) THE M-1 MECHANICAL PLAN SHOWS THE 1ST FLOOR TRUNK
 LINES THAT RUN 90 DEGREES TO THE STEEL FLOOR JOIST, ARE
 THESE TRUNK LINES BELOW THE FIRE RATED 1ST FLOOR
 CEILING? THERE ARE NO CUT SECTIONS THROUGH THE BUILDING
 SHOWING THE LOCATION OF THIS SYSTEM. IF THE A/C TRUNK
 LINES ARE ABOVE THE REQUIRED 2 HOUR FIRE RATED CEILING
 THEN ALL PENETRATIONS OF THE RATED CEILING WILL NEED
 CEILING RADIATE DAMPERS. 2017 FBC-B 717.3.3.4.
  
 8C) THE SAME SITUATION OCCURS IN THE 1ST FLOOR CEILING
 OF NOVEAU HEALTH AND WELLNESS THE ELECTRICAL SHEET E-2
 SHOWS 6 INCH DOWN LIGHTS PENETRATING THE 2 HOUR FIRE
 RATED CEILING, PLEASE SHOW HOW COMPLIANCE WILL BE MET
 FOR SECTION FBC-B 714.4.
  
 9) NOTE NO ACTION REQUIRED. COMPONENTS AND CLADDING
 PRESSURES FOR WALL ZONES 4 & 5 IN VASD ARE GOOD.
  
 10) COMPONENTS AND CLADDING REQUIRES COMPLIANCE WITH
 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
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, WALL LOUVERS,
 (G) PRE-ENGINEERED A/C STANDS
  
 11) IDENTIFY GLAZING/ MULLIONS. THE SUBMITTED PRODUCT
 APPROVALS THE ELEMENTS LISTED BELOW ARE NOT IDENTIFIED.
 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.
  
 12) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 13) THE ROOF TOP A/C STAND PRODUCT APPROVAL A
 MIAMI-DADE NOA # 17-1218.02 WAS SUBMITTED, NOT REVIEWED
 BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 14) 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 (COMPONENT & CLADDING
 PRODUCT APPROVALS) 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.
  
 15) SHEET S-100:
 PLAN ORIENTATION TO NORTH. THE LEFT SIDE OF THE PLAN
 FRONT OF BUILDING IS NORTH, TOP OF PLAN IS EAST, THE
 RIGHT HAND SIDE OF THE PLAN IS SOUTH AND THE BOTTOM OF
 THE PLAN IS WEST. IN THE
  
 15A) SHEET S-100 INDICATES COLUMN TYPE C-1. SECTION 7
 SHOWS THE REQUIREMENT TO WELD BOTH TOP AND BOTTOM
 PLATES TO THE HSS 4X4X ? INCH STEEL COLUMN. THERE IS A
 SECOND DETAIL B THAT REQUIRES A BUILT UP BEAM TO BE
 WELDED TO THE COLUMN. THERE IS NO WELDING MARKINGS
 INDICATING THE TYPE OF WELD, THICKNESS OF WELD, AND
 LENGTH OF WELDS. 2017 FBC-B 2204.1.
  
 15B) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION. IN ACCORDANCE WITH THE AMERICAN WELDING
 SOCIETY.
 2017 FBC-B 2204.1 WELDING. AMERICAN WELDING SOCIETY AWS
 B2.1 SPECIFICATIONS FOR WELDING PROCEDURES AND
 PERFORMANCE QUALIFICATIONS. WELDS WILL NEED TO BE
 REVIEWED BY AN INDEPENDENT 3RD PARTY AGENCY.
 2017 FBC-B 2204.2 BOLTING.
 IF THERE IS ANY QUESTIONS ABOUT THE CODE REQUIREMENTS
 FOR THIS SECTION, PLEASE CONTACT THE CHIEF BUILDING
 INSPECTOR KEN CONRAD AT 561-805-6666. THANK YOU.
  
 15C) AS STATED IN COMMENT # 2 THERE IS NO HEIGHT GIVEN
 FOR THE TOP OF THE 2ND FLOOR, FLOOR JOIST OR THE HEIGHT
 OF THE FINISH FLOOR. THERE ARE DETAILS 1-7, B & C BUT
 NONE OF THESE DETAILS PROVIDE THE 2ND FLOOR FINISH
 FLOOR OR TOP OF JOIST ELEVATION. THIS WILL BE CRITICAL
 TO BE ABLE TO DETERMINE THE PROPOSED HEIGHTS OF THE
 STEEL STUD LOAD BEARING WALLS AS WE LL AS THE HEIGHTS
 OF THE C1 COLUMN TYPES. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 15D) IN THE DETAIL B THERE IS A JOIST THAT APPEARS TO
 RUN NORTH TO SOUTH AND THE JOIST ATTACHES TO THE EMBED
 PLATE AT 16 AND THE OTHER END TO THE COLUMN C1. THIS
 SITUATION IT WOULD APPEAR HAPPENS TWICE, AT EACH OF THE
 C-1 COLUMNS. THERE IS NO JOIST SIZE AT THE DETAIL B NOR
 ON THE JOIST LAYOUT PLAN. THE 2ND ISSUE WITH THIS
 DETAIL THERE IS NO CONNECTION INFORMATION, IS THE
 CONNECTION A WELD, BOLT AND OR SELF DRILLING SCREW?
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED.
  
 15E) QUESTION, AS TO WHAT TYPE OF FRAMING IS OVER THE
 NORTH STOREFRONT WINDOW/ DOOR SYSTEM, IS THERE JUST A
 SINGLE FJ3 CEILING JOIST OR IS THERE A BOX BEAM
 (LINTEL) TO HELP TRANSFER THE WIND LOADS THAT ARE BEING
 TRANSFERRED INTO THE FRAMING MEMBER ABOVE, PART OF THE
 MWFRS (MAIN WIND FORCE RESISTING SYSTEM). THE NOTE IN
 DETAIL MAKES IT SOUND AS IF THE BEAM AND COLUMN ARE TO
 BE WELDED TOGETHER? 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 15F) IN DETAIL C THE TOP OF THE CEILING JOIST IS AT
 ELEVATION 8 FEET 9 ? INCHES, THE STRUCTURAL FRAMING
 MEMBER IS 8 INCHES IN HEIGHT, BOTTOM OF JOIST IS 8 FEET
 1 ? ABOVE THE FINISH FLOOR. THE PLAN CALLS OUT FOR THE
 ATTACHMENT OF 5/8 INCH THICK PLYWOOD AND THEN AND THEN
 STUCCO. THERE IS NO MENTION IN EITHER THE ARCHITECTS
 PLAN NOR THE SHEET S-100 THE REQUIREMENTS FOR
 PROTECTING OF THE PLYWOOD (WATER-RESISTIVE BARRIER
 FBC-B 2510.6), NOR THE LATHING AND FURRING FOR WIRE
 LATH 2510.3 AND ASTM C 1063 REQUIREMENTS.
  
 15G) THE SHEET S-100 IS SILENT AS TO THE VERTICAL
 FRAMING MEMBERS, MULLIONS FOR THE WINDOW WALL SYSTEM
 AND EXTERIOR DOORS. WHICH DESIGN PROFESSIONAL IS GOING
 TO TAKE THE RESPONSIBILITY FOR REVIEWING THE COMPONENTS
 AND CLADDING THAT ARE GOING TO BE ANCHORED TO THE NEW
 STEEL FRAMING MEMBERS? THE STRUCTURAL ENGINEER OR THE
 DESIGNER OF RECORD?
 W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 16) IMPACT FEES- PAPER SUBMITTALS. PLANS REQUIRE REVIEW
 BY THE PBC IMPACT FEE OFFICE. CALL (561) 233-5025. UPON
 APPROVAL, YOU MAY CHECK OUT ONE PLAN SET AND TAKE TO
 THAT OFFICE FOR REVIEW. PLEASE RETURNED STAMPED AND
 WITH A COPY OF THE RECEIPT AS APPLICABLE. PLEASE
 PROVIDE THE MUNICIPAL IMPACT FEE QUESTIONNAIRE FORM TO
 THE PBC IMPACT FEE OFFICE. THE FORM CAN BE FOUND AT:
 HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPAC
 TFEES/FORMS/QUESTIONNAIRE.PDF
  
 17) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 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.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-03-09 Cont ID  
Sent By jpearson Date 2020-03-09 Time 10:44 Rev Time 0.00
Received By jpearson Date 2020-03-09 Time 07:43 Sent To  
Notes
2020-03-09 10:43:39CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. NEW PANEL A IS SHOWN AS A 100 AMP PANEL FED WITH #3
 WIRE. THE LOAD ON THIS PANEL IS SHOWN AS 132 AMPS. THE
 PANEL AND THE WIRE FEEDING IT ARE UNDERSIZED FOR THIS
 LOAD. PROVIDE CORRECTION. NEC 215.2, 310.15, 408.30
 2. NEW PANEL C IS SHOWN AS A 100 AMP PANEL FED WITH #3
 WIRE. THE LOAD ON THIS PANEL FOR B PHASE IS SHOWN AS
 143 AMPS. THE PANEL AND THE WIRE FEEDING IT ARE
 UNDERSIZED FOR THIS LOAD. PROVIDE CORRECTION. NEC
 215.2, 310.15, 408.30
 3. LOAD FOR PANEL LP1 DOES NOT APPEAR TO INCLUDE THE
 LOAD FOR PANEL LP2, WHICH IS SHOWN AS BEING FED FROM
 PANEL LP1. PROVIDE CLARIFICATION AND/OR CORRECTIONS.
 NEC 215.2, 310.15, 408.30
 4. THE EXISTING SERVICE DISCONNECT IS SHOWN AS A 400
 AMP SERVICE. THE LOAD PROPOSED WOULD EXCEED THE
 CAPACITY OF THIS SERVICE. PROVIDE CORRECTION. NEC
 215.2, 310.15, 408.30
 5. SPECIFY WIRE SIZE OF EXISTING FEEDERS TO CONFIRM
 CODE COMPLIANCE. WPB FBC 107.2.1; NEC 215.2, 310.15
 6. INDICATE ON PLAN WHICH AREAS ARE TO BE WIRED PER NEC
 517.13.
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, PROVIDE A RESPONSE LETTER ADDRESSING EACH
 ITEM ALONG WITH THE CITY RESUBMITTAL FORM.
 ADDITIONALLY, INSERT CORRECTED PAGES INTO THE ORIGINAL
 SUBMITTAL AND REMOVE THE PREVIOUSLY REVIEWED SHEETS.
 ONE COPY OF THE PREVIOUSLY REVIEWED SHEETS SHOULD
 REMAIN IN PACKAGE AND BE MARKED OLD SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
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Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-02-14 Cont ID  
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Received By pleduc Date 2020-02-14 Time 13:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-03-16 Cont ID  
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Received By spalmer Date 2020-02-10 Time 13:46 Sent To  
Notes
2020-02-11 13:46:55B20
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2020-02-19 Cont ID  
Sent By jwitmer Date 2020-02-19 Time 06:48 Rev Time 0.00
Received By jwitmer Date 2020-02-18 Time 14:39 Sent To  
Notes
2020-02-19 06:48:08IMPACT FEES- PAPER SUBMITTALS. NOTE AN ADDITIONAL 3152
 NEW SQUARE FEET TO THE 2ND FLOOR (INFILL). PLANS
 REQUIRE REVIEW BY THE PBC IMPACT FEE OFFICE. CALL (561)
 233-5025. UPON APPROVAL, YOU MAY CHECK OUT ONE PLAN SET
 AND TAKE TO THAT OFFICE FOR REVIEW. PLEASE RETURNED
 STAMPED AND WITH A COPY OF THE RECEIPT AS APPLICABLE.
 PLEASE PROVIDE THE MUNICIPAL IMPACT FEE QUESTIONNAIRE
 FORM TO THE PBC IMPACT FEE OFFICE. THE FORM CAN BE
 FOUND AT:
 HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRATION/PDF/IMPAC
 TFEES/FORMS/QUESTIONNAIRE.PDF
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-02-20 Cont ID  
Sent By ccole Date 2020-02-20 Time 09:33 Rev Time 0.00
Received By ccole Date 2020-02-19 Time 16:39 Sent To  
Notes
2020-02-20 10:02:021ST REVIEW FBC-2017 MECHANICAL
 PERMIT #20020370
 2/20/20
  
 CODES IN EFFECT:
  
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M1: REFER TO THE BUILDING REVIEW COMMENTS.
 THERE ARE MISSING ARCHITECTURAL AND LIFE SAFETY PLAN
 DETAILS THAT WILL EFFECT THE NEW AC DUCT PLANS. BASED
 ON THE CURRENT PLANS AND THE COMMENTS IT APPEARS THAT
 FIRE DAMPERS ARE MSSING FROM THE DUCT PENETRATIONS AT
 THE FIRE-RATED STAIRWELL WALLS, AND FOR ALL ALL THE
 SUPPLY DIFFUSER PENETRATIONS OF THE FIRE-RATED
 FLOOR/CEILING ASSEMBLY- SEE SECTION 607.5.2 & 607.6.1.
 IT WOULD BE HELPFUL TO PROVIDE A REFLECTIVE CEILING
 PLAN AND A BUILDING SECTION CUT TO CLARIFY HIOW THE
 DUCTS WILL BE RUN THROUGHOUT THE FIRST FLOOR- SECTION
 107.2.1 WPB.
  
 2) M1: CLARIFY HOW AIR IS BEING RETURNED TO AHU-2-
 SECTION 601.6 FBC M. THERE DOESN'T APPEAR TO BE A MAIN
 RETURN GRILL IN THE STAIRWELL WALL OR DOOR. PLEASE NOTE
 THAT ANY OPENINGS IN THE WALL OR DOOR WOULD REQUIRE
 FIRE DAMPERS- SECTION 607.5.2.
  
 3) M1: THE PLAN SHOWS A NEW LAB WHICH MAY REQUIRE A
 DEDICATED EXHAUST VENTILATION SYSTEM. PLEASE SEE
 SECTION 510.1 FBC M AND PROVIDE A BRIEF NARREATIVE ON
 THE PLAN DESCRIBING THE WORK THAT WILL BE PERFORMED IN
 THE LAB, AND MATERIALS THAT WILL BE PROCESS AND/OR
 STORED THERE. FOR THE PURPOSES OF THE PROVISIONS OF
 SECTION 510, A LABORATORY SHALL BE DEFINED AS A
 FACILITY WHERE THE USE OF CHEMICALS IS RELATED TO
 TESTING, ANALYSIS, TEACHING, RESEARCH OR DEVELOPMENTAL
 ACTIVITIES. CHEMICALS ARE USED OR SYNTHESIZED ON A
 NONPRODUCTION BASIS, RATHER THAN IN A MANUFACTURING
 PROCESS.
  
 4) SHOW THE LOCATION OF THE NEW CONDENSER ON THE ROOF.
 PLEASE REFER TO BUILDING REVIEW COMMENT #13 ABOUT THE
 AC STAND AND SHOW COMPLIANCE.
  
 5) THE AC CALCULATIONS ARE LISTING THE PROJECT LOCATION
 AS PALM BEACH GARDENS- PLEASE CORRECT- SECTION C403.2.1
 FBC M.
  
 6) PROVIDE A PRODUCT DATA SUBMITTAL FOR THE MOTORIZED
 DAMPERS WITH REVIEW AND APPROVAL STAMP BY THE EOR-
 SECTION 107.2.1 WPB & SECTION C403.2.4.3 FBC EC. PLEASE
 NOTE THE SUBMITTAL MAY BE DEFERRED PER SECTION
 107.3.4.2 WPB.
  
 7) M1: ACCESS PANELS SHALL BE PROVIDED FOR THE
 MOTORIZED DAMPERS IF TO BE LOCATED ABOVE A DRYWALL
 CEILING- SECTION 306.1 FBC M.
  
 8) M1: PROVIDE A CONDENSATE DISPOSAL PLAN FOR THE AIR
 HANDLERS- SECTION 307.2.3 FBC M. PLEASE NOTE THAT
 COMNDESNATE SHALL NOT BE DISCHARGED INTO THE CITY
 ANITARY SYSTEM- SECTIOB
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
 CHRISTOPHER L. COLE
 MECHANICAL 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 2020-02-25 Cont ID  
Sent By jesmith Date 2020-02-25 Time 12:32 Rev Time 0.00
Received By jesmith Date 2020-02-25 Time 10:47 Sent To  
Notes
2020-02-25 12:31:14CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL
 MANUAL REVISED 2017
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION
 FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION
 FAC= FLORIDA ADMINISTRATIVE CODE
 FS = FLORIDA STATUTES
  
  
 1ST REVIEW
 PLUMBING COMMENTS: DENIED
  
 A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS
 REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW
 PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL
 PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST
 BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW
 APPROVAL.
  
 1. PLAN SHEET A-1 IN LAB ROOM 114 THERE IS A DETAIL
 2/A-2. THE LAB SINK IS AT 36 INCHES IN HEIGHT. PLEASE
 REVIEW THE 2017 FBC-ACCESSIBILITY CODE CHARGING SECTION
 212.3. SINKS. WHERE SINKS ARE PROVIDED, AT LEAST 5
 PERCENT, BUT NOT FEWER THAN ONE, OF EACH TYPE PROVIDED
 IN EACH ACCESSIBLE ROOM OR SPACE SHALL COMPLY WITH 606.
 THIS ALSO APPLIES TO ROOMS 107, 108 AND 110. ONE OF THE
 THREE ROOMS SHALL COMPLY. SHOW CLEAR FLOOR SPACES FOR
 EACH ACCESSIBLE SINK. THE CLEAR FLOOR OR GROUND SPACE
 SHALL BE 30 INCHES (760 MM) MINIMUM BY 48 INCHES (1220
 MM) MINIMUM AND COMPLY WITH FBC ACC SECTION 305. THE
 ACCESSIBLE SINKS SHALL BE INSTALLED WITH THE FRONT OF
 THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC ACC
 606.3,
 2. PLAN SHEET A-1 INDICATES THERE WILL BE AN EXCHANGE
 OF DRINKING FOUNTAINS A SINGLE FOUNTAIN FOR A HIGH/ LOW
 ADA DRINKING FOUNTAIN. PER WPB FBC 107.2.1, PROVIDE A
 DETAIL SHOWING COMPLIANCE WITH FBC ACC 307.2.
 3. PER WPB FBC 107.2.1, PROVIDE MANUFACTURER?S
 SPECIFICATIONS FOR THE TANKLESS WATER HEATER. PROVIDE
 CALCULATIONS FOR HOT WATER DEMAND PLACED ON WATER
 HEATER AND SHOW THAT THE WATER HEATER HAS THE CAPACITY
 TO MEET THE DEMAND. REFER TO FBC PL TABLE 404.3 FOR
 WATER SYSTEM DEMAND FOR THE FIXTURE.
 4. PER WPB FBC 107.2.1, ADD TO THE PLUMBING FIXTURE
 SCHEDE THE HIGH/LOW BARRIER FREE DRINKING FOUNTAIN
 NOTED ON PLAN SHEET A-1
 5. PER WPB FBC 107.2.1, PROVIDE SPECIFIC SPECIFICATION
 FOR SUMP DISCHARGE PIPE, VALVES AND FITTINGS. PIPE AND
 FITTINGS SHALL COMPLY WITH FBC PL 712.3.3, 712.3.3.1
 AND 712.3.3.2.
 6. PER FBC PL 712.2, PROVIDE A FULL OPEN VALVE ON THE
 DISCHARGE SIDE OF THE CHECK VALVE.
 7. PER WPB FBC 107.2.1, PROVIDE A NOTE AT THE POINT
 WHERE THE SUMP PUMPS DISCHARGE ENTERS THE BUILDING
 DRAIN STATING "DISCHARGE LINE SHALL CONNECT TO BUILDING
 DRAIN THROUGH A WYE INTO THE TOP OF THE DRAINAGE
 PIPING; SUCH WYE SHALL BE NOT LESS THAN TEN (10) PIPE
 DIAMETERS DOWNSTREAM OF THE WATER CLOSET CONNECTION AS
 REQUIRED BY FBC PL 712.3.5."
  
  
 END OF COMMENTS.
 PLEASE NOTE THAT 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
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.ALL PLANS TO BE SIGNED
 AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS.
  
  
  
 JERALD SMITH
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
 EMAIL [email protected]
 PHONE 561-805-6715
  
 20020370 416 CLEMATIS ST
Review Stop Z ZONING
Rev No 1 Status F Date 2020-03-16 Cont ID  
Sent By aaponte Date 2020-03-16 Time 16:27 Rev Time 0.00
Received By aaponte Date 2020-03-16 Time 16:26 Sent To  
Notes
2020-03-16 16:35:121. PLEASE PROVIDE A FULL ELEVATION OF THE CLEMATIS
 FRONTAGE TO SEE THE COMPOSITION OF TEH ENTIRE FACADE.
 2. PLEASE KEEP IN MIND THE WINDOWS CANNOT BE BLOCKED
 WITH BLINDS OR ANY OTHER ELEMENTS THAT OBSTRUCTS THE
 VIEW OF THE INSIDE OF THE STORE, THEREFORE, PLEASE
 LOCATE YOUR MOST PUBLIC AREAS ALONG THE STOREFRONT.
 3. PLEASE INCLUDE A NOTE ON EXTERIOR ELEVATION CLEARLY
 INDICATING TEH WINDOWS GLASS IS TRANSPARENT AND NOT
 DARK TINTED,
 4. ARE THERE ANY PROPOSAL FOR WINDOWS ON THE 2ND LEVEL?
 FOR ADDITIONAL INFORMAITON PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.


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