Plan Review Notes
Plan Review Notes For Permit 18100354
Permit Number 18100354
Review Stop B
Sequence Number 1
Notes
Date Text
2018-12-13 11:32:042017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18100354
 ADD: 3215 S DIXIE HWY
 CONT: TBD/ TO BE DETERMINED
 TEL: ????????????
 E-MAIL: CONTACT:
 [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: TUES. DEC. 11/ 2018
 ACTION: DENIED
  
  
 1) BEFORE A PERMIT CAN BE ISSUED EITHER A CERTIFIED
 BUILDING CONTRACTOR (CBC), A CERTIFIED GENERAL
 CONTRACTOR (CGC) OR A PALM BEACH COUNTY LICENSED
 CONTRACTOR WITH APPROPRIATE LICENSURE WILL NEED TO
 APPLY FOR PERMIT WITH QUALIFIER?S SIGNATURE ON THE
 PERMIT APPLICATION. 105.3.1 ACTION ON APPLICATION, 2017
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 2) THE PERMIT FEE WAS SCRATCHED THROUGH AND A NEW
 REDUCED VALUE WAS ASSIGNED TO THE PROJECT. THE
 CALCULATED VALUE OF THE PROJECT IS $961,934.00 DOLLARS
 IN VALUE.
 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.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST ON THE CONTRACTORS
 LETTER HEAD AND SUBTRACT THESE LINE ITEMS AND THEIR
 VALUE FROM THE OVERALL BUILDING VALUE STATED ON THE
 PERMIT APPLICATION FOR THIS PROJECT. THE REMAINING
 BALANCE WILL BE AFFECTIVELY THE VALUE OF THE BUILDING
 YOU WILL BE PAYING FOR THIS PERMIT. THE BUILDING
 DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR THE VALUE
 OF THESE SUB-PERMITS NOT COVERED UNDER THE PRIME OR
 MASTER PERMIT.
  
 3) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
 4) SHEET 01-CS-1 COVER SHEET. THE COVER SHEET BUILDING
 CODE INFO:
 4A) THE BUILDING CODE INFORMATION INDICATES THE
 OCCUPANCY TYPE AS A GROUP S-2 OCCUPANCY, IS THIS USE
 FOR STORAGE OF AUTOMOBILES OR IS THIS USEAGE FOR
 AUTOMOBILE REPAIR SHOP. THE LIFE SAFETY PLAN SHOWS A
 LOUNGE IN THIS BUILDING, IT WOULD APPEAR THIS MAYBE A
 MOTOR VEHICLE SHOWROOM WHICH WOULD MAKE THE OCCUPANCY
 TYPE BUSINESS, SEE 2017 FBC-B 304.1. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED TO DETERMINE
 OCCUPANCY TYPE.
 4B) LIST OF STRUCTURAL MATERIALS OF BUILDING. BUILDING
 CONSTRUCTION TYPE LISTED IS TYPE II-A. PLEASE REVIEW IN
 THE 2017 FBC-B TABLE 601, PRIMARY STRUCTURAL FRAME,
 THIS FRAMING MEMBER IS MISSING FROM THE STRUCTURAL
 ELEMENTS THIS WOULD BE FOR BOTH WALL AND ROOF FRAMING
 MEMBERS. FOR A TYPE II-A BUILDING 1 HOUR
 FIRE-RESISTANCE RATING IS REQUIRED FOR THIS BUILDING
 ELEMENT. THE STRUCTURAL MATERIALS LIST ALSO LIST ROOF
 SUPPORTING STRUCTURE/ UNPROTECTED. PLEASE REFER BACK TO
 TABLE 601 PRIMARY STRUCTURAL FRAME REQUIRES 1 HOUR FIRE
 RESISTANCE RATING WHEREAS UNDER THE HEADING ROOF
 CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS HOUR WITH
 FOOTNOTES B & C. PLEASE PROVIDE THE MEAN ROOF HEIGHT.
 PLEASE ALSO SEE FOOTNOTE (F) NOT LESS THAN THE
 FIRE-RESISTANCE RATING AS REFERENCED IN SECTION 704.10
 704.10 EXTERIOR STRUCTURAL MEMBERS. LOAD-BEARING
 STRUCTURAL MEMBERS LOCATED WITHIN THE EXTERIOR WALLS OR
 ON THE OUTSIDE OF A BUILDING OR STRUCTURE SHALL BE
 PROVIDED WITH THE HIGHEST FIRE-RESISTANCE RATING AS
 DETERMINED IN ACCORDANCE WITH THE FOLLOWING:
 1 .AS REQUIRED BY TABLE 601 FOR THE TYPE OF BUILDING
 ELEMENT BASED ON THE TYPE OF CONSTRUCTION OF
 THE BUILDING;
 2. AS REQUIRED BY TABLE 601 FOR EXTERIOR BEARING WALLS
 BASED ON THE TYPE OF CONSTRUCTION; AND
 3. AS REQUIRED BY TABLE 602 FOR EXTERIOR WALLS BASED ON
 THE FIRE SEPARATION DISTANCE.
  
 4C) PLEASE PROVIDE A SURVEY WITH THE PROPOSED BUILDING
 LAYOUT WITH DIMENSIONS TO THE PROPERTY LINES AND
 DISTANCE BETWEEN THE EXISTING BUILDING AND THE PROPOSED
 BUILDING. PLEASE ALSO PROVIDE AN ASSUMED PROPERTY LINE
 BETWEEN THE 2 BUILDINGS WITH DISTANCE FROM BOTH
 BUILDINGS TO THE ASSUMED PROPERTY LINE.
 PROVIDE FOR THE WEST EXPOSURE OF THE EXISTING BUILDING
 THE WALL AREA AND AREA OF UNPROTECTED OPENINGS AND THE
 PERCENTAGE OF OPENINGS. PLEASE ALSO INDICATE IF THE
 EXISTING BUILDING IS FIRE SPRINKLERED? FOR THE NEW
 BUILDING PLEASE PROVIDE FOR THE EASTERN EXPOSURE OF THE
 BUILDING THE WALL AREA AND AREA OF UNPROTECTED OPENINGS
 AND THE PERCENTAGE OF OPENINGS.
 2017 FBC-B TABLE 602 & TABLE 705.8 ALLOWABLE OPENINGS
 BASED ON FIRE SEPARATION DISTANCE.
  
 4D) THE COVERSHEET INDICATES UNDER THE CONSTRUCTION
 TYPE II-A (SI); 156,000 SF ALLOWABLE THIS IS WITH FIRE
 SPRINKLER INCREASES AND ON THE LIFE SAFETY SHEET THE
 SEPARATION OF EXITS TAKEN AT 1/3 THE DIAGONAL DISTANCE
 IS ALSO TAKEN WHEN THERE ARE FIRE SPRINKLERS. THE LIFE
 SAFETY PLAN ALSO STATES THAT FIRE SPRINKLERS ARE
 REQUIRED BUT NO FIRE SPRINKLER PLANS WERE PROVIDED.
 2017 W. P. B. AMENDMENTS TO CHAPTER 1.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 5. FIRE SUPPRESSION SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 PRE-ENGINEERED SYSTEMS
 FLORIDA ADMINISTRATIVE CODE 61G15-32.003 COMMON
 REQUIREMENTS FOR FIRE PROTECTION ENGINEERING
  
 5) LIFE SAFETY PLAN:
 5A) SAME COMMENT AS 4A. THE BUILDING CODE INFORMATION
 INDICATES THE OCCUPANCY TYPE AS A GROUP S-2 OCCUPANCY,
 IS THIS USE FOR STORAGE OF AUTOMOBILES OR IS THIS
 USEAGE FOR AUTOMOBILE REPAIR SHOP. THE LIFE SAFETY PLAN
 SHOWS A LOUNGE IN THIS BUILDING, IT WOULD APPEAR THIS
 MAYBE A MOTOR VEHICLE SHOWROOM WHICH WOULD MAKE THE
 OCCUPANCY TYPE BUSINESS, SEE 2017 FBC-B 304.1.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED TO
 DETERMINE OCCUPANCY TYPE. THE LIFE SAFETY REQUIREMENTS
 MAY CHANGE.
  
 5B) PLEASE NOTE THE BUILDING CONSTRUCTION TYPE ON THIS
 SHEET IS LISTED AS TYPE II-B NOT II-A AS ON THE
 COVERSHEET. DISCREPANCY IN PLANS. 107.2.1.2.
  
 5C) BUILDING HEIGHT NEEDS TO BE GIVEN AT THE MEAN ROOF
 HEIGHT. 2017 FBC-B SECTION TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING.
  
 5D) NOTE: OCCUPANCY LOADS MAY CHANGE ON OCCUPANCY TYPE
 FBC-B TABLE 1004.1.2.
  
 6) 11-A-1-1 TOILET ROOM:
  
 6A) DETAIL # 1. THE ACCESSIBLE SHOWER IS SHOWN TO BE
 3-0 FEET X 3-0 FEET AND THE WALL DIRECTLY BEHIND THE
 SEAT BEING 3 FOOT 2 INCHES IN LENGTH. PLEASE NOTE AS
 DEPICTED THE SEAT DOES NOT EXTEND TO THE FRONT OF THE
 SHOWER ENCLOSURE. SECTION 610.3 OF THE 2017
 FBC-ACCESSIBILITY CODE REQUIRES THE SEAT TO BE WITHIN 3
 INCHES OF THE COMPARTMENT ENTRY FOR TRANSFER TYPE
 SHOWERS.
  
 6B) DETAIL # 8. THE PLANS INDICATE THE GRAB BAR TO BE
 34 INCHES TO THE TOP OF THE GRAB BAR. THERE IS A
 SECONDARY NOTE INDICATING 33 TO 36 INCHES TO CENTER
 ALLOW. SINCE THE 2010 FBC-B ACCESSIBILITY CODE REQUIRES
 THE POSITION OF THE GRAB BAR TO BE MEASURED FROM THE
 TOP OF THE GRIPPING SURFACE, NOT CENTERLINE. ACCESS.
 CODE 609.4. GRAB BARS SHALL BE INSTALLED IN A
 HORIZONTAL POSITION, 33 INCHES (840 MM) MINIMUM AND 36
 INCHES (915 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED
 TO THE TOP OF THE GRIPPING SURFACE?
  
 6C) DETAIL # 8. PLEASE NOTE THE MIRROR AS DEPICTED IS
 MEASURED FROM THE BOTTOM OF THE MIRROR FRAME NOT THE
 BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM
 ABOVE THE FINISH FLOOR OR GROUND.
  
 6D) DETAILS 4 & 7 SHOW A COUNTER TOP WITH OVERHANG THAT
 CAN BE USED FOR CONSUMPTION OF EITHER FOOD OR DRINK.
 2017 FBC-ACCESS. CODE WHERE CONSUMPTION OF FOOD OR
 DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND
 STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902.
  
 6D)(1)) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 6D)(2) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 6D)(3) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 7) SHEET 12-A-1-0 FLOOR PLAN.
  
 7A) PLEASE NOTE THE ENVELOPE COMPLIANCE CERTIFICATE
 VERSES SHEET 14-A-3.0 EXTERIOR ELEVATIONS DOOR AND
 WINDOW SCHEDULE. PLEASE NOTE FOR THE EAST ELEVATION IN
 THE ENVELOPE COMPLIANCE CERTIFICATE DOOR 1 & 2 ARE BOTH
 LISTED AS 80 SQ. FT. WHEREAS THE EXTERIOR DOOR SCHEDULE
 LIST THE ROLL-UP DOOR TO BE 10 FEET X 14 FEET OR 140
 SQ. FT. PLEASE CORRECT THE DISCREPANCY BETWEEN THE 2
 DOCUMENTS. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 7B) SHEETS 12-A-1-0 ARCHITECTURAL FLOOR PLAN, SHEET 55
 THE LIFE SAFETY FLOOR PLAN BOTH SHOW TO ROLL-UP GARAGE
 DOORS WHEREAS SHEET 28SS-E2 FLOOR PLAN ONLY INDICATE
 THE 2 FRAMED OPENINGS 10? X 14? OPENINGS IN THE
 ACCESSORY SCHEDULE. DISCREPANCY IN PLANS, ADDITIONAL
 INFORMATION IS REQUIRED. 107.2.1.2.
  
 7C) SHEET 22SS-E2 STRUCTURAL FLOOR PLAN UNDER THE
 HEADING OF COVERINGS INDICATES THE ROOF AND COLOR TO BE
 TBD (TO BE DETERMINED) SIGNATURE 300 COLOR, PLEASE
 PROVIDE THE ROOF COLOR AND COMPLIANCE WITH AT HIGH
 ALBEDO ROOF REQUIREMENT FOUND WITHIN THE ENVELOPE
 COMPLIANCE CERTIFICATE PAGE 1 OF 2, ENVELOPE ASSEMBLIES
 FOOTNOTE (D):
  
 7C)(1) 3-YEAR AGED SOLAR REFLECTIVE VALUE > = 0.55
 THERMAL EMITTANCE
  
 7C)(2) 3-YEAR AGED SOLAR REFLECTIVE VALUE > = 0.75.
  
 7D) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES FOOTNOTE ( C ) SHOW
 COMPLIANCE WITH:
 ENVELOPE COMPLIANCE CERTIFICATE, ENVELOPE CERTIFICATE
 FOOTNOTE ( C ) THERMAL SPACER BLOCK WITH R-3.5 MUST BE
 INSTALLED ABOVE THE PURLIN/ BATT, AND THE ROOF DECK
 SECURED TO THE PURLINS. PLEASE SHOW HOW COMPLIANCE WILL
 BE ACHIEVED. 107.2.1.2. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 7E) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES THE EAST WALL DOOR 1 & 2
 BOTH INDICATE THEY ARE INSULATED, THE SUBMITTED NOA
 18-0801.01 REVIEWED BY THE ARCHITECT DOES NOT INDICATE
 THE INSULATION NOR THE PROPOSED U-FACTOR. SHOW
 COMPLIANCE WITH THE VALUES PROVIDED WITH IN THE ENERGY
 REPORT. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED FOR
 CODE COMPLIANCE. THIS REPORT DOES NOT SHOW COMPLIANCE
 WITH THE ENERGY DOCUMENTS SUBMITTED REQUIRING A U
 FACTOR OF0.131. THIS MAY VARY WITH THE LARGER 140 SQ.
 FEET DOOR. 2017 ENERGY CODE C104.2(3).
  
 7F) WITHIN THE ENVELOPE COMPLIANCE CERTIFICATE PAGE 1
 OF 21, ENVELOPE ASSEMBLIES THE EAST WALL DOOR 3 & 4
 BOTH INDICATE THEY ARE INSULATED, THE SUBMITTED FLORIDA
 APPROVAL FL4553-R11 REVIEWED BY THE ARCHITECT INDICATES
 ON PAGE 2 OF 27 THESE DOORS ARE HOLLOW CORE METAL
 DOORS, PLEASE PROVIDE THE PROPOSED U-FACTOR. SHOW
 COMPLIANCE WITH THE VALUES PROVIDED WITH IN THE ENERGY
 REPORT. 107.2.1.2 ADDITIONAL INFORMATION REQUIRED FOR
 CODE COMPLIANCE. . 2017 ENERGY CODE C104.2(3).
  
 8) PRODUCT APPROVALS:
  
 8A) PRODUCT APPROVALS THE PRESSURES CANNOT BE
 DETERMINED AT THIS TIME FOR VARIOUS REASONS. NEITHER
 THE ARCHITECTURAL SHEETS NOR THE E SHEETS PROVIDE A
 COMPONENTS AND CLADDING CHART FOR THE WALL OPENINGS
 INTERIOR ZONE (4) AND WALL END ZONE (5) NOR THE ROOF
 ZONES, (1), (2) AND (3). THIS CHART SHOULD BE
 PREFERABLY IN VASD SINCE MOST PRODUCT APPROVALS ARE
 SHOWN IN VASD. CHART SHOULD SHOW PRESSURES IN EFFECTIVE
 WIND AREA OF 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. & 100
 SQ. FT. 2017 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR
 COMPONENTS AND CLADDING.
  
 8B) PLEASE NOTE ON THE COVERSHEET UNDER THE HEADING
 LIST OF DRAWINGS IT IS NOTED THAT THE DRAWINGS INCLUDED
 BUT NOT UNDER THE ARCHITECTS DIRECTION. IF NOT UNDER
 THE ARCHITECTS DIRECTION WHO IS IN CHARGE OF ALL OF THE
 PLANS TO COORDINATE THE DESIGN AND PLANS ?
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
 61G1-23.015 RESPONSIBLE SUPERVISING CONTROL OVER
 ARCHITECTURAL PRACTICE OUTSIDE OF THE ARCHITECTS?
 OFFICE (OTHER ARCHITECTS).
 FOR ANY STRUCTURAL PLANS DESIGNED BY AN ENGINEER THE
 ARCHITECT OF RECORD SHOULD APPLY THEIR SHOP DRAWING
 STAMP OF APPROVAL, REVIEWED, OR REVIEWED AS NOTED OR
 DENIED.
  
 8C)(1) THE SUBMITTED NOA 18-0801. 01 REVIEWED BY THE
 ARCHITECT DOES NOT INDICATE WHICH SERIES OF DOORS
 (610/611/620/621) ARE TO BE INSTALLED ON THIS PROJECT.
 THE SECOND ISSUE IS THE ARCHITECT HAS NOT ELECTED TO
 INDICATE THE SLAT GAUGE OPTION FOUND ON SHEET 1 OF 2.
 ONLY ONE GAUGE OPTION HAS BEEN TESTED IN ACCORDANCE
 WITH THE MIAMI-DADE PROTOCOLS TAS 201-94, TAS 202-94
 AND TAS 203-94. 2017 FBC-B 1609.6. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8D)(1) THE FLORIDA APPROVAL REVIEWED BY THE DESIGNER OF
 RECORD AND SUBMITTED FL#4553-R11 LIST ZHCW.R27575 SWING
 DOORS, EXTERIOR INDICATES VARIOUS MODEL AND SIZES.
 PLEASE CIRCLE THE MODEL AND DESIGN LOAD IN PSF. 2017
 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND
 CLADDING.
 8D)(2) PLEASE ALSO NOTE THE SUBMITTED FL#4553-R11 MAY
 REQUIRE A FIRE RATING DEPENDING ON THE ASSUMED PROPERTY
 LINE AND ALLOWABLE OPENINGS. IF A FIRE RATING WOULD BE
 REQUIRED BY FBC-B TABLE 602 AND TABLE 705.8 PLEASE
 PROVIDE THE PROPER UL FIRE FILE SEE APPROVAL FOR THE
 UL?S FOLLOW-UP SERVICE PROGRAM. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8E) (1) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PLEASE UPDATE TO THE CURRENT NOA. 107.2.1.2
 ADDITIONAL INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
 8E)(2) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 WILL NEED TO SHOW (CIRCLE) IF THE EAVE IS TO
 BE A FIXED EAVE OR FLOATING EAVE, FIXED END CAP OF
 FLOATING END CAP AND PAGE 13 OF 13 LIST 3 SIZES OF THIS
 PRODUCT 24 GAUGE DOUBLE LOCK STANDING SEAM IN 12 INCH,
 18 INCH AND 24 INCH WIDE PANELS. 2017 FBC-B 1609.6 OR
 ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND CLADDING.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED FOR CODE
 COMPLIANCE.
  
 8E)(3) TO DATE THE CITY HAS NOT SEEN ANY DOCUMENTATION
 IF THE ENGINEER ASSOCIATED WITH MESCO BUILDING
 SOLUTIONS INTENDS TO TAKE OR QUALIFIES TO TAKE FOR LOAD
 COMBINATIONS THAT INCLUDE UPLIFT, THE NOMINAL WIND LOAD
 THAT WOULD ALLOW TO BE MULTIPLIED BY 0.67 PROVIDED THE
 TESTED SYSTEM AND WIND LOAD EVALUATION IS SATISFIED.
 2017 FBC-B 2211.5 ROOF SYSTEM DESIGN AISI S100.
 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED FOR CODE
 COMPLIANCE.
  
 8E)(4) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PAGE 10 0F 10 SHOWS DOUBLELOCK PANELS AND
 NOTES FOR 12 INCH, 18 INCH AND 24 INCH WIDE PANELS WITH
 BENDING MOMENT AT SUPPORTS AND BENDING MOMENT OF PANEL
 BETWEEN SUPPORTS PANEL REACTION AT SUPPORTS AND THE
 ALLOWABLE DEFLECTION OF PANEL ALL IN FT-LBS/ FT.
 NOWHERE IN THIS REPORT IS THE PRESSURES GIVEN IN VASD.
 IN TALKING WITH THE ENGINEER FOR THE ROOF PRODUCT
 APPROVAL MIAMI-DADE REQUESTED THE RESULT OF TEST IN
 FT-LBS./ FT. A ENGINEER OR QUALIFIED ARCHITECT CAN
 CONVERT THE FT. LBS./ FT. INTO PSF. THERE IS A NOTE FOR
 DOES INDICATE AS APPLICABLE DESIGN PRESSURES AS
 DETERMINED FROM AND ASCE 7-10 MUST BE MULTIPLIED BY
 0.60. PLEASE PROVIDE THE VULT PRESSURES IN PSF. 2017
 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR COMPONENTS AND
 CLADDING. 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED
 FOR CODE COMPLIANCE.
  
 8E)(5) THE SUBMITTED ROOFING NOA: 13-0425.14 HAS BEEN
 SUPERSEDED TWICE, 15-0505.28 AND THE CURRENT NOA:
 18-0312.07 PAGE 10 0F 10 SHOWS DOUBLELOCK PANELS AND
 THE STATEMENT THIS ROOF PANEL IS APPROVED FOR A MAXIMUM
 SPAN OF 5 FEET. PLEASE NOTE THE PRODUCT APPROVAL DOES
 NOT GIVE THE VALUE IF THE SPAN IS LESS LET?S SAY 2
 FEET, THEN YOU COULD INTERPOLATE BETWEEN THE 2 VALUES,
 2 FEET AND 5 FEET. WE SEE MANY TEST REPORTS OR THE
 ACTUAL TEST FROM THE MANUFACTURER GIVES THESE VALUES. .
 2017 FBC-B 1609.6 OR ASCE 7-10 CHAPTER 30 FOR
 COMPONENTS AND CLADDING. 107.2.1.2 ADDITIONAL
 INFORMATION IS REQUIRED FOR CODE COMPLIANCE.
  
 8F) PLEASE NOTE THE WALL PANEL SYSTEM UPLOADED INTO THE
 SYSTEM IS NOT A PRODUCT APPROVAL, JUST ENGINEERING. THE
 FLORIDA STATUTE 553.8.4.2 REQUIRES PRODUCT EVALUATION,
 3RD PARTY CERTIFICATION AND APPROVAL FOR PRODUCTS TO BE
 APPROVED IN FLORIDA. THE MOST COMMON ARE MIAMI-DADE
 NOA?S OR FLORIDA APPROVALS. FOR LOCAL PRODUCT APPROVALS
 FLORIDA STATUTE 553.8425 GIVES THAT AUTHORITY TO THE
 LOCAL JURISDICTION. THE CITY OF WEST PALM BEACH USES
 THE SAME CRITERIA AS THE STATE AND MUST BE SUBMITTED
 UNDER SEPARATE COVER TO BE REVIEWED BY THE BUILDING
 OFFICIAL FOR APPROVAL.
  
 8F)(1) THE SUBMITTED METAL ROOF AND WALL SYSTEMS BY
 MBCI WALL PANEL AVP PANEL HAD NOT BEEN REVIEWED BY 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..
  
 8F)(2) THE SUBMITTED METAL ROOF AND WALL SYSTEMS BY
 MBCI WALL PANEL AVP PANEL WILL ALSO NEED TO SUPPLY A
 RANGE OF PRESSURES, GIVEN NEGATIVE PRESSURES AT 2 FOOT
 AND 8 FEET BETWEEN SPAN OF GIRTS. PLEASE PROVIDE
 PRESSURES WHEN GIRTS ARE PLACED AT 3, 4, 5, 6, AND 7
 FEET CENTERS. PLEASE NOTE THERE IS ONLY ONE SET OF
 VALUES GIVEN WITH FASTENING LAYOUT. IN THE WALL END
 ZONES ADDITIONAL GIRTS MAYBE REQUIRED BETWEEN THE
 CORNER COLUMN AND THE 1ST COLUMN IN FROM THE CORNERS
 FOR THE HIGHER PRESSURES IN WALL ZONE 5. THIS IS STILL
 A UNKNOWN.
  
 9A) SHEET 14-A3.0 THE REAR, LEFT SIDE AND RIGHT SIDE OF
 THE BUILDING SHOW WALL LOUVERS WITHIN THE METAL WALL
 CLADDING. PLEASE SHOW 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 (B) WALL LOUVERS
  
 9B) 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..
  
 10) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 11) 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, 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]
  
  
  


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