Plan Review Details - Permit 17060985
Plan Review Stops For Permit 17060985
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-09-01 Cont ID  
Sent By jwitmer Date 2017-09-01 Time 11:23 Rev Time 0.00
Received By jwitmer Date 2017-09-01 Time 07:31 Sent To  
Notes
2017-09-01 11:23:212014 FBC- BUILDING PLAN REVIEW
 W. P. B. REVISION: 17060985
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: ECONSTRUCTION LLC
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 3RD REVIEW
 DATE: FRI. SEPT. 01 / 2017
  
 ACTION: BUILDING PROVISO
  
 1) PROVISO: SHEET A-201 AND A-202 NOW SHOW WHAT APPEARS
 TO BE METAL AWNINGS (FIRST FLOOR) AND AWNING TYPE
 PROJECTIONS ON THE 2ND FLOOR OF THE SOUTH AND WEST
 ELEVATIONS. PLEASE BE AWARE AWNINGS REQUIRE A SEPARATE
 PERMIT, FEES AND ASSOCIATED FEES. PLEASE ALSO BE AWARE
 THE PLANS DO NOT SHOW WHERE THE PROPERTY LINE IS IN
 RELATION TO THE AWNINGS, CODE COMPLIANCE CANNOT BE
 ACHIEVED. TYPE OF FRAME AND FINISH MATERIAL IS NOT
 PROVIDED NOR WIND DESIGN.
  
 2014 FBC-B 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND
 SIGNS. AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE
 CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
 SPECIFIED IN CHAPTER 16. AWNINGS, CANOPIES, MARQUEES
 AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
 ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
 THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
 THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
 AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
 NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6715/ FAX: 561-805-6
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-08-10 Cont ID  
Sent By jwitmer Date 2017-08-10 Time 10:42 Rev Time 0.00
Received By jwitmer Date 2017-08-10 Time 07:01 Sent To  
Notes
2017-08-10 10:42:392014 FBC- BUILDING PLAN REVIEW
 W. P. B. REVISION: 17060985
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: ECONSTRUCTION LLC
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 2ND REVIEW
 DATE: THURS. AUG, 10 / 2017
 ACTION: DENIED
  
 1-2) COMPLIED. THIS REVISION IS FOR ADDING
 APPROXIMATELY 1375 SQ. FT. THE DOLLAR AMOUNT OF THE
 INCREASE FOR THIS REVISION
  
 3) SEMI- COMPLIED, COMPLIED WITH UL DESIGN U419. BOTH
 SHEETS A-101 & A-103 BOTH SHOW A WALL TYPE/ CHASE G
 WITH A UL LISTING U-404 SHEET A503. THIS LISTING IS FOR
 1 AND 2 HOUR FIRE RATED WALLS, NOT SHAFT CONSTRUCTION.
 THE PLANS AND COMMENT RESPONSE NAMES THE WALLS AS A
 CHASE BUT THE PLANS ALSO SHOW A RATING OF THE WALLS. A
 CHASE IS NOT RATED IT ENCLOSED FIRE RATED DUCT WORK
 WITH A FIRE RATED ASSEMBLY WHERE THE FIRE RATED DUCT
 PENETRATES THE FLOOR ASSEMBLY. THE MECHANICAL SHEET
 M1.1 NOTE 13 INDICATES THE KITCHEN EXHAUST DUCT IS TO
 BE UNDER SEPARATE PERMIT. THE FUTURE DUCT IS TO BE
 INSPECTED BEFORE BEING ENCLOSED IN THE CHASE, (AGAIN
 CHASES ARE NOT RATED, MEANING THE DUCT HAS TO BE FIRE
 RATED AND PENETRATIONS THROUGH THE HORIZONTAL FIRE
 BARRIER/ FLOOR ASSEMBLY). PLEASE PROVIDE THE CORRECT
 FIRE RATINGS AND TERMINOLOGY.
  
 THE ENCLOSURE AT THE BOTTOM OF THE SHAFT NEEDS TO
 COMPLY WITH FBC-B 713.11 ENCLOSURE AT THE BOTTOM.
 SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE BUILDING
 OR STRUCTURE SHALL COMPLY WITH ONE OF THE FOLLOWING:
 (1.) THEY SHALL BE ENCLOSED AT THE LOWEST LEVEL WITH
 CONSTRUCTION OF THE SAME FIRE-RESISTANCE RATING AS THE
 LOWEST FLOOR THROUGH WHICH THE SHAFT PASSES, BUT NOT
 LESS THAN THE RATING REQUIRED FOR THE SHAFT ENCLOSURE.
 (2.) THEY SHALL TERMINATE IN A ROOM HAVING A USE
 RELATED TO THE PURPOSE OF THE SHAFT. THE ROOM SHALL BE
 SEPARATED FROM THE REMAINDER OF THE BUILDING BY FIRE
 BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR
 HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH
 SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING AND
 OPENING PROTECTIVES SHALL BE AT LEAST EQUAL TO THE
 PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE.
 PLEASE PROVIDE THE HORIZONTAL ASSEMBLY BETWEEN THE
 FLOOR JOIST AND WHERE THE SHAFT WALL STARTS.
  
 PLEASE ALSO REVIEW A SECTION FROM THE 2014 MECH. CODE.
 506.3.11.1 SHAFT ENCLOSURE. COMMERCIAL KITCHEN GREASE
 DUCTS CONSTRUCTED IN ACCORDANCE WITH SECTION 506.3.1
 SHALL BE PERMITTED TO BE ENCLOSED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING REQUIREMENTS FOR
 SHAFT CONSTRUCTION. SUCH GREASE DUCT SYSTEMS AND
 EXHAUST EQUIPMENT SHALL HAVE A CLEARANCE TO COMBUSTIBLE
 CONSTRUCTION OF NOT LESS THAN 18 INCHES (457 MM), AND
 SHALL HAVE A CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION
 AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE
 STRUCTURES OF NOT LESS THAN 6 INCHES (76 MM). DUCT
 ENCLOSURES SHALL BE SEALED AROUND THE DUCT AT THE POINT
 OF PENETRATION AND VENTED TO THE OUTSIDE OF THE
 BUILDING THROUGH THE USE OF WEATHER-PROTECTED OPENINGS.
  
  
 4)2ND REQUEST. BOTH SHEETS A-101 & A-103 SHOW AN
 OPENING SCHEDULE:
  
 4A) THE NEW WINDOW #8 IS NOW A SINGLE CASEMENT WINDOW
 SIZE SHOWN ON THE PLANS TO BE 3 FT.- 6 IN. X 3 FT.-4
 IN. WINDOW. THE DESIGNER OF RECORD SUBMITTED A COVER
 LETTER THAT THEY HAVE REVIEWED THE PRODUCT APPROVAL, A
 MIAMI-DADE NOA 16-0629.21. WHEN REVIEWING THIS PRODUCT
 APPROVAL ON SHEETS 6, 8, & 9 ARE THE SIZES FOR EACH
 GLASS TYPE. NONE OF THE GLASS TYPES WERE CIRCLED AS TO
 WHICH GLAZING SYSTEM WAS THE APPROVED GLAZING. THE 2ND
 ISSUE THE PLANS INDICATE A 42 INCH WIDE SINGLE CASEMENT
 WINDOW. PLEASE VIEW EACH OF THE LISTED SHEETS, THE
 LARGEST THEY MAKE IN A SINGLE GLAZED UNIT IS OUTSIDE
 DIMENSION 37 INCHES!!!
 IN THE VERTICAL MEASUREMENT THE PLANS CALLS FOR A 3 FT.
 4 IN. TALL WINDOW OR 40 INCHES. IN THE PRODUCT APPROVAL
 THE VERTICAL SIZES ARE 38 3/8 INCHES OR 48 INCHES.
 CORRECT TABLES ON A. 101 AND A.103. PROVIDE FROM THE
 MANUFACTURER COMPLIANCE WITH FBC-B 1029.2 MINIMUM SIZE.
 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A
 MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.
  
 4B) COMPLIED.
  
 5) SHEET A-105:
  
 5A) 2ND REQUEST. THIS COMMENT DEALS WITH THE SHAFT
 ENCLOSURE AND HOW THE SHAFT WALL CONSTRUCTION WILL
 EITHER PENETRATE THE ROOF DECK OR STOP UNDER THE ROOF
 DECK. SHOW COMPLIANCE WITH: FBC-B 713.12 ENCLOSURE AT
 TOP. A SHAFT ENCLOSURE THAT DOES NOT EXTEND TO THE
 UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
 BUILDING SHALL BE ENCLOSED AT THE TOP WITH CONSTRUCTION
 OF THE SAME FIRE-RESISTANCE RATING AS THE TOPMOST FLOOR
 PENETRATED BY THE SHAFT, BUT NOT LESS THAN THE
 FIRE-RESISTANCE RATING REQUIRED FOR THE SHAFT
 ENCLOSURE.
 1ST ROUND COMMENTS. SHOWS THE EXHAUST DUCT UP THROUGH
 THE 2NS STORY ROOF. ON THE ISSUED SET OF PLANS THE
 MECHANICAL SHEET M.1.1 NOTE 13 INDICATED THAT THE
 FUTURE KITCHEN EXHAUST IS TO BE UNDER A SEPARATE
 PERMIT. TO DATE THERE HAS BEEN NO PRODUCT APPROVALS
 SUBMITTED FOR A ROOF TOP CURB NOR ANY STRUCTURAL
 DETAILS FOR THE FRAMING AROUND THE VOID WHERE THE
 EXHAUST DUCT WILL PENETRATE THE ROOF DECK.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 5B)2ND REQUEST. THE RESPONSE INDICATES THE ROOF TOP
 STAND NOA 16-0601.01 HAS BEEN REVIEWED. PLEASE NOTE
 NEITHER THE CONTRACTOR NOR DESIGNER OF RECORD HAS
 CIRCLED THE LISTED REQUIREMENTS UNDER COMMENT 5C NEXT
 COMMENT BELOW.
  
 1ST ROUND COMMENTS. SHOWS THE ROOF TOP A/C STAND
 LOCATIONS, A MIAMI-DADE NOA 16-0601.01 WAS SUBMITTED,
 IT HAS NOT BEEN REVIEWED BY THE DESIGNER OF RECORD
 BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT. FBC
 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..
  
 5C) THE ROOF TOP A/C STAND PRODUCT APPROVAL A
 MIAMI-DADE NOA # 16-0601.01 WAS SUBMITTED, NOT REVIEWED
 BY THE DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR
 THE DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT
 APPROVAL IN CALCULATING THE AREA OF THE ROOF TOP
 COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES, ANCHORS AND UPLIFT VERSES MOMENT. IDENTIFY
 EACH OF THE ABOVE REQUIREMENTS TO DETERMINE CODE
 COMPLIANCE.
  
 6) COMPLIED.
  
 7) PROVISO: SHEET A-201 AND A-202 NOW SHOW WHAT APPEARS
 TO BE METAL AWNINGS (FIRST FLOOR) AND AWNING TYPE
 PROJECTIONS ON THE 2ND FLOOR OF THE SOUTH AND WEST
 ELEVATIONS. PLEASE BE AWARE AWNINGS REQUIRE A SEPARATE
 PERMIT, FEES AND ASSOCIATED FEES. PLEASE ALSO BE AWARE
 THE PLANS DO NOT SHOW WHERE THE PROPERTY LINE IS IN
 RELATION TO THE AWNINGS, CODE COMPLIANCE CANNOT BE
 ACHIEVED. TYPE OF FRAME AND FINISH MATERIAL IS NOT
 PROVIDE NOR WIND DESIGN.
 2014 FBC-B 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND
 SIGNS. AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE
 CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
 SPECIFIED IN CHAPTER 16. AWNINGS, CANOPIES, MARQUEES
 AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
 ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
 THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
 THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
 AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
 NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.
  
 8) COMPLIED.
  
 9) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 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.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-06-28 Cont ID  
Sent By jwitmer Date 2017-06-28 Time 15:10 Rev Time  
Received By jwitmer Date 2017-06-28 Time   Sent To  
Notes
2017-06-28 15:11:432014 FBC- BUILDING PLAN REVIEW
 W. P. B. REVISION: 17060985
 W. P. B. PERMIT: 16070183
 ADD: 518 S. DIXIE HWY.
 CONT: ECONSTRUCTION LLC
 TEL: 954-570-9500
 E-MAIL: BRIAN @ TBBG.NET
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. JUNE 28/ 2017
 ACTION: DENIED
  
 1) THIS REVISION IS FOR ADDING APPROXIMATELY 1375 SQ.
 FT. THE DOLLAR AMOUNT OF THE INCREASE FOR THIS REVISION
 IS GIVEN AS $60,000.00 IN VALUE. THIS WORKS OUT TO BE
 $43.63 A SQUARE FOOT. THE ICC TABLES PUT A R2
 OCCUPANCY/ BUILDING TYPE VB AT $104.47 A SQUARE FOOT.
 108.3* 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.
  
 2) SHEET A-101 THE SITE PLAN HAS A NOTATION THAT THE
 EXISTING TAYLOR SHOP HAS NO WORK IN THE ADJACENT UNIT.
 PLEASE NOTE TO THE EAST OF THIS BUILDING A EGRESS COURT
 ( EXIT DISCHARGE FROM THE EXTERIOR DINING GARDEN) IS
 BEING CREATED ACCESS TO THE PUBLIC WAY. WHEN YOU VIEW
 THIS PROPERTY USING GOOGLE THERE IS A A/C CONDENSING
 UNIT THAT IS NOT SHOWN IN THE EGRESS COURT. THIS UNIT
 WILL NEED TO BE MOVED TO GAIN ACCESS FROM THE EXTERIOR
 DINING AREA. 2014 FBC-B 1027.4.1 EGRESS COURT WIDTHS.
  
 3) BOTH SHEETS A-101 & A-103 BOTH SHOW A WALL TYPE/
 CHASE G THE SAME PROBLEM WITH WALL TYPE H. PLEASE
 PROVIDE THE COMPLETE WALL DESIGN TYPE, NOT JUST UL 404,
 UL 404 I COULD NOT FIND ANY REFERENCE TO A 1 HOUR FIRE
 RATED SHEAR WALL. 2014 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION
 107.2.1.3: W.P.B. ADMINISTRATIVE CODE. DRAWINGS &
 SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
 OF NOTES, WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH
 THE TECHNICAL CODES.
  
 4) BOTH SHEETS A-101 & A-103 SHOW AN OPENING SCHEDULE:
  
 4A) WINDOW OPENING TYPE NUMBER 8 WAS RED LINES TO GET
 THE PERMIT ISSUED WITH A 49X48 INCH HORIZONTAL SLIDER.
 THE PLANS ARE NOT MARKED THIS TO BE A REVISION BUT THE
 NEW REVISION INDICATES A 3-6X3-4 SINGLE CASEMENT
 WINDOW, PLEASE PROVIDE THE MANUFACTURERS SPECIFICATION
 FOR THE CLEAR OPENING FOR THIS TYPE WINDOW. PLEASE NOTE
 THE PRODUCT APPROVAL SUBMITTED ES WINDOWS, SERIES 5000
 OUTSWING ALUMINUM CASEMENT- L. M. I. NOA 15-0129.05.
  
 4B) OPENING # 11 IS NOW INDICATED TO BE A 2 FT. -10
 INCH WIDE DOOR. THIS IS A REVISION FROM THE ISSUED SET
 OF PLANS THAT IS NOT MARKED WITH A CLOUD OR DELTA.
 PLEASE REVIEW THE 2014 FBC-B 1008.1.1. SIZE OF
 DOORS. THE CLEAR OPENINGS OF DOORWAYS WITH SWINGING
 DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR
 AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. THE 2012
 IBC COMMENTARY STATES FOR A 34 INCH DOOR WITH THE DOOR
 THICKNESS (1 ? INCHES) AND THE DOOR STOP ON THE
 OPPOSITE SIDE THERE IS NOT A CLEAR 32 INCHES. IN
 SECTION 1008.1.1.1 PROJECTIONS INTO THE CLEAR OPENING
 THE CODE STATES WHAT CAN BE DEDUCTED FOR CLEARANCE INTO
 THE CLEAR OPENING. FAIR HOUSING ALLOWS FOR THE
 CLEARANCE OF THE DOOR STOP FOR EGRESS REQUIREMENTS THE
 CODE DOES NOT. PLEASE NOTE IF THE DESIGNER INTENDS TO
 USE OFF-SET HINGES PLEASE INDICATE AS SUCH AND PROVIDE
 MANUFACTURES SPECIFICATION HOW MUCH THIS TYPE HINGE
 WILL THROUGH THE DOOR FOR CLEAR WIDTH?
  
 5) SHEET A-105:
  
 5A) SHOWS THE EXHAUST DUCT UP THROUGH THE 2NS STORY
 ROOF. ON THE ISSUED SET OF PLANS THE MECHANICAL SHEET
 M.1.1 NOTE 13 INDICATED THAT THE FUTURE KITCHEN EXHAUST
 IS TO BE UNDER A SEPARATE PERMIT. TO DATE THERE HAS
 BEEN NO PRODUCT APPROVALS SUBMITTED FOR A ROOF TOP CURB
 NOR ANY STRUCTURAL DETAILS FOR THE FRAMING AROUND THE
 VOID WHERE THE EXHAUST DUCT WILL PENETRATE THE ROOF
 DECK.
 FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 5B) SHOWS THE ROOF TOP A/C STAND LOCATIONS, A
 MIAMI-DADE NOA 16-0601.01 WAS SUBMITTED, IT HAS NOT
 BEEN REVIEWED BY THE DESIGNER OF RECORD BEFORE BEING
 SUBMITTED TO THE BUILDING DEPARTMENT. FBC 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..
  
 5C) THE ROOF TOP A/C STAND PRODUCT APPROVAL A
 MIAMI-DADE NOA # 16-0601.01 WAS SUBMITTED, NOT REVIEWED
 BY THE DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR
 THE DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT
 APPROVAL IN CALCULATING THE AREA OF THE ROOF TOP
 COMPRESSORS, THE MEAN ROOF HEIGHT OF THE STAND AND
 COMPRESSORS, WEIGHT, CIRCLED THE DESIGN PARAMETERS IN
 THE TABLES, ANCHORS AND UPLIFT VERSES MOMENT. IDENTIFY
 EACH OF THE ABOVE REQUIREMENTS TO DETERMINE CODE
 COMPLIANCE.
  
 6) THE LIFE SAFETY PLAN A-107;
 6A) DOES NOT INDICATE COMPLIANCE WITH FBC-B 907.2.11.2
 GROUPS R-2. SINGLE- OR MULTIPLE-STATION SMOKE ALARMS
 SHALL BE INSTALLED AND MAINTAINED IN GROUPS
 R-2REGARDLESS OF OCCUPANT LOAD AT ALL OF THE FOLLOWING
 LOCATIONS:
  
 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE
 SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS.
 2. IN EACH ROOM USED FOR SLEEPING PURPOSES.
  
 6B) THIS PERMIT DOES NOT INDICATE IF GAS APPLIANCES
 WILL BE ON THE 1ST FLOOR IN THE KITCHEN AREA. IF THERE
 IS GOING TO BE ANY GAS APPLIANCES WITHIN THE BUILDING,
 THEN COMPLIANCE WITH 2014 FBC-B SECTION [F] 908.7
 CARBON MONOXIDE PROTECTION.
 EVERY SEPARATE BUILDING OR AN ADDITION TO AN EXISTING
 BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS
 ISSUED AND HAVING A FOSSIL-FUELBURNING HEATER OR
 APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER
 FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE
 AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL
 CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH
 ROOM USED FOR SLEEPING PURPOSES IN THE NEW BUILDING OR
 ADDITION, OR AT SUCH OTHER LOCATIONS AS REQUIRED BY
 THIS CODE.
 908.7.1 CARBON MONOXIDE ALARM.
 THE REQUIREMENTS OF SECTION 908.7 SHALL BE SATISFIED BY
 PROVIDING FOR ONE OF THE FOLLOWING ALARM INSTALLATIONS:
 1. A HARD-WIRED CARBON MONOXIDE ALARM.
 2. A BATTERY-POWERED CARBON MONOXIDE ALARM.
 3. A HARD-WIRED COMBINATION CARBON MONOXIDE AND SMOKE
 ALARM.
 4. A BATTERY-POWERED COMBINATION CARBON MONOXIDE AND
 SMOKE ALARM.
 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON
 MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A
 NATIONALLY RECOGNIZED TESTING LABORATORY.
  
 7) SHEET A-201 AND A-202 NOW SHOW WHAT APPEARS TO BE
 METAL AWNINGS (FIRST FLOOR) AND AWNING TYPE PROJECTIONS
 ON THE 2ND FLOOR OF THE SOUTH AND WEST ELEVATIONS.
 PLEASE BE AWARE AWNINGS REQUIRE A SEPARATE PERMIT, FEES
 AND ASSOCIATED FEES. PLEASE ALSO BE AWARE THE PLANS DO
 NOT SHOW WHERE THE PROPERTY LINE IS IN RELATION TO THE
 AWNINGS, CODE COMPLIANCE CANNOT BE ACHIEVED. TYPE OF
 FRAME AND FINISH MATERIAL IS NOT PROVIDE NOR WIND
 DESIGN.
 2014 FBC-B 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND
 SIGNS. AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE
 CONSTRUCTED SO AS TO SUPPORT APPLICABLE LOADS AS
 SPECIFIED IN CHAPTER 16. AWNINGS, CANOPIES, MARQUEES
 AND SIGNS WITH LESS THAN 15 FEET (4572 MM) CLEARANCE
 ABOVE THE SIDEWALK SHALL NOT EXTEND INTO OR OCCUPY MORE
 THAN TWO-THIRDS THE WIDTH OF THE SIDEWALK MEASURED FROM
 THE BUILDING. STANCHIONS OR COLUMNS THAT SUPPORT
 AWNINGS, CANOPIES, MARQUEES AND SIGNS SHALL BE LOCATED
 NOT LESS THAN 2 FEET (610 MM) IN FROM THE CURB LINE.
  
 8) SHEET S-104 THE WINDOW LOCATED IN THE END WALL ZONE
 # 5 THE PRESSURES ARE LOW FOR THIS ZONE. ZONE 5 FOR 10
 SQ. FT. EXPOSURE B UP TO 30 FEET ELEVATION, -41.9/ 132
 MPH/ VASD. 1609.1.2.3.1/ 1609.1.5.
  
 9) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 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.
  
 10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-06-26 Cont ID  
Sent By jleahy Date 2017-06-26 Time 06:22 Rev Time 0.00
Received By jleahy Date 2017-06-26 Time 06:22 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-08-25 Cont ID  
Sent By wjolin Date 2017-08-25 Time 11:33 Rev Time 0.00
Received By wjolin Date 2017-08-25 Time 11:31 Sent To  
Notes
2017-08-25 11:33:58PLANS WILL BE INITIALED AND STAMPED AFTER THE BUILDING
 PLAN REVIEW COMMENTS HAVE BEEN SATISFIED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-07-06 Cont ID  
Sent By wjolin Date 2017-07-06 Time 09:01 Rev Time 0.00
Received By wjolin Date 2017-06-28 Time 15:53 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-09-01 Cont ID  
Sent By   Date 2017-09-01 Time   Rev Time 0.00
Received By skennedy Date 2017-08-30 Time 15:09 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-08-30 Cont ID  
Sent By skennedy Date 2017-08-30 Time 15:08 Rev Time 0.00
Received By skennedy Date 2017-08-08 Time 14:00 Sent To  
Notes
2017-08-09 14:00:56B33
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-08-07 Cont ID  
Sent By cpuell Date 2017-08-07 Time 13:31 Rev Time 0.00
Received By cpuell Date 2017-06-21 Time 15:08 Sent To  
Notes
2017-06-22 15:08:55B01
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2017-09-14 Cont ID  
Sent By jwitmer Date 2017-09-14 Time 07:39 Rev Time 0.00
Received By jwitmer Date 2017-09-14 Time 07:39 Sent To  
Notes
2017-09-14 08:01:32PERMIT 16070183 / REVISION 17060985
 PALM BEACH COUNTY IMPACT FEE OFFICE
 MU-2017-25141
 $12,271.85.
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2017-09-01 Cont ID  
Sent By jwitmer Date 2017-09-01 Time 11:40 Rev Time 0.00
Received By jwitmer Date 2017-09-01 Time 11:40 Sent To  
Notes
2017-09-01 11:41:00IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-06-28 Cont ID  
Sent By jwitmer Date 2017-06-28 Time 15:10 Rev Time 0.00
Received By jwitmer Date 2017-06-28 Time 15:10 Sent To  
Notes
2017-06-28 15:10:21IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2017-08-18 Cont ID  
Sent By ccole Date 2017-08-18 Time 16:36 Rev Time 0.00
Received By ccole Date 2017-08-18 Time 15:33 Sent To  
Notes
2017-08-18 16:44:11MECHANICAL PROVISOS:
  
 1) SEPARATE PERMIT REQUIRED FOR KITCHEN EXHAUST DUCT IN
 THE CHASE/SHAFT.
  
 2) WIND LOAD ENGINEERING FOR TIE DOWN OF ROOFTOP
 MECHAINCAL EQUIPMENT AND APPLIANCES SHALL BE ONSITE AT
 TIME OF INSPECTION.
  
 CCOLE- 8/18/17
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-07-06 Cont ID  
Sent By ccole Date 2017-07-06 Time 10:35 Rev Time 0.00
Received By ccole Date 2017-07-06 Time 09:51 Sent To  
Notes
2017-07-06 11:08:281ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17060985
 7/6/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET M1.1: NO VENTILATION NOTES ARE SHOWN AT
 APARTMENTS B & G. PLEASE INDICATE HOW THESE APARTMENTS
 ARE BEING VENTILATED AND PROVIDE CALCULATIONS FOR ALL
 OF THE APARTMENTS SHOWN IN THE PLANS- SECTION 401.2.
  
 2) M1.1: THE CHASE FOR THE DRYER MAKEUP AIR DUCT (NOTE
 #7) IS NOT SHOWN ON THE ARCHITECTURAL PLAN SHEET A-103.
 CLARIFY IF THIS IS A RATED CHASE AND PROVIDE A FIRE
 DAMPER FOR THE DUCT PENETRATION IF APPLICABLE- SECTION
 607.5.5.
  
 3) M1.1: PROVIDE DETAILS FOR THE ROOFTOP DUCT: A) DUCT
 MATERIAL B) INSULATION TYPE, THICKNESS AND R-VALUE.
  
 4) M1.1: PROVIDE AN ENLARGED DETAIL OF THE ROOFTOP DUCT
 SUPPORTS INDICATING DUCT SUPPORT MATERIALS, ANCHORING
 TO ROOF STRUCTURE, SPACING OF SUPPOTS, AND CONNECTIONS
 TO DUCTWORK- SECTION 301.15.
  
 5) REFER TO BUILDING REVIEW COMMENTS FOR WIND LOAD
 ENGINEERING COMPLIANCE FOR THE ROOF TOP CONDENSERS.
  
 6) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE NEW
 DRYERS- SECTION 504.1.
  
 7) ENERGY FORM R405-2014: A) ALL FORMS REQUIRE THE
 OWNER'S SIGNATURE AND DATES- SEE PAGE 1. B) THE FORMS
 SUBMITTED FOR APTS. A- G AND THE CORRIDOR SHOW COOLING
 CAPACITIES FOR THE SYSTEMS THAT DON'T MATCH THE
 CAPACITIES LISTED IN THE SCHEDULE ON M0.2.
  
 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 P Date 2017-06-23 Cont ID  
Sent By gjohnson Date 2017-06-23 Time 16:14 Rev Time 0.00
Received By gjohnson Date 2017-06-23 Time 11:39 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2017-08-30 Cont ID  
Sent By kmartin Date 2017-08-30 Time   Rev Time 0.00
Received By kmartin Date 2017-08-30 Time 15:03 Sent To I
Notes
2017-08-30 15:04:16PROVISO: PARKING REQUIREMENTS (BIKE AND CAR) FOR
 ADDITIONAL UNITS MUST BE MET BEFORE CERTIFICATE OF
 OCCUPANCY IS ISSUED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
Review Stop Z ZONING
Rev No 1 Status P Date 2017-08-07 Cont ID  
Sent By kmartin Date 2017-08-07 Time   Rev Time 0.00
Received By kmartin Date 2017-08-07 Time 11:06 Sent To  
Notes
2017-08-07 11:06:40PROVISO: PARKING REQUIREMENTS FOR ADDITIONAL UNITS MUST
 BE MET BEFORE CERTIFICATE OF OCCUPANCY IS ISSUED.
  
 FOR MORE INFORMATION PLEASE CONTACT KEVIN MARTIN, URBAN
 DESIGN PLANNER AT (561) 822-1426 OR [email protected].
2017-07-12 09:15:46ROUTED TO KEVIN MARTIN


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