Plan Review Details - Permit 17020981
Plan Review Stops For Permit 17020981
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-05-05 Cont ID  
Sent By jwitmer Date 2017-05-05 Time 07:53 Rev Time 0.00
Received By jwitmer Date 2017-05-05 Time 07:28 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-04-20 Cont ID  
Sent By jwitmer Date 2017-04-20 Time 11:15 Rev Time 0.00
Received By jwitmer Date 2017-04-20 Time   Sent To  
Notes
2017-04-20 11:15:06BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020981
 ADD: 3500 S. DIXIE HWY.
 CONT: MIKE MOORE CONSTRUCTION
 TEL: 561-301-9468
 E-MAIL: [email protected]
  
 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: MON. FEB. 27/ 2017
 ACTION: DENIED
  
 1-3) COMPLIED.
 4) 2ND REQUEST. WIND DESIGN CALCULATIONS DESIGNED BY
 ALVARO VASQUEZ P. E. WERE SUBMITTED AS A PAPER DOCUMENT
 THAT WAS DIGITALLY SIGNED THEN PRINTED AND SUBMITTED TO
 THE BUILDING DEPARTMENT. PLEASE SHOW COMPLIANCE WITH
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 1ST ROUND OF COMMENTS. SHEET A12 SHOWS THE ELEVATIONS
 FOR THE NEW STOREFRONT WINDOW AND DOOR SYSTEM. THE
 PRODUCT APPROVALS FOR EACH SYSTEM HAVE BEEN SUBMITTED
 BUT THERE IS NO WIND DESIGN CRITERIA TO VERIFY THE
 PRESSURES.
 2014 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:
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 4.2. RISK CATEGORY.
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 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 2017-02-27 Cont ID  
Sent By jwitmer Date 2017-02-27 Time 17:10 Rev Time 0.00
Received By jwitmer Date 2017-02-27 Time 11:57 Sent To  
Notes
2017-02-27 17:10:45BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17020981
 ADD: 3500 S. DIXIE HWY.
 CONT: MIKE MOORE CONSTRUCTION
 TEL: 561-301-9468
 E-MAIL: [email protected]
  
 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: MON. FEB. 27/ 2017
 ACTION: DENIED
  
 1) SHEET A-1 THE COVERSHEET:
  
 1A) THE PLANS NOTE THIS IS A BUSINESS OCCUPANCY. PLEASE
 NOTE IT IS A MIXED USE OCCUPANCY, BETWEEN BUSINESS AND
 STORAGE OCCUPANCY. WHEN A ACCESSORY OCCUPANCY IS OVER
 10 % OF THE FLOOR AREA, IT IN NO LONGER AN ACCESSORY
 OCCUPANCY. 2014 FGBC-B 508.2.1 AREA LIMITATIONS.
  
 1B) THE DESIGNER OF RECORD WILL NEED TO INDICATE THE
 TYPE OF ITEMS TO BE STORED WHICH WILL EITHER MAKE IT AN
 S1 OR S2 OCCUPANCY. DEPENDING ON WHICH TYPE OF STORAGE
 OCCUPANCY THAT IS DECLARED FIRE RATED WALLS MAYBE BE
 REQUIRED, SEE FBC-B SECTION 508.4 &TABLE 508.4.,
 508.2.4 SEPARATION OF OCCUPANCIES & 508.3 NONSEPARATED
 OCCUPANCIES.
  
 1C) WITH THE STORAGE OCCUPANCY THE CLOSEST USE WOULD BE
 THE STORAGE OCCUPANCY FOR MERCANTILE WHERE THE OCCUPANT
 LOAD WOULD BE TAKEN AT 300 GROSS FOR STORAGE, STOCK AND
 SHIPPING. FBC-B TABLE 1004.1.2.
  
 1D) PLEASE NOTE WHEN THERE IS A FRACTION OF A OCCUPANT
 , 3633/ 100= 36.33, 37 OCCUPANTS YOU ALWAYS ROUND UP WE
 DON?T HAVE PARTS OF OCCUPANTS. FBC-B 1004.1.2 & TABLE
 1004.1.2.
  
 2) SHEET A-2 THE LIFE SAFETY FLOOR PLAN SHOWS THE
 COMMON PATH OF TRAVEL FROM THE FAR SIDE OF THE BREAK
 ROOM TO BE 79 FEET 8 INCHES. PLEASE REVIEW FBC-B TABLE
 1014.3 FOR BUSINESS OCCUPANCY > THAN 30 IN A
 NON-SPRINKLERED BUILDING IS 75 FEET. THIS MAY OR MAY
 NOT BE AN ISSUE WITH THE OCCUPANT LOAD BEING SPLIT
 BETWEEN THE BUSINESS AND STORAGE OCCUPANCY, THE COUNT
 MAYBE EQUAL TO OR LOWER THAN 30 WHICH WILL ALLOW A
 TRAVEL DISTANCE OF 100 FEET.
  
 3) SHEET A-6:
 3A) THE PLANS INDICATE THE DETAILS ARE DRAWN TO ? INCH
 EQUALS 1 FOOT. I BELIEVE THIS MAYBE A TYPE , THE PLANS
 WHEN SCALED APPEAR TO BE DRAWN TO ? INCH EQUALS 1 FOOT.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 3B) THE DETAIL # 3 SHOWS THE HANDRAIL SYSTEM AND THE
 HANDRAIL EXTENSION AT THE BOTTOM OF THE STAIRS IS TO
 CONTINUE THE SLOPE FOR THE DEPTH OF ONE TREAD BEYOND
 THE BOTTOM RISER. FBC-B 1012.6 HANDRAIL EXTENSIONS.
 3C) THE SAME DETAIL # 3 THE BOTTOM HORIZONTAL MEMBER OF
 THE HANDRAIL THAT RETURNS BACK UNDER THE HANDRAIL IS TO
 BE NO HIGHER THAN 27 INCHES FROM THE FINISH FLOOR OR
 GRADE. FBC-ACCESSIBILITY CODE 307.2 AND FIGURE 307.2.
 LIMITS OF PROTRUDING OBJECTS.
  
 3D) DETAIL # 3 STAIR GUARDRAIL OPENING LIMITATION NEEDS
 TO SHOW COMPLIANCE WITH FBC-B 1013.4 EXCEPTION # 2 .
 EXCEPTION 2. THE TRIANGULAR OPENINGS AT THE OPEN SIDES
 OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL
 SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (152 MM)
 IN DIAMETER.
  
 3E) DETAIL # 1 THE RAMP HANDRAIL/ GUARDRAIL SYSTEM DOES
 NOT PROVIDE THE DIMENSION BETWEEN THE BOTTOM FRAMING
 MEMBER OF THE HANDRAIL/ GUARDRAIL SYSTEM AND THE SLAB,
 PLEASE REVIEW 2014 FBC-ACCESSIBILITY CODE 405.9.2 CURB
 OR BARRIER.
  
 4) SHEET A12 SHOWS THE ELEVATIONS FOR THE NEW
 STOREFRONT WINDOW AND DOOR SYSTEM. THE PRODUCT
 APPROVALS FOR EACH SYSTEM HAVE BEEN SUBMITTED BUT THERE
 IS NO WIND DESIGN CRITERIA TO VERIFY THE PRESSURES.
 2014 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:
  
 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 4.2. RISK CATEGORY.
  
 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
 HEIGHT AND EXPOSURE.
  
 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
  
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 5) 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 2 Status P Date 2017-04-13 Cont ID  
Sent By rlecky Date 2017-04-13 Time 14:16 Rev Time 0.00
Received By rlecky Date 2017-04-13 Time 13:43 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-03-07 Cont ID  
Sent By rlecky Date 2017-03-07 Time 10:46 Rev Time 0.00
Received By rlecky Date 2017-03-02 Time 12:58 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-04-17 Cont ID  
Sent By pleduc Date 2017-04-17 Time   Rev Time 0.00
Received By pleduc Date 2017-04-14 Time 14:09 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-02-28 Cont ID  
Sent By pleduc Date 2017-03-01 Time   Rev Time 0.00
Received By pleduc Date 2017-02-28 Time 11:09 Sent To  
Notes
2017-02-28 17:26:30 
  
  
 1)
 SHEET A.1 - A BUSINESS OCCUPANCY IS INDICATED AS THE
 OCCUPANCY CLASSIFICATION. THE PLAN SHEETS INDICATE
 STORAGE AREAS.
 PLEASE INDICATE IF YOU ARE PROPOSING A MIXED OR
 SEPARATED OCCUPANCY CLASSIFICATION.
  
 PER NFPA 101
  
 6.1.14 MULTIPLE OCCUPANCIES.
 6.1.14.1 GENERAL.
 6.1.14.1.1 MULTIPLE OCCUPANCIES SHALL COMPLY WITH THE
 REQUIREMENTS OF 6.1.14.1 AND ONE OF THE FOLLOWING:
 (1) MIXED OCCUPANCIES ? 6.1.14.3
 (2) SEPARATED OCCUPANCIES ? 6.1.14.4
 6.1.14.1.2 WHERE EXIT ACCESS FROM AN OCCUPANCY
 TRAVERSES ANOTHER OCCUPANCY, THE MULTIPLE OCCUPANCY
 SHALL BE TREATED AS A MIXED OCCUPANCY.
  
 6.1.14.3 MIXED OCCUPANCIES.
 6.1.14.3.1 EACH PORTION OF THE BUILDING SHALL BE
 CLASSIFIED AS TO ITS USE IN ACCORDANCE WITH SECTION 6.1
 6.1.14.3.2* THE BUILDING SHALL COMPLY WITH THE MOST
 RESTRICTIVE REQUIREMENTS OF THE OCCUPANCIES INVOLVED,
 UNLESS SEPARATE SAFEGUARDS ARE APPROVED.
  
 38.1.3 MULTIPLE OCCUPANCIES.
 38.1.3.1 GENERAL.
 38.1.3.1.1 ALL MULTIPLE OCCUPANCIES SHALL BE IN
 ACCORDANCE WITH 6.1.14 AND 38.1.3.
 38.1.3.1.2 WHERE THERE ARE DIFFERENCES IN THE SPECIFIC
 REQUIREMENTS IN THIS CHAPTER AND PROVISIONS FOR MIXED
 OCCUPANCIES OR SEPARATED OCCUPANCIES AS SPECIFIED IN
 6.1.14.3 AND 6.1.14.4, THE REQUIREMENTS OF THIS CHAPTER
 SHALL APPLY.
  
  
  
 2)
 ONE EXIT IS INDICATED, FROM EACH AREA. A NOTE IS
 INDICATED OF ONE EXIT PER THE FL BLDG CODE. HOWEVER,
 TWO EXITS ARE REQUIRED PER NFPA 101.
  
 PER NFPA 101, CHAPTER 7, MEANS OF EGRESS, THE PROPOSED
 ONE EXIT DOES NOT MEET THE MINIMUM REQUIREMENTS AND TWO
 EXITS ARE REQUIRED AND SHALL MEET THE REQUIREMENTS.
  
 7.4* NUMBER OF MEANS OF EGRESS.
 7.4.1 GENERAL.
 7.4.1.1 THE NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,
 MEZZANINE, STORY, OR PORTION THEREOF SHALL BE NOT LESS
 THAN TWO, EXCEPT UNDER ONE OF THE FOLLOWING CONDITIONS:
 (1) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED WHERE
 PERMITTED IN CHAPTERS 11 THROUGH 43.
 (2) A SINGLE MEANS OF EGRESS SHALL BE PERMITTED FOR A
 MEZZANINE OR BALCONY WHERE THE COMMON PATH OF TRAVEL
 LIMITATIONS OF CHAPTERS 11 THROUGH 43 ARE MET.
  
 38.2.4 NUMBER OF MEANS OF EGRESS.
 38.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE
 FOLLOWING, EXCEPT AS OTHERWISE PERMITTED BY 38.2.4.2
 THROUGH 38.2.4.6:
 (1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN
 ACCORDANCE WITH SECTION 7.4.
 (2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED
 ON EVERY STORY.
 (3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE
 ACCESSIBLE FROM EVERY PART OF EVERY STORY.
 38.2.4.2 EXIT ACCESS, AS REQUIRED BY 38.2.4.1(3), SHALL
 BE PERMITTED TO INCLUDE A SINGLE EXIT ACCESS PATH FOR
 THE DISTANCES PERMITTED AS COMMON PATHS OF TRAVEL BY
 38.2.5.3.
 38.2.4.3 A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR
 AREA WITH A TOTAL OCCUPANT LOAD OF LESS THAN 100
 PERSONS, PROVIDED THAT ALL OF THE FOLLOWING CRITERIA
 ARE MET:
 (1) THE EXIT SHALL DISCHARGE DIRECTLY TO THE OUTSIDE AT
 THE LEVEL OF EXIT DISCHARGE FOR THE BUILDING.
 (2) THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT,
 INCLUDING TRAVEL WITHIN THE EXIT, SHALL NOT EXCEED 100
 FT (30 M).
 (3) THE TOTAL DISTANCE OF TRAVEL SPECIFIED IN
 38.2.4.3(2) SHALL BE ON THE SAME STORY, OR, IF
 TRAVERSING OF STAIRS IS NECESSARY, SUCH STAIRS SHALL
 NOT EXCEED 15 FT (4570 MM) IN HEIGHT, AND BOTH OF THE
 FOLLOWING ALSO SHALL APPLY:
 (A) INTERIOR STAIRS SHALL BE PROVIDED WITH COMPLETE
 ENCLOSURES TO SEPARATE THEM FROM ANY OTHER PART OF THE
 BUILDING, WITH NO DOOR OPENINGS THEREIN.
 (B) A SINGLE OUTSIDE STAIR IN ACCORDANCE WITH 7.2.2
 SHALL BE PERMITTED TO SERVE ALL STORIES PERMITTED
 WITHIN THE 15 FT (4570 MM) VERTICAL TRAVEL LIMITATION.
  
 3.3.83 EXIT DISCHARGE. THAT PORTION OF A MEANS OF
 EGRESS BETWEEN THE TERMINATION OF AN EXIT AND A PUBLIC
 WAY.
 3.3.83.1* LEVEL OF EXIT DISCHARGE. THE STORY THAT IS
 EITHER (1) THE LOWEST STORY FROM WHICH NOT LESS THAN 50
 PERCENT OF THE REQUIRED NUMBER OF EXITS AND NOT LESS
 THAN 50 PERCENT OF THE REQUIRED EGRESS CAPACITY FROM
 SUCH A STORY DISCHARGE DIRECTLY OUTSIDE AT THE FINISHED
 GROUND LEVEL; OR (2) WHERE NO STORY MEETS THE
 CONDITIONS OF ITEM (1), THE STORY THAT IS PROVIDED WITH
 ONE OR MORE EXITS THAT DISCHARGE DIRECTLY TO THE
 OUTSIDE TO THE FINISHED GROUND LEVEL VIA THE SMALLEST
 ELEVATION CHANGE.
  
 38.2.5 ARRANGEMENT OF MEANS OF EGRESS.
 38.2.5.3.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100
 FT (30 M) IN A BUILDING PROTECTED THROUGHOUT BY AN
 APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH 9.7.1.1(1).
 38.2.5.3.2 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100
 FT (30 M) WITHIN A SINGLE TENANT SPACE HAVING AN
 OCCUPANT LOAD NOT EXCEEDING 30 PERSONS.
 38.2.5.3.3 IN BUILDINGS OTHER THAN THOSE COMPLYING WITH
 38.2.5.3.1 OR 38.2.5.3.2, COMMON PATH OF TRAVEL SHALL
 NOT EXCEED 75 FT (23 M).
  
 THE EXIT DISCHARGE LEADS TO A SET OF STAIRS LEADING
 DOWN TO THE PUBLIC WAY AND THE COMMON PATH OF TRAVEL
 INDICATED EXCEEDS 75'.
  
 PLEASE PROVIDE FOR THE REQUIRED TWO EXITS AND
 SEPARATION DISTANCES.
  
  
  
 3)
 THERE IS AN INCORRECT REFERENCE TO THE CURRENT FLORIDA
 FIRE PREVENTION CODE.
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
  
 PLEASE CORRECT,
  
  
 4)
 TWO STORAGE AREAS ARE INDICATED.
  
 PLEASE PROVIDE THE TYPE AND HAZARD CLASSIFICATION FOR
 EACH AREA. BE SURE TO INCLUDE ANDY RACKING, RACK
 HEIGHT, SHELVE TYPE AND PALLET TYPE.
  
  
 5)
 CAR WASH, FRONT AND REAR CANOPIES ARE INDICATED.
  
 PLEASE PROVIDE MANUFACTURES SPECS INDICATING FIRE
 RETARDENT AND/OR FIRE RESISTANCE INFORMATION.
  
  
 6)
 WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET REVISION
 CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE ABOVE.
  
  
 7)
 ADDITIONAL COMMENTS MAY BE PROVIDED ON THE RE-SUBMITTAL
 OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-05-05 Cont ID  
Sent By jwitmer Date 2017-05-05 Time 07:53 Rev Time 0.00
Received By jwitmer Date 2017-05-02 Time 14:38 Sent To  
Notes
2017-05-02 14:38:58RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-04-27 Cont ID  
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Notes
2017-04-12 15:50:01C07
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-03-21 Cont ID  
Sent By skennedy Date 2017-03-21 Time 08:49 Rev Time 0.00
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Notes
2017-02-23 16:08:17C07
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2017-02-27 Cont ID  
Sent By jwitmer Date 2017-02-27 Time 17:10 Rev Time 0.00
Received By jwitmer Date 2017-02-27 Time 11:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2017-04-17 Cont ID  
Sent By ccole Date 2017-04-17 Time 09:45 Rev Time 0.00
Received By ccole Date 2017-04-17 Time 07:15 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-03-01 Cont ID  
Sent By ccole Date 2017-03-01 Time 16:44 Rev Time 0.00
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Notes
2017-03-01 17:43:081ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17020981
 3/1/17
  
 1) PLEASE ADJUST THE AC COOLING AND HEATING
 CALCULATIONS USING THE SUMMER AND WINTER DRY BULB
 TEMPERATURES LISTRED IN ACCA MANUAL N- 90 DEGREES AND
 47 DEGREES.
  
 2) THE MAIN TRUCKS FOR AHU-1 & 2 APPEAR TO BE
 UNDERSIZED WHEN CHECKING THEM WITH THE TRANE DUCTULATOR
 USING A FRICTION LOSS OF 0.1. CLARIFY HOW THE TRUNKS
 WERE SIZED.
  
 3) INDICATE THE TYPE OF DUCTWORKWORK TO BE INSTALLED
 AND PROVIDE HANGING DETAILS PER SMACNA STANDARDS.
  
 4) EXHAUST VENTILATION IS REQUIRED FOR THE JANITOR'S
 CLOSET- TABLE 6-4 ASHRAE 62-1
  
 5) PROVIDE PROTECTION FOR THE O/A INTAKE OPENINGS IN
 ACCORDANCE WITH SECTION 401.5. IF A LOUVER IS TO BE
 USED, PLEASE SUBMIT A FL. PRODUCT APPROVAL AND/OR A
 MIAMI-DADE NOA.
  
 6) REFER TO SECTION C101.4.5 FBC-14 ENERGY CONSERVATION
 AND PROVIDE COMPLIANCE DOCUMENTATION FOR THE NEW
 CONDITIONED STORAGE ROOM- SEE SECTION C401.2 FOR
 COMPLIANCE PATH INFORMATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-04-27 Cont ID  
Sent By gjohnson Date 2017-04-27 Time 09:45 Rev Time 0.00
Received By gjohnson Date 2017-04-27 Time 09:45 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-03-07 Cont ID  
Sent By gjohnson Date 2017-03-07 Time 15:31 Rev Time 0.00
Received By gjohnson Date 2017-03-07 Time 15:02 Sent To  
Notes
2017-03-07 15:36:251. A VENT IS REQUIRED DOWN STREAM OF OIL SEPARATOR PER
 FBC PL 901.2 TRAP SEAL PROTECTION.
 THE PLUMBING SYSTEM SHALL BE PROVIDED WITH A SYSTEM OF
 VENT PIPING THAT WILL PERMIT THE ADMISSION OR EMISSION
 OF AIR SO THAT THE SEAL OF ANY FIXTURE TRAP SHALL NOT
 BE SUBJECTED TO A PNEUMATIC PRESSURE DIFFERENTIAL OF
 MORE THAN 1 INCH OF WATER COLUMN (249 PA).
  
 901.2.1 VENTING REQUIRED.
 TRAPS AND TRAPPED FIXTURES SHALL BE VENTED IN
 ACCORDANCE WITH ONE OF THE VENTING METHODS SPECIFIED IN
 THIS CHAPTER.
  
 2. TEMPERED WATER REQUIRED AT LAVATORY'S PER FBC PL
 416.5 TEMPERED WATER FOR PUBLIC HAND-WASHING
 FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
Review Stop Z ZONING
Rev No 2 Status P Date 2017-04-24 Cont ID  
Sent By ajones Date 2017-04-24 Time 11:36 Rev Time 0.00
Received By ajones Date 2017-04-24 Time 11:36 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-03-02 Cont ID  
Sent By ajones Date 2017-03-02 Time 11:04 Rev Time 0.00
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Notes
***NONE***


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