Plan Review Details - Permit 15080531
Plan Review Stops For Permit 15080531
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-02-09 Cont ID  
Sent By jwitmer Date 2016-02-09 Time 10:25 Rev Time 0.00
Received By jwitmer Date 2016-02-09 Time 07:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-01-05 Cont ID  
Sent By jwitmer Date 2016-01-05 Time 08:12 Rev Time 0.00
Received By jwitmer Date 2016-01-04 Time 10:09 Sent To  
Notes
2016-01-05 08:12:52BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15080531
 ADD: 8989 OKEECHOBEE BLVD./ PUBLIX
 CONT: HAWKINS
 TEL: ( 561)314-6730
 E-MAIL: ?????????????
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: TUES. JAN. 05/ 2016
 ACTION: DENIED
  
 1A) 2ND REQUEST. SHEET SP-1 (SEE DETAIL E 5/SP1)SHOWS
 (2) HANDICAPPED PARKING SPACES NEXT TO EACH OTHER WITH
 (2) SEPARATE ACCESS AISLES, NOTE THERE IS NO CENTRAL
 ACCESS AISLE BETWEEN THE ROWS OF CARS TO ALLOW AN
 OCCUPANT TO TRAVEL IN THE FRONT OF A CAR RATHER THAN
 BEHIND ANOTHER PARKED CAR. THIS TYPE OF CONFIGURATION
 HAPPENS TWICE ON THE PLANS DATED 05/07/15.
 NOTE THIS IS ALLOWED WHEN THE OCCUPANT OF NEITHER SPACE
 IS COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES,
 EXCEPT BEHIND THEIR OWN VEHICLE. SEE 2014 FL ACCESSIBLE
 CODE 208.3.1.
  
 1B)COMPLIED. LETTER. ACCESSIBILITY CODE
 DISPROPORTIONATE COST 20 %.
  
 2)COMPLIED. THE 2014 FBC, 5TH EDITION WAS ADOPTED
 STATEWIDE ON JUNE 30TH/ 2015.
  
 3)SEMI-COMPLIED. THE STRUCTURAL SHEET S-2 INDICATES
 THEY WERE DESIGNED TO THE 2010 FBC. PLANS WERE
 SUBMITTED ON AUGUST 14/ 2015 UNDER THE 2014 FBC-B
 UPDATE PLANS.
  
 THIS PORTION WAS COMPLIED. THEY ALSO INDICATE THEY ARE
 DESIGNED UNDER THE HIGH WIND VELOCITY ZONE- MIAMI-DADE
 COUNTY VULT 175. PLEASE NOTE THE DESIGNER CAN DESIGN TO
 A MORE STRINGENT STANDARD BUT THE PRESSURES FOR THE
 HIGHER STANDARD WILL ALSO BE APPLICABLE.
  
 4) COMPLIED, ROOF ACCESS
  
  
 5) COMPLIED 2014 FBC-B 1509.6.5 MECHANICAL UNITS. FBC-B
 TABLE 1509.6.5.
  
 6) COMPLIED. 20104 FBC-B 1509.6 MECHANICAL EQUIPMENT
 SCREENS EXISTING PARAPETS.
  
 7) SEMI-COMPLIED. S-2 INDICATES NEW AND EXISTING
 ROOFTOP CURBS WITH CURB ADAPTORS PLEASE PROVIDE
 COMPLIANCE WITH 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 COMPLIED. (31) (D) ROOFING PRODUCTS AND ASSEMBLIES/
 CURBS/ ADAPTORS
  
 THE RESPONSE LETTER INDICATES TO SEE THE ATTACHED
 CALCULATIONS. THE ISSUES WITH CALCULATIONS, STRUCTURAL
 CALCULATIONS BY DOUGLAS RAMIREZ FOR 8989 OKEECHOBEE
 BLVD. PUBLIX SUPERMARKETS REFERENCES ASCE 7-10 WITH THE
 170 MPH AND ALSO THE 2010 FBC. THE PLANS WERE SUBMITTED
 UNDER THE 2014 FBC, ASCE 7-10, 170 MPH. UNDER THE 2010
 FBC THE WIND SPEED WAS 140 MPH (VASD) A STRONGER CODE
 THAN THE CURRENT CODE.
  
 8) COMPLIED, NO NEW PRE-MANUFACTURED A/C STANDS.
  
 9) PLEASE NOTE ANY ROOF FRAMING, ROOF DECKING THAT WILL
 REQUIRE WELDING AND OR BOLTED CONNECTIONS WILL REQUIRE
 A (3RD PARTY CERTIFICATION) CONTACT KEN CONRAD MANAGER
 OF SPECIAL INSPECTOR/ RESIDENT INSPECTOR PROGRAM. TEL:
 561-805-6666. NOTE ONLY 3RD PARTY CERTIFICATION IS
 REQUIRED, NOT A ONSITE RESIDENT INSPECTOR OR SPECIAL
 INSPECTOR.
  
 10) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-11 Cont ID  
Sent By jwitmer Date 2015-09-11 Time 09:50 Rev Time 0.00
Received By jwitmer Date 2015-09-11 Time 08:00 Sent To  
Notes
2015-09-11 09:50:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15080531
 ADD: 8989 OKEECHOBEE BLVD./ PUBLIX
 CONT: HAWKINS
 TEL: ( 561)314-6730
 E-MAIL: ?????????????
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 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: FRI. SEPT. 11/ 2015
 ACTION: DENIED
  
 1A) SHEET SP-1 SHOWS (2) HANDICAPPED PARKING SPACES
 NEXT TO EACH OTHER THAT SHARE THE SAME ACCESS AISLE.
 NOTE THIS IS ALLOWED WHEN THE OCCIPANT OF NEATHER SPACE
 IS COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES,
 EXCEPT BEHIND THEIR OWN VEHICLE. SEE 2014 FL ACCESSIBLE
 CODE 208.3.1.
  
 1B) THE ACCESSIBILITY CODE REQUIRES UP TOO 20 % OF THE
 VALUE OF THE PROJECT ($100,000.00) TO GO TOWARDS
 ACCESSIBLE UPGRADES. PLEASE SEE SECTION 202.4.1
 DISPROPORTIONATE COST AND THE ORDER THAT THE FUNDS ARE
 REQUIRED TO BE SPENT. IF OR WHEN THE ($100,000.00) IS
 SPENT ON ACCESSIBLE UPGRADESINTHE ORDER GIVEN IN
 202.4.1 THEN DISPROPORTIONALITY HAS BEEN MET. WE WILL
 NEED AN ITEMIZED LIST FROM EITHER THE CONTRACTOR OR THE
 DESIGNER OF RECORD ON THEIR LETTERHEAD. THIS STAYS AS
 PART OF THE PERMIT PACKAGE.
  
 2) THE COVERSHEET INDICATES THE PLANS WERE DESIGNED
 SIGNED AND SEALED 5/21/2015, BUT THE CONTRACTOR
 SUBMITTED THE PLANS FOR PERMIT AUGUST 14/ 2015. NOTE
 THE 2014 FBC, 5TH EDITION WAS ADOPTED STATEWIDE ON JUNE
 30TH/ 2015. THE PLANS WILL NEED TO BE REVIEWED AND
 UPDATED TO THE CURRENT CODE.
  
 3) THE STRUCTURAL SHEETS ALSO INDICATE THEY WERE
 DESIGNED TO THE 2010 FBC BUT THEY ALSO INDICATE THEY
 ARE DESIGNED UNDER THE HIGH WIND VELOCITY ZONE-
 MIAMI-DADE COUNTY VULT 175. PLEASE NOTE THE DESIGNER
 CAN DESIGN TO A MORE STRINGENT STANDARD BUT THE
 PRESSURES FOR THE HIGHER STANDARD WILL ALSO BE
 APPLICABLE.
  
 4) SHEET A3 ROOF TOP NOR S-2 SHOW THE ROOF TOP
 ELEVATION NOR HOW ACCESS TO THE ROOF TOP EQUIPMENT NOR
 COMPLIANCE WITH 2014 FBC-B
 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED
 STRUCTURES.
  
  
  
  
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
  
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN
 CRITERIA:
  
 4.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR
 ROOF EDGE NOT LESS THAN 30 INCHES (762 MM).
  
 4.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14
 INCHES (356 MM) ON CENTER.
  
 4.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN
 6-INCHES (152 MM) DEEP.
  
 4.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM)
 BETWEEN RAILS.
  
 4.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM)
 DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND
 (136.1 KG) LOAD.
  
 4.6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE
 PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF
 WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2).
  
 4.7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY
 APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE
 REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610
 MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR
 SERVICE PLATFORMS.
  
 5) SHEET S-2 SHOWS NEW ROOFTOP EQUIPMENT BENCHES, THE
 HEIGHT TO THE BOTTOM OF THE HORIZONTAL FRAMING MEMBERS
 IS NOT GIVEN, DETAILS ARE NOTED NOT DRAWN TO SCALE,
 PLEASE PROVIDE CODE COMPLIANCE WITH 2014 FBC-B 1509.6.5
 MECHANICAL UNITS. ROOF MOUNTED MECHANICAL UNITS SHALL
 BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203
 MM) ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS
 EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS
 PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH
 TABLE 1509.6.5.
  
 6) PLEASE SHOW FOR THE NEW EQUIPMENT ON THE ROOF
 COMPLIANCE WITH 20104 FBC-B 1509.6 MECHANICAL EQUIPMENT
 SCREENS. MECHANICAL EQUIPMENT SCREENS SHALL BE
 CONSTRUCTED OF THE MATERIALS SPECIFIED FOR THE EXTERIOR
 WALLS IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF
 THE BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS
 GREATER THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT
 SCREENS SHALL NOT BE REQUIRED TO COMPLY WITH THE
 FIRE-RESISTANCE RATING REQUIREMENTS.
 1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT
 SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT
 ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT
 ON THE MECHANICAL EQUIPMENT SCREEN.
  
 7) SHEET S-2 INDICATES NEW AND EXISTING ROOFTOP CURBS
 WITH CURB ADAPTORS PLEASE PROVIDE COMPLIANCE WITH 2014
 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF
 PRODUCTS OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE
 PRODUCT APPROVALS:
 (31) (D) ROOFING PRODUCTS AND ASSEMBLIES/ CURBS/
 ADAPTORS
 (G) PRE-ENGINEERED A/C STANDS
  
 8) 2010 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..
  
 9) PLEASE NOTE ANY ROOF FRAMING, ROOF DECKING THAT WILL
 REQUIRE WELDING AND OR BOLTED CONNECTIONS WILL REQUIRE
 A (3RD PARTY CERTIFICATION) CONTACT KEN CONRAD MANAGER
 OF SPECIAL INSPECTOR/ RESIDENT INSPECTOR PROGRAM. TEL:
 561-805-6666. NOTE ONLY 3RD PARTY CERTIFICATION IS
 REQUIRED, NOT A ONSITE RESIDENT INSPECTOR OR SPECIAL
 INSPECTOR.
  
 10) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-02-02 Cont ID  
Sent By albarran Date 2016-02-02 Time 12:24 Rev Time 0.00
Received By albarran Date 2016-02-02 Time 11:58 Sent To I
Notes
2016-02-02 13:54:14ALL PREVIOUSLY ADDRESSED DEFICIENCIES HAVE BEEN
 SATISFACTORILY ADDRESSED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-11-04 Cont ID  
Sent By albarran Date 2015-11-04 Time 13:26 Rev Time 0.00
Received By albarran Date 2015-11-04 Time 12:55 Sent To I
Notes
2015-11-04 13:33:21THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 2008 EDITION
 OF THE NEC, (NATIONAL ELECTRICAL CODE); THE 2010
 EDITION OF THE FBC, (FLORIDA BUILDING CODE) AS
 APPLICABLE AND BELOW ARE THE DEFICIENCIES NOTED.
 1. ALL FIRE ALARM WORK SHALL BE UNDER A SEPARATE PERMIT
 W/SEPARATE SUBMITTAL DOCUMENTS.
 2. REGARDLESS OF WHEN THESE PLANS WERE DRAWN AND
 SEALED, THEY WERE SUBMITTED FOR PERMITTING AFTER THE
 2014 FBC TOOK EFFECT. THEREFORE ALL THE PLANS SHALL BE
 REVISED TO COMPLY WITH SAME.
 3. FBC 107.2.1.4 QUALITY OF BUILDING PLANS. BUILDING
 PLANS SHALL BE DRAWN TO A MINIMUM 1/8 INCH SCALE UPON
 SUBSTANTIAL PAPER, CLOTH OR OTHER ACCEPTABLE MEDIUM.
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE
 INSERT CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-12-16 Cont ID  
Sent By scaldero Date 2015-12-16 Time 13:40 Rev Time 0.00
Received By scaldero Date 2015-12-16 Time 13:40 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-08-20 Cont ID  
Sent By scaldero Date 2015-08-20 Time 14:16 Rev Time 0.00
Received By scaldero Date 2015-08-20 Time 14:06 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-02-09 Cont ID  
Sent By jwitmer Date 2016-02-09 Time 16:16 Rev Time 0.00
Received By jwitmer Date 2016-02-08 Time 11:07 Sent To  
Notes
2016-02-08 11:07:59RESUB ROUTED TO JWITMER
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-02-02 Cont ID  
Sent By albarran Date 2016-02-02 Time 13:54 Rev Time 0.00
Received By albarran Date 2015-12-11 Time 10:23 Sent To  
Notes
2016-02-02 13:58:132/2/16 COMPLETED THE TRADE REVIEWS BUT MISSING
 COMPLIANCE WITH BLDG. CONTRACTOR NOTIFIED VIA EMAIL.H
 BIN WAS FUUL SO FILE WAS SET ON TOP OF CABINET.. MA
2015-12-14 10:28:50C33
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-11-04 Cont ID  
Sent By albarran Date 2015-11-04 Time 13:34 Rev Time 0.00
Received By albarran Date 2015-08-14 Time 15:04 Sent To  
Notes
2015-11-04 13:37:2211/4/15 FAILED ELECTRICAL PLANS REVIEW AS NOTED.
 CONTRACTOR NOTIFIED VIA EMAIL. SENT TO LARGE DENIED BIN
 "H". MA
2015-08-14 15:04:34C34
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-12-21 Cont ID  
Sent By ccole Date 2015-12-21 Time 12:06 Rev Time 0.00
Received By ccole Date 2015-12-21 Time 11:02 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-08-24 Cont ID  
Sent By ccole Date 2015-08-24 Time 15:42 Rev Time 0.00
Received By ccole Date 2015-08-24 Time 15:42 Sent To  
Notes
2015-08-24 16:16:471ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #15080531
 8/24/15
  
 1) THE PLANS SHALL BE DESIGNED IN ACCORDANCE WITH THE
 FIFTH EDITION 2014 FLORIDA BUILDING CODES. PLEASE
 REVIEW AND UPDATE THE CODE REFERENCES LISTED ON THE
 COVER SHEET.
 2) SHEET M-1: PROVIDE DEMOLITION NOTES AT THE EXPANDED
 PHARMACY AND THE ENTRANCE TO CLARIFY THE SCOPE OF WORK
 AT EACH LOCATION.
 3) M-2: AC LOAD CALCULATIONS ARE REQUIRED FOR THE NEW
 PHARMACY AC SYSTEM- REFER TO SECTION C403.2.1 FBC-14
 ENERGY CONSERVATION- CALCULATION OF HEATING AND COOLING
 LOADS.
 DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE
 PROCEDURES DESCRIBED IN THE ASHRAE/ACCA STANDARD 183 OR
 ACCA MANUAL N AND SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM SUBMITTED TO THE BUILDING DEPARTMENT
 WHEN THE BUILDING IS PERMITTED OR, IN THE EVENT THE
 MECHANICAL PERMIT IS OBTAINED AT A LATER TIME, THE
 SIZING CALCULATION SHALL BE SUBMITTED WITH THE
 APPLICATION FOR THE MECHANICAL PERMIT. HEATING AND
 COOLING LOADS SHALL BE ADJUSTED TO ACCOUNT FOR LOAD
 REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY RECOVERY
 SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE
 WITH THE ASHRAEHVAC SYSTEMS AND EQUIPMENT HANDBOOK.
 ALTERNATIVELY, DESIGN LOADS SHALL BE DETERMINED BY AN
 APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING THE
 DESIGN PARAMETERS SPECIFIED IN CHAPTER 3.
 4) M-3, S-2: PROVIDE THE WIND LOAD DESIGN CRITERIA ON
 THE PLAN FOR TIE DOWN OF THE ROOF TOP AC EQUIPMENT-
 REFER TO SECTION 301.15 FBC-14 MECHANICAL AND SECTION
 1609 FBC-14 BUILDING. PROVIDE SUBMITTALS FOR CURB
 ADAPTERS AND STANDS.
 5) PROVIDE PRIMARY AND SECONDARY CONDENSATE DISPOSAL
 PLANS FOR THE NEW AHU-1: SEE SECTION 307 FBC-14
 MECHANICAL.
 6) PLEASE NOTE THAT SEPARATE PERMITS ARE REQUIRED FOR
 REFRIGERATION AND KITCHEN HOOD AND EXHAUST SYSTEMS.
 7) REFER TO SECTION C408 (SYSTEM COMMISSIONING) FBC-14
 ENERGY CONSERVATION: PLEASE REVIEW ALL SUB-SECTIONS AND
 PROVIDE A COMMSSIONING PLAN IN ACCORDANCE WITH SECTION
 C408.2.1.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-12-20 Cont ID  
Sent By tklarge Date 2015-12-20 Time 05:00 Rev Time 0.00
Received By tklarge Date 2015-12-20 Time 04:21 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-08-31 Cont ID  
Sent By tklarge Date 2015-08-31 Time 14:48 Rev Time 0.00
Received By tklarge Date 2015-08-21 Time 02:59 Sent To  
Notes
2015-08-21 05:31:571) THE PLANS REFER TO THE 2010 FBC. THE CODE IN EFFECT
 IS THE 2014 FBC. REVISE THE NOTES TO REFLECT THE 2014
 FBC. REFER TO THE INDEX SHEET, EQ-1 (GENERAL NOTES
 #3,4,&5 .
 2) SHTS. P-1 & P-3 - SHOW THE CONTINUATION
 POINTS/TERMINATION POINTS OF ALL LINES ON THE NORTH
 SIDE OF THE STRUCTURE (6"W, 3" COND., 4" S,4"W. ETC)
 THERE IS ALSO WHAT APPEARS TO BE A LONG TRENCH DRAIN
 (4"W) AND ALSO A 4"LINE AND A 2" LINE ENTERING OR
 LEAVING WHAT LOOKS LIKE SOME SORT OF SUMP. CLARIFY
 THESE STRUCTURES AND THE TERMINATION POINTS OF THE
 DRAINS. REFER TO COLUMN LINES 4-5 ON "R" LINE.
 3) SHT. P-7 - DETAIL # 3 - WHERE A FLOOR DRAIN IS
 LOCATED WITHIN AN AREA SUBJECT TO FREEZING, THE WASTE
 LINE SERVING THE FLOOR DRAIN SHALL NOT BE TRAPPED AND
 SHALL INDIRECTLY DISCHARGE INTO A WASTE RECEPTOR
 LOCATED OUTSIDE OF THYE AREA SUBJECT TO FREEZING,
 CLARIFY THIS FOR THIS DETAIL.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  


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