Plan Review Details - Permit 09010335
Plan Review Stops For Permit 09010335
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2009-12-14 Cont ID  
Sent By jgomez Date 2009-12-14 Time 14:13 Rev Time 0.00
Received By jgomez Date 2009-12-14 Time 14:13 Sent To PC
Notes
2009-12-14 14:14:56TRUSS PACKAGE, POLE CALCULATIONS, FOOTING REVISION AND
 ROLL DOWN SHUTTERS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2009-11-19 Cont ID  
Sent By jgomez Date 2009-11-19 Time 08:55 Rev Time 0.00
Received By jgomez Date 2009-11-19 Time 08:55 Sent To PC
Notes
2009-11-19 09:07:05REVISION SUBMITTAL CHECKLIST. (ONLY 2 SETS OF
 EVERYTHING IS REQUIRED).
  
 1- DRESSING ROOM REVISION: OK.
  
 2-TRUSS PACKAGE:
 A) TRUSS LAYOUT AND TRUSS FT1 SHOW TRUSS BEARING ON A
 WOOD LEDGER ON ONE SIDE AND BEARING ON THE WALL ON THE
 OTHER SIDE. ROOF FRAMING PLAN ON STRUCTURAL DRAWINGS
 SHOW TRUSS BEARING ON WOOD LEDGERS ON BOTH SIDES.
 REVISE AS REQUIRED TO MATCH.
  
 B) NEED ENGINEER'S ORIGINAL SIGNATURE AS REQUIRED BY
 CHAPTER 471 FLORIDA STATUTE.
  
 C) REVISE INFORMATION ON TRUSS COVER PAGE. THIS IS NOT
 A SINGLE FAMILY RESIDENCE AND THIS IS NOT BROWARD
 COUNTY. REVISE AS REQUIRED.
  
 3- PARKING LOT LIGHT POLE CALCULATIONS: NEED TO PROVIDE
 2 COPIES WITH ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS
 REQUIRED BY CHAPTER 471 FLORIDA STATUTE. ONLY ONE
 ORIGINAL WAS SUBMITTED.
  
 4- ROOFING BASE SHEET CALCULATIONS ARE OK. JUST MAKE
 SURE THAT THE INSULATION TO BE INSTALLED MEETS THE R
 VALUE SPECIFIED ON THE ENERGY CALCULATIONS.
  
 5- ASBESTOS REPORT. WAITING FOR ENGINEER'S CURRENT
 SEAL.
  
 6- ROLL DOWN HURRICANE SHUTTERS:
 A) REVISE TYPE OF ANCHOR TO BE USED. TYPE "A" IS FOR
 3000PSI CONCRETE. NEED TO USE TYPE "B" TAPCON FOR CMU
 CONSTRUCTION. REVISE INSTALLATION SCHEDULE USING TYPE
 "B" TAPCON TABLE FROM SHUTTERS DRAWINGS SUBMITTED (SEE
 SHEET 4 OF 7).
  
 7- ACCORDION SHUTTERS: OK.
  
 8- INSWING SINGLE DOOR PRODUCT APPROVAL: OK.
  
 9- OWES $130 FOR REVISION FEES.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-08-26 Cont ID  
Sent By jgomez Date 2009-08-06 Time 19:02 Rev Time 0.00
Received By jgomez Date 2009-08-06 Time 19:02 Sent To  
Notes
2009-08-06 19:19:17BUILDING REVIEW APPROVED WITH PROVISO (PROVIDE
 INFORMATION PRIOR TO INSPECTION TO AVOID CONFLICTS OR
 DELAYS):
  
 1- DRESSING ROOM TO COMPLY WITH SEC. 11-4.35.1 THRU
 11-4.35.4. PROVIDE REVISED PLAN AND DETAIL SHOWING
 COMPLIANCE WITH THIS SECTIONS.
  
 2- PROVIDE COMPLETE TRUSS PACKAGE REVIEWED BY THE
 DESIGNER OF RECORD PRIOR TO INSTALLATION.
  
 3- PROVIDE COMPLETE ENGINEERING AND SPECIFICATIONS FOR
 LIGHT POLES SHOWN ON SHEET SEP-1.
  
 4- PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS FOR
 NAIL ENHANCING IN FLAT ROOF ASSEMBLY AS REQUIRED BY
 GENERAL LIMITATION #7 ON NOA SUBMITTED. CLEARLY
 IDENTIFY SELECTED ASSEMBLY AND BASE SHEET FASTENING
 OPTION.
  
 5- ENGINEER WHO SEALED ASBESTOS REPORT NEEDS TO USE
 CURRENT SEAL THAT SAYS "LICENSE" NOT "CERTIFICATE" AS
 REQUIRED BY CHAPTER 471 FLORIDA STATUTE.
  
 6- PROVIDE COMPLETE PRODUCT APPROVAL FOR ROLL DOWN
 SHUTTERS. PROVIDE FLORIDA PRODUCT APPROVAL COVER PAGE
 THAT CORRESPONDS TO INFORMATION SUBMITTED.
  
 7- REVISE ACCORDION SHUTTERS INSTALLATION SCHEDULE.
 REVISE SHUTTERS MOUNTING CONDITION, SHUTTERS
 INSTALLATION (VERTICAL NOT HORIZONTAL) AND ANCHOR
 SPACING. SEE PRODUCT APPROVAL SUBMITTED.
  
 8- PROVIDE PRODUCT APPROVAL FOR EXTERIOR INSWING DOOR
 (RULE 9B-72) AS SHOWN ON PLANS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-04-16 Cont ID  
Sent By jgomez Date 2009-04-16 Time 18:46 Rev Time 0.00
Received By jgomez Date 2009-04-16 Time 18:46 Sent To  
Notes
2009-04-16 19:28:24BUILDING CHANGE OF USE/ALTERATION, BUILDING REVIEW
 SECOND CHECKLIST.
 REVIEW UNDER 2004 FBC WITH 2007 REVISIONS.
  
 ***NOTE: CAPITAL LETTERS REPRESENT ORIGINAL COMMENT.
 NON-CAPITAL LETTERS REPRESENTS RESPONSE TO SUBMITTAL.
  
 1- BRING PLANS TO PALM BEACH COUNTY TO VERIFY IF IMPACT
 FEES FOR CHANGE OF USE ARE REQUIRED. BRING BACK PALM
 BEACH COUNTY STAMPED PLANS AND COPY OF THE PAID RECEIPT
 IF FEES ARE DUE. IF THIS WAS DONE BEFORE, PLEASE GET
 THE PLANS RE-STAMPED AND BRING COPY OF PAID RECEIPT. WE
 NEED THIS INFORMATION FOR RECORD KEEPING.
  
 ***OK TO BRING INFORMATION LATER ON PRIOR TO PRINTING
 PERMIT.
  
 2- ACCORDING TO PROPERTY APPRAISAL WEBSITE AERIAL VIEW
 OF THE BUILDING (SEE ATTACHED COPY) AND DEFINITION FOR
 BUILDING AREA ON CHAPTER SEC. 502 OF 2004 FBC THE
 BUILDING IS TO BE CONSIDERED AS ONE BUILDING. NEED TO
 PROVIDE COMPLETE INFORMATION FOR ENTIRE BUILDING TO
 VERIFY COMPLIANCE WITH:
 A) TOTAL BUILDING AREA ALLOWED ACCORDING TO THE
 BUILDING CONSTRUCTION TYPE. PROVIDE CALCULATIONS TO
 VERIFY COMPLIANCE WITH TABLE 503 FBC 2004.
  
 *** MET WITH LUIS MARTINEZ & ROBERT BROWN. CALCULATIONS
 PROVIDED ARE OK TO CONSIDER THE WHOLE FLOOR FOR THE
 MOST RESTRICTIVE PROPOSED USE. THE ONLY THING REQUIRED
 AS EXPLAINED TO DON HORTON OVER THE TELEPHONE IS THE
 FOOTPRINT OF THE BUILDING SHOWING THE DIMENSIONS OF THE
 BUILDING, SPECIALLY THE OPEN ROOFED AREA BETWEEN THE
 TWO CONNECTED BUILDINGS.
  
 3- SHEET 2.1:
 A) LANDING ON EAST RAMP BY SINGLE ENTRY DOOR DOESN'T
 COMPLY WITH SEC. 11-4.8.4 FBC 2004. REVISE AS REQUIRED.
  
 *** RESPONSE WAS OK FOR THE BREEZEWAY AREA, BUT THE
 COMMENT WAS REFERING TO THE EAST RAMP BY SINGLE ENTRY
 DOOR (ENTRY TO THE TRIFT SHOP). RESPONSE TO THE
 RAILINGS ON THE RAMP WHERE NOT REQUIRED BECAUSE THE
 RISE IS ONLY 4" IS OK, BUT THE LANDING BY THE DOOR
 NEEDS TO COMPLY WITH THE CITED SECTION.
  
 B) MANEUVERING CLEARANCES AT DOOR LEADING TO THE WOMEN
 TOILET ROOM DOESN'T COMPLY WITH FIGURE 25 OF CHAPTER 11
 FBC 2004. PROVIDE DIMENSIONS SHOWING COMPLIANCE.
  
 ***ONE WATER FOUNTAIN WAS PROVIDED. SHOW CLEARANCE
 DIMENSION ON FLOOR PLAN. REMEMBER ONLY WRITEN
 DIMENSIONS ARE TO FOLLOW, NOT SCALING PLANS.
  
 C) SHOW OVERALL BUILDING FOOTPRINT. COORDINATE WITH
 ITEM #2 ABOVE.
  
 *** OVERALL BUILDING FOOTPRINT WAS NOT PROVIDED FOR
 VERIFICATION.
  
 4- SHEET 5.1:
 A) PROVIDE COMPLETE TRUSS ENGINEERING PACKAGE. TRUSS
 PACKAGE NEED TO BE REVIEWED AND APPROVED IN WRITING BY
 THE ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THIS
 OFFICE.
  
 *** OK TO BE SUBMITTED LATER ON.
  
 B) COMPONENTS AND CLADDING PRESSURES ZONES FOR ROOF
 SCHEDULE: CLARIFY WHY SPACING FOR NAILS AT INTERMEDIATE
 SUPPORTS IS NOT GIVEN FOR ROOF ZONE #3.
  
 *** INFORMATION WAS REVISED. FIRST USED RING SHANK
 NAILS AND THE SPACING WAS OK EXCEPT THAT ZONE 3 WAS
 MISSING INFORMATION. NOW, THE INFORMATION SUBMITTED
 NEED TO REVISE THE NAIL SPACING FOR ZONES 1, 2 AND 3.
 SEE TABLE 2304.9.1 OF 2004 FBC.
  
 5- SHEET 6.1:
 A) COMPONENTS AND CLADDING PRESSURES ZONES FOR WALLS
 SCHEDULE: CLARIFY WHY THE NAIL SPACING IS MORE CLOSER
 TOGETHER FOR ZONE 4 THAN FOR ZONE 5.
  
 *** TABLE WAS REVISED, BUT WIND EXPOSURE WAS CHANGED
 FROM C TO B ON SHEET 2.1. REVISE AS REQUIRED TO MATCH.
  
 B) STRUCTURAL DOOR BUCK DETAIL: SEE SUBMITTED PRODUCT
 APPROVAL AND REVISE DOOR BUCK DETAIL AS REQUIRED.
  
 *** SEE PRODUCT APPROVAL AND REVISE DETAIL AS REQUIRED.
 DETAIL PROVIDED DOESN'T MATCH PRODUCT APPROVAL. NEED TO
 PROVIDE FULL SUPPORT TO THE DOOR FRAME. THIS IS ALSO
 REQUIRED BY SEC. 1714.5.4 OF 2004 FBC.
  
 C) TOILET ELEVATIONS: CLARIFY DIMENSION OF 33" AND 7"
 SHOWN BY THE MIRROR AND SINK SIDE. WHERE ARE THIS
 DIMENSIONS TAKEN FROM?. THEY DON'T WORK WITH SINK RIM
 HEIGHT EITHER. SEE COMMENTS ON PLANS. REVISE AS
 REQUIRED.
  
 *** DIMENSIONS WERE CHANGED BUT THEY DON'T COMPLY. SEE
 FIGURE 31 OF CHAPTER 11 OF 2004 FBC AND REVISE
 DIMENSIONS AS REQUIRED.
  
 6- SHEET SEP-1:
 A) PROVIDE COMPLETE ENGINEERING FOR LIGHT POLES TO
 WITHSTAND 140MPH "SUSTAINED" WIND SPEED AS REQUIRED BY
 EXTERIOR LIGHT POLES NOTES #2 AND #5.
  
 *** OK TO PROVIDE LATER ON PRIOR TO INSTALLATION.
  
 B) PROVIDE SHOP DRAWINGS AND SPECIFICATIONS FOR LIGHT
 POLES THAT MEET THE DESIGN CRITERIA. THIS INFORMATION
 NEED TO BE REVIEWED AND APPROVED BY THE ENGINEER OF
 RECORD PRIOR TO SUBMITTAL TO THIS OFFICE.
  
 *** OK TO PROVIDE LATER ON PRIOR TO INSTALLATION.
  
 C) SEPARATE PERMIT MAY BE REQUIRED FOR NEW PARKING
 WORK. COORDINATE WITH ZONING AND ENGINEERING.
  
 ***THIS IS JUST AN ADVICE. COORDINATE WITH THEM.
  
 7- PROVIDE 2 COPIES OF PRODUCT APPROVALS AS REQUIRED BY
 DCA RULE 9B-72 FOR ALL SIMPSON STRUCTURAL CONNECTORS
 SPECIFIED ON PLANS AND DETAILS.
 NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL COVER
 PAGE AND PAGE WHERE CONNECTORS ARE SHOWN. NO NEED TO
 SUBMIT COMPLETE REPORT. THIS APPLIES TO STRUCTURAL
 CONNECTORS ONLY.
  
 *** OK TO SUBMIT LATER ON.
  
 8- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 9- FLAT ROOF PRODUCT APPROVAL NOA 06-0626.04 SUBMITTED:
 SELECTED ASSEMBLY ON PAGE 11 OF 24 IS FOR AN INSULATED
 DECK. ALSO, IT'S LIMITED BY GENERAL LIMITATION #7. NEED
 TO PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS FOR
 NAIL ENHANCING AT PERIMETER AND CORNER AREAS. SEE
 GENERAL LIMITATION #7 ON PAGE 24 OF 24.
  
 *** OK TO BE SUBMITTED LATER ON.
  
 ***NOTE: COORDINATE INSULATION WITH R-VALUE REQUIRED BY
 THE ENERGY CALCULATIONS.
  
 10- ENERGY CALCULATIONS.
 COPIES SUBMITTED. SEE COMMENTS BY OTHER TRADES.
  
 11- ASBESTOS REPORT SUBMITTED:
 A) REPORT NEED TO BE SIGNED AND SEALED BY THE DESIGN
 PROFESSIONAL WHO PREPARED IT AS REQUIRED BY CHAPTER 471
 AND 481 OF FLORIDA STATUTE. PLEASE, MAKE SURE NAME OF
 PROFESSIONAL AND LICENSE NUMBER IS PROVIDED AND
 ORIGINAL SEAL AN SIGNATURE IS PROVIDED AS WELL. REPORT
 SUBMITTED WAS NO SIGNED AND SEALED.
  
 *** MISSING THE RAISED SEAL OF THE ENGINEER.
  
 12- NEW COMMENT FOR NEW PRODUCT APPROVALS SUBMITTED: (
 THIS MAY BE PROVIDED LATER WITH ALL PRODUCT APPROVAL
 INFORMATION).
 A) PROVIDE APPROVED PRODUCT APPROVAL FOR ROLL DOWN
 SHUTTERS. INFORMATION SUBMITTED DOESN'T IDENTIFY THE
 AGENCY WHO APPROVED THIS PRODUCT APPROVAL. THERE IS NO
 FLORIDA PRODUCT APPROVAL #. EG: FL1234.
  
 B) PROVIDE COMPLETE INSTALALTION SCHEDULE. SEE ATTACHED
 SAMPLE. AND, MARK ON SHUTTER DRAWINGS SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR TYPE AND SPACING TO BE USED. THIS
 APPLIES TO BOTH ROLL SHUTTERS AND ACCORDION SHUTTERS.
  
 C) PROVIDE ACCORDION SHUTTERS PRODUCT APPROVAL FOR 2004
 CODE VERSION, NOT 2007. THIS BUILDING WAS REVIEWED
 UNDER 2004 FBC.
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-02-04 Cont ID  
Sent By jgomez Date 2009-02-04 Time 10:43 Rev Time 0.00
Received By jgomez Date 2009-02-04 Time 10:42 Sent To  
Notes
2009-02-04 11:18:37BUILDING CHANGE OF USE/ALTERATION, BUILDING REVIEW
 CHECKLIST.
 REVIEW UNDER 2004 FBC WITH 2007 REVISIONS.
  
 1- DESCRIPTION OF WORK SHOWN ON PERMIT APPLICATION
 DOESN'T MATCH INFORMATION SHOWN ON PLANS SUBMITTED.
 PLANS SHOW CHANGE OF USE FROM PARKING TO MERCANTILE.
 REVISE DESCRIPTION ON PERMIT APPLICATION AS REQUIRED TO
 MATCH PLANS.
  
 2- BRING PLANS TO PALM BEACH COUNTY TO VERIFY IF IMPACT
 FEES FOR CHANGE OF USE ARE REQUIRED. BRING BACK PALM
 BEACH COUNTY STAMPED PLANS AND COPY OF THE PAID RECEIPT
 IF FEES ARE DUE. IF THIS WAS DONE BEFORE, PLEASE GET
 THE PLANS RE-STAMPED AND BRING COPY OF PAID RECEIPT. WE
 NEED THIS INFORMATION FOR RECORD KEEPING.
  
 3- NEED RECORDED NOTICE OF COMMENCEMENT. SEC. 713.13
 FLORIDA STATUTE.
 NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK UP.
  
 4- ACCORDING TO PROPERTY APPRAISAL WEBSITE AERIAL VIEW
 OF THE BUILDING (SEE ATTACHED COPY) AND DEFINITION FOR
 BUILDING AREA ON CHAPTER SEC. 502 OF 2004 FBC THE
 BUILDING IS TO BE CONSIDERED AS ONE BUILDING. NEED TO
 PROVIDE COMPLETE INFORMATION FOR ENTIRE BUILDING TO
 VERIFY COMPLIANCE WITH:
 A) TOTAL BUILDING AREA ALLOWED ACCORDING TO THE
 BUILDING CONSTRUCTION TYPE. PROVIDE CALCULATIONS TO
 VERIFY COMPLIANCE WITH TABLE 503 FBC 2004.
  
 B) PERCENTAGE OF OPENINGS ALLOWED, INCLUDING PROTECTED
 AND UNPROTECTED OPENINGS AS REQUIRED BY TABLE 704.8 FBC
 2004.
  
 C) SEPARATION BETWEEN OCCUPANCIES. TABLE 302.3.2 FBC
 2004.
 NOTE: TAKE INTO CONSIDERATION FIRE RATING OF DOORS AND
 WINDOWS ON WALKWAY BETWEEN THRIFT SHOP AND STORAGE.
 TABLE 704.8 FBC 2004.
  
 5- ENGINEER NEEDS TO WRITE DOWN HIS LICENSE NUMBER AS
 REQUIRED BY SEC. 61G15-23.002 FLORIDA ADMINISTRATIVE
 CODE. PLANS ONLY SHOW THE ENGINEERING FIRM CERTIFICATE
 OF AUTHORIZATION NUMBER, NOT THE ENGINEER'S LICENSE
 NUMBER. THIS APPLIES TO TITLE BLOCK ON ALL SHEETS.
  
 6- SHEET 2.1:
 A) GENERAL NOTES ON THE BOTTOM LEFT OF SHEET DON'T
 CORRESPOND TO THIS PROJECT. THEY CORRESPOND TO AN
 EATING PLACE LIKE SUBWAY. REVISE NOTES AS REQUIRED TO
 INCLUDE ONLY THE ONES THAT PERTAIN TO THIS JOB.
  
 B) UPDATE CODES FOR THIS PROJECT. REFER TO FBC 2004
 WITH 2007 REVISIONS, NOT 2006. ALSO, THE SCOPE OF WORK
 INCLUDES CHANGE OF OCCUPANCY. SEE CHAPTER 8 OF 2004
 FLORIDA EXISTING BUILDING CODE.
  
 C) PROJECT DATA AT THIS TENANT INFORMATION: COORDINATE
 ALL INFORMATION WITH ITEM #4 ABOVE.
 IN ADDITION CLARIFY THE FOLLOWING:
 * WHERE WAS GROUP M "ORDINARY HAZARD" TERM AND STORAGE
 S-1 "ORDINARY HAZARD" TERM TAKEN FROM. WHAT DOES
 "ORDINARY HAZARD" MEANS. SPECIFY CODE SECTION OR TABLE
 WHERE THIS WAS TAKEN FROM.
  
 ** GENERAL HEIGHT AND AREA INFORMATION IS INCORRECT
 BASED ON THE TYPE OF CONSNTRUCTION IIIB. REVISE AS
 REQUIRED.
  
 *** REVISE FIRE RATED CORRIDORS INFORMATION. SEE TABLE
 1016.1 FBC 2004.
  
 **** REVISE MAXIMUM TRAVEL DISTANCE. ACCORDING TO
 CONSTRUCTION TYPE SHOWN THIS IS TYPE III UNSPRINKLERED.
  
 ***** REVISE INFORMATION GIVEN ON CONSTRUCTION
 CLASIFICATION PER TABLE 602 FBC 2004. INFORMATION IS
 NOT CLEAR, FIRE RATING IS NOT SPECIFIED AND NEED TO
 COORDINATE THIS INFORMATION WITH ITEM #4 ABOVE.
  
 ****** CLARIFY WHERE IS THE NUMBER OF PEOPLE CONSIDERED
 FOR THE STORAGE AREA TAKEN FROM. THIS NUMBER DOESN'T
 WORK WITH TABLE 1004.1.2 FBC 2004. IT CAN'T HAVE MORE
 PEOPLE THAN THAT ALLOWED BY THE TABLE.
  
 D) REVISE DESIGN PARAMETERS INFORMATION: WHERE IS
 SECTION 1609.6A-D TAKEN FROM. SEE CODE FOR CORRECT CODE
 SECTIONS TO BE REFERENCED.
  
 E) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR RAMP
 HANDRAILS IN CORRIDOR BETWEEN THRIFT STORE AND STORAGE
 TO VERIFY COMPLIANCE WITH SEC. 11-4.8.5 FBC 2004.
  
 F) PROVIDE COMPLETE INFORMATION TO VERIFY IF HANDRAILS
 ARE REQUIRED OR NOT ON RAMP GOING TO THE THRIFT STORE
 BY EAST WALL SINGLE DOOR.
  
 G) LANDING ON EAST RAMP BY SINGLE ENTRY DOOR DOESN'T
 COMPLY WITH SEC. 11-4.8.4 FBC 2004. REVISE AS REQUIRED.
  
 H) MANEUVERING CLEARANCES AT DOOR LEADING TO THE WOMEN
 TOILET ROOM DOESN'T COMPLY WITH FIGURE 25 OF CHAPTER 11
 FBC 2004. PROVIDE DIMENSIONS SHOWING COMPLIANCE.
  
 I) INFORMATION ON INTERIOR WALL DETAIL AND GENERAL WALL
 LEGEND DOESN'T MATCH. REVISE STUD SPACING TO MATCH.
  
 J) PROVIDE COMPLETE CALCULATIONS SHOWING HOW THE
 DIMENSIONS FOR ALLOWED WALL OPENINGS WHERE TAKEN FROM.
 IN ADDITION. NEED TO COORDINATE THIS INFORMATION WITH
 ITEM #4 ABOVE. PROVIDE SKETCH SHOWING CONSIDERED WALL
 AREAS AND CORRESPONDING DISTANCES.
  
 K) SHOW OVERALL BUILDING FOOTPRINT. COORDINATE WITH
 ITEM #4 ABOVE.
  
 7- SHEET 5.1:
 A) PARAPET WALL DETAIL: PARAPET WALL TO HAVE THE SAME
 FIRE-RESISTANCE RATING AS THE WALL SUPPORTING IT AS
 REQUIRED BY SEC. 704.11.1 FBC 2004. REVISE AS REQUIRED.
  
 B) SHEET 2.1 SPECIFIES TYPE IIIB CONSTRUCTION TYPE.
 REVISE PARAPET CONSTRUCTION AS REQUIRED TO MATCH TYPE
 OF CONSTRUCTION SPECIFIED FOR THE BUILDING.
  
 C) PROVIDE COMPLETE TRUSS ENGINEERING PACKAGE. TRUSS
 PACKAGE NEED TO BE REVIEWED AND APPROVED IN WRITING BY
 THE ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THIS
 OFFICE.
  
 D) COMPONENTS AND CLADDING PRESSURES ZONES FOR ROOF
 SCHEDULE: CLARIFY WHY SPACING FOR NAILS AT INTERMEDIATE
 SUPPORTS IS NOT GIVEN FOR ROOF ZONE #3.
  
 E) PLYWOOD ROOF SHEATHING SPECIFICATIONS SHOWN ON
 PARAPET WALL DETAIL DON'T MATCH SPECIFICATIONS SHOWN ON
 COMPONENTS AND CLADDING SCHEDULE AND ON PLYWOOD
 SHEATHING NAILING SCHEDULE NOTE AT BOTTOM RIGHT CORNER
 OF SHEET. REVISE AS REQUIRED.
  
 F) ROOF DESIGN LOADS TO MATCH LOADS SPECIFIED ON SHEET
 2.1.
  
 G) ROOF FRAMING PLAN: CLARIFY WHY NEW GUTTER BY OTHERS
 ON EXISTING HIGHER ROOF. THERE IS NOT BUILDING SECTION
 ON SHEET 7 AS SPECIFIED ON NOTE. PROVIDE ALL PERTINENT
 INFORMATION AS REQUIRED. CLARIFY IF A SEPARATE PERMIT
 WILL BE APPLIED FOR THE GUTTER.
  
 8- SHEET 6.1:
 A) COMPONENTS AND CLADDING PRESSURES ZONES FOR WALLS
 SCHEDULE: CLARIFY WHY THE NAIL SPACING IS MORE CLOSER
 TOGETHER FOR ZONE 4 THAN FOR ZONE 5.
  
 B) CLARIFY WHY THERE IS NOT NAILING SPECIFICATIONS FOR
 INTERMEDIATE SUPPORTS ON ZONE 4 OF COMPONENTS AND
 CLADDING SCHEDULE.
  
 C) STRUCTURAL DOOR BUCK DETAIL: SEE SUBMITTED PRODUCT
 APPROVAL AND REVISE DOOR BUCK DETAIL AS REQUIRED.
  
 D) SOME SIZE OF WINDOWS SHOWN ON ELEVATIONS DON'T MATCH
 SIZE OF WINDOWS SPECIFIED ON FLOOR PLAN ON SHEET 2.1.
 REVISE AS REQUIRED TO MATCH.
 NOTE: CHECK PRODUCT APPROVAL SUBMITTED FOR MAXIMUM SIZE
 OF WINDOW.
  
 E) TYPICAL WALL SECTION 3/6.1: SPECIFY HOW PROVIDING
 THE REQUIRED FIRE RATING ON BOTH SIDES OF WALL.
 CORRIDOR SIDE AND INTERIOR SIDE. INCLUDING THE CEILING
 AREA.
  
 F) SHOW ON TYPICAL WALL SECTION 3/6.1 HOW COMPLYING
 WITH THE FIRE BARRIER AS REQUIRED BY SEC. 706 FBC 2004.
  
 G) TYPICAL WALL SECTION 3/6.1 TO SHOW COMPLIANCE WITH
 FIRE PARTITION CONTINUITY SEC. 708.4 FBC 2004.
  
 H) TYPICAL SECTION 3/6.1 SHOWS UL DESIGN U914. THESE IS
 FOR A 3 HOUR FIRE RATED WALL. SPECIFICATIONS SHOWN ON
 THIS WALL SECTION DON'T MATCH THE SPECIFICATIONS SHOWN
 ON UL914. REVISE AS REQUIRED TO MATCH.
  
 I) REVISE SPOUT HEIGHT AND KNEE DETAIL. SPOUT IS 36"
 MAX. NO MIN.
  
 J) INFORMATION FOR DETAIL 2/6.1 IS NOT CLEAR.
 INFORMATION IS OVERLAPPING ON THE SHEET MARGIN LINE.
 REVISE AS REQUIRED.
  
 K) TOILET ELEVATIONS: CLARIFY DIMENSION OF 33" AND 7"
 SHOWN BY THE MIRROR AND SINK SIDE. WHERE ARE THIS
 DIMENSIONS TAKEN FROM?. THEY DON'T WORK WITH SINK RIM
 HEIGHT EITHER. SEE COMMENTS ON PLANS. REVISE AS
 REQUIRED.
  
 9- SHEET 7.1:
 A) REVISE PARAPET CONSTRUCTION ON ALL WALL SECTIONS.
 COORDINATE WITH ITEM #7A AND #7B ABOVE.
  
 B) REVISE ROOF SHEATHING NAILING AND SPACING ON WALL
 SECTIONS. COORDINATE WITH ITEM #7E ABOVE.
  
 C) INFORMATION FOR DETAILS 10/7.1 AND DETAIL 9/7.1 IS
 OVERLAPPING. REVISE AS REQUIRED.
  
 D) TYPICAL WALL SECTION 4/7.1 SPECIFIES UL ASSEMBLY
 U914, WHICH IS FOR A 3 HOUR FIRE RATED WALL.
 SPECIFICATIONS SHOWN ON THIS DETAIL DON'T MATCH UL 914.
 REVISE AS REQUIRED.
  
 10- SHEET SEP-1:
 A) PROVIDE COMPLETE ENGINEERING FOR LIGHT POLES TO
 WITHSTAND 140MPH "SUSTAINED" WIND SPEED AS REQUIRED BY
 EXTERIOR LIGHT POLES NOTES #2 AND #5.
  
 B) PROVIDE SHOP DRAWINGS AND SPECIFICATIONS FOR LIGHT
 POLES THAT MEET THE DESIGN CRITERIA. THIS INFORMATION
 NEED TO BE REVIEWED AND APPROVED BY THE ENGINEER OF
 RECORD PRIOR TO SUBMITTAL TO THIS OFFICE.
  
 C) SEPARATE PERMIT MAY BE REQUIRED FOR NEW PARKING
 WORK. COORDINATE WITH ZONING AND ENGINEERING.
  
 11- PROVIDE COMPLETE SPECIFICATIONS FROM MANUFACTURER
 FOR TWO HOUR FIRE RATED CONCRETE BLOCK AS REQUIRED BY
 TYPE IIIB TYPE OF CONSTRUCTION SPECIFIED ON PLANS.
  
 12- PROVIDE 2 COPIES OF PRODUCT APPROVALS AS REQUIRED
 BY DCA RULE 9B-72 FOR ALL SIMPSON STRUCTURAL CONNECTORS
 SPECIFIED ON PLANS AND DETAILS.
 NOTE: PROVIDE ONLY THE FLORIDA PRODUCT APPROVAL COVER
 PAGE AND PAGE WHERE CONNECTORS ARE SHOWN. NO NEED TO
 SUBMIT COMPLETE REPORT. THIS APPLIES TO STRUCTURAL
 CONNECTORS ONLY.
  
 13- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 14- FLAT ROOF PRODUCT APPROVAL NOA 06-0626.04
 SUBMITTED: SELECTED ASSEMBLY ON PAGE 11 OF 24 IS FOR AN
 INSULATED DECK. ALSO, IT'S LIMITED BY GENERAL
 LIMITATION #7. NEED TO PROVIDE SIGNED AND SEALED RAS
 117 CALCULATIONS FOR NAIL ENHANCING AT PERIMETER AND
 CORNER AREAS. SEE GENERAL LIMITATION #7 ON PAGE 24 OF
 24.
  
 15- PLANS AND SECTIONS DON'T SPECIFY AN INSULATED ROOF
 ASSEMBLY. COORDINATE AND REVISE AS REQUIRED TO MATCH
 FLAT ROOF PRODUCT APPROVAL.
  
 16- ENERGY CALCULATIONS:
 A) NEED TO BE SIGNED AND SEALED BY THE DESIGN
 PROFESSIONAL WHO PREPARED THEM. MAKE SURE NAME AND
 LICENSE NUMBER OF ENGINEER IS PROVIDED.
  
 B) AREA DOESN'T MATCH AREA SPECIFY ON PLANS. REVISE AS
 REQUIRED TO MATCH
  
 17- ASBESTOS REPORT SUBMITTED:
 A) REPORT NEED TO BE SIGNED AND SEALED BY THE DESIGN
 PROFESSIONAL WHO PREPARED IT AS REQUIRED BY CHAPTER 471
 AND 481 OF FLORIDA STATUTE. PLEASE, MAKE SURE NAME OF
 PROFESSIONAL AND LICENSE NUMBER IS PROVIDED AND
 ORIGINAL SEAL AN SIGNATURE IS PROVIDED AS WELL. REPORT
 SUBMITTED WAS NO SIGNED AND SEALED.
  
 B) FIRM NEEDS TO PROVIDE THE CERTIFICATE OF
 AUTHORIZATION NUMBER IN ALL SHEETS AS REQUIRED BY SEC.
 61G15-23.002 AND/OR 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
  
 18- PLEASE RETURN REVIEWED SET AFTER CORRECTIONS ARE
 DONE TO ORIGINAL DRAWINGS TO EXPEDITE REVIEW PROCESS.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2009-09-21 Cont ID  
Sent By dpalmer Date 2009-09-21 Time 15:15 Rev Time 0.00
Received By dpalmer Date 2009-09-21 Time 15:15 Sent To  
Notes
2009-09-21 15:16:27NEW SHEET SIGNED, DATED AND SEALED BROUGHT IN BY MATT
 SLATER OF SUFFOLK.
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2009-09-18 Cont ID  
Sent By dpalmer Date 2009-09-18 Time 14:18 Rev Time 0.00
Received By dpalmer Date 2009-09-18 Time 14:18 Sent To  
Notes
2009-09-18 14:18:56** TEMPORARY FAILED REVIEW **
  
 1) NOTE: REVIEW IS IN TEMPORARY FAILED STATUS. THE
 SUBMITTED REVISED ENERGY CALCULATIONS WERE NOT SEALED
 WITH REQUIRED RAISED SEAL PER FAC 61G15-23.002,
 FS471.025. ALL COPIES OF PLANS, SUBMITTED SUPPORTING
 DOCUMENTS WHICH ARE DONE BY THE ENGINEER ARE REQUIRED
 TO MEET SECTIONS AS NOTED. THIS INCLUDES
 OWNERS/CONTRACTORS SETS OF PLANS.
 CALLED CONTRACTOR AND LEFT MESSAGE AS THE SHEET 3 OF 8
 WHICH WAS SIGNED AND DATED BY THE ENGINEER MAY BE
 DROPPED BY THE OFFICE TO PLACE IN SUBMITTED
 CALCULATIONS. ONLY THE RAISED SEAL DID NOT GET DONE ON
 SHEET.
 ** RULES FROM THE ENGINEERING BOARD ARE MORE
 RESTRICTIVE THAN THE ARCHITECTS BOARD WHICH ONLY
 REQUIRES FILE SET TO BE DONE THE SAME.
  
  
 2) NOTE: A COLOR PHOTO-COPY WAS MADE OF SHEET C-2 WHICH
 IS NOT PERMITTED. THIS IS A COLOR PHOTO-COPY OF PLANS
 WHICH WERE SIGNED, DATED AND SEALED BY DESIGN
 PROFESSIONAL.
 DESIGNER OF RECORD MAY COME INTO OFFICE, RE-SIGN, DATED
 AND SEAL SHEETS.
 FAC 61G15-23.002, FS 471.025
  
 3) NOTE: IMPACT FEE REVIEW HAS BEEN PLACED IN FAILED
 STATUS. THIS WAS NOT DONE BY BUILDING REVIEWER EVEN
 THOUGH NOTED IN SYSTEM.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2009-07-31 Cont ID  
Sent By dpalmer Date 2009-07-31 Time 18:06 Rev Time 0.00
Received By dpalmer Date 2009-07-31 Time 18:06 Sent To  
Notes
2009-07-31 18:06:45 
 ** DENIED 3RD REVIEW **
  
 *** NOTES SPECIFIC TO THE TWO PREVIOUS REVIEWS ARE
 STILL NOT ADDRESSED MEETING MINIMUM FLORIDA BUILDING
 CODE REQUIREMENTS. IT SHOULD BE NOTED THAT FS
 553.80(2)(B) IS NOT ASSESSED ONLY DUE TO THE FACT THE
 SAME DESIGN PROFESSIONAL HAS NOT BEEN RESPONSIBLE FOR
 THE ENERGY CALCULATIONS EACH TIME THE PLANS HAVE BEEN
 SUBMITTED. THE FACT IS THE NEW SUBMITTED ENERGY
 CALCULATIONS ARE NOW SIGNED, DATED AND SEALED BY A NEW
 DESIGNER THAN SUBMITTED ON THE PREVIOUS CALCULATIONS.
 PLEASE SEE THE STATUTE NOTED ABOVE AS IT STATES THE
 *SAME SPECIFIC CODE SECTION NOTED*. THE SAME CODE
 SECTION HAS BEEN REPEATED THREE TIMES.
 THE 4X FEE IS NOT ASSESSED AT THIS TIME.
  
  
 1) NOTE: PLEASE SEE FBC 13-415.2.ABC.1.1,.1.2 AND .1.3.
 ALL LIGHTING ON PLANS SHALL BE PLACED INTO THE INPUT
 DATA REPORT OF THE SUBMITTED ENERGY CALCULATIONS
 SHOWING MINIMUM CODE COMPLIANCE. IT WAS SPECIFICALLY
 NOTED BY THIS REVIEW THAT ALL NEW PARKING LOT LIGHTING
 FIXTURES HAD BEEN ADDED YET NONE OF THESE WERE PLACED
 INTO THE SUBMITTED ENERGY CALCULATIONS.
 PLEASE SEE THE IDR WHICH DOES NOT INDICATE *ANY* OF THE
 PARKING LOT FIXTURES. THIS IS POSSIBLE WHEN PARKING LOT
 LIGHTING FIXTURES ARE COVERED BY THE SECTIONS NOTED
 ABOVE. PLEASE BE SURE TO SEE 13-415.2.ABC.1.3, AND
 PLEASE BE SURE TO SEE THE 2006 REVISIONS TO THE 2004
 FBC AS THE PROJECT IS UNDER THE 2004 FBC.
 THE IDR ONLY INDICATES TWO OF THE THREE 52 WATT
 FIXTURES SHOWN ON PLANS. IF THIS WAS THE ONLY FIXTURE
 MISSING THIS WOULD NOT BE CONSIDERED TO FAIL
 CALCULATIONS. PLEASE SEE13-103.3 AS IT STATES THE
 FOLLOWING:
 *BUILDING OFFICIALS OR THEIR OFFICIALLY DESIGNATED
 REPRESENTATIVES SHALL ASSURE THAT THE COMPLIANCE FORMS
 ARE COMPLETE AND WITHOUT GROSS ERRORS.*
  
 ** IT IS NOTED FOR INFORMATION ONLY TO SEE OTHER
 POSSIBLE ITEMS ON THE IDR WHICH ARE NOT THE SAME AS
 PRODUCTS ON PLANS. FOR EXAMPLE: IDR STATES *CARPET AND
 RUBBER PADDING* FOR ALL AREAS. SEE BUILDING REVIEW OR
 PLUMBING REVIEW COMMENTS FOR AREAS SUCH AS BATHROOMS
 WHICH ARE NOT PERMITTED TO BE CARPET AND RUBBER PADDED.
 THIS IS NOTED ONLY AS A CREDIT IS BEING TAKEN.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2009-04-14 Cont ID  
Sent By dpalmer Date 2009-04-14 Time 19:09 Rev Time 0.00
Received By dpalmer Date 2009-04-14 Time 19:09 Sent To  
Notes
2009-04-14 19:10:01** DENIED/**
  
  
  
 1) NOTE: THE SUBMITTED ENERGY CALCULATIONS DO NOT
 COMPLY WITH THE FOLLOWING. THE FBC 13-103.1, FS
 471.025, FAC 61G15-23.002
 BOTH COPIES IN SETS OF DOCUMENTS SUBMITTED DO NOT MEET
 MINIMUM SECTIONS ABOVE. ONE COPY SUBMITTED IS IN FACT A
 COLORED PHOTO-COPY OF SIGNED DOCUMENTS. IN EITHER CASE
 BOTH SUBMITTED ARE NOT SEALED AS REQUIRED.
 THE CALCULATIONS CERTIFICATION SHEET CONTAINS THE
 STRUCTURAL ENGINEER AS THE PERSON WHOM THE CALCULATIONS
 ARE PREPARED BY ALONG WITH A PRINTED NAME AND SIGNATURE
 YET NO RAISED SEAL IS PRESENT. PLEASE CONFIRM THE
 CALCULATIONS ARE DONE BY MR. GORDON BUCK. THE
 CALCULATIONS ALSO CONTAIN THE PRINTED NAME AND
 SIGNATURE FROM MR. MARIO FERNANDEZ WHO IS SHOWN AS THE
 MECHANICAL AND ELECTRICAL ENGINEER.
  
 2) NOTE: LIGHTING ON THE INPUT DATA REPORT STILL NEEDS
 TO COORDINATE WITH THE SUBMITTED PLANS. PLEASE TAKE A
 LOOK AT EXTERIOR FIXTURES ON PLANS. BY THE SYMBOL
 LEGEND ALL OF THESE ARE SHOWN AS RECESSED FLUORESCENT
 DOWN LIGHTS. HOW IS THIS POSSIBLE ON THE EXTERIOR
 WALLS?
 PLEASE SEE THE IDR AS NONE OF THE SITE PARKING LOT
 LIGHTS WHICH ARE NOW ON PLANS FOR THE FIRST TIME ARE
 INCLUDED. HOW IS THIS POSSIBLE?
 PLEASE SEE 13-415.2.ABC.1.1, .1.2 AND SECTION .1.3 FOR
 EXTERIOR LIGHTING.
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-02-18 Cont ID  
Sent By dpalmer Date 2009-02-18 Time 16:12 Rev Time 0.00
Received By dpalmer Date 2009-02-18 Time 16:12 Sent To  
Notes
2009-02-18 16:12:22 
  
  
 *** DENIED ***
  
 1) NOTE: PLANS NEED TO CONTAIN ALL OF THE FOLLOWING
 RELEVANT CODES ON THE ELECTRICAL SHEETS.
 2004 FBC W/2007 REVISIONS
 2005 NFPA-70
 2006 NFPA-101
  
 FAC 69A-60.004, AND .003 WAS REVISED ON DECEMBER 31ST,
 2008 TO ADOPT THE NEW LIFE SAFETY CODE AND FLORIDA FIRE
 PREVENTION CODE.
  
 2) NOTE: THE SUBMITTED ENERGY CALCULATIONS DO NOT
 CONTAIN ANY SIGNATURE, DATE OR SEAL FOR PERSON
 RESPONSIBLE. THEY DO CONTAIN A PRINTED NAME OF A
 STRUCTURAL ENGINEER.
 PLEASE BE SURE TO SEE FS 471.025 FOR ENGINEER AS
 RESPONSIBLE DESIGNER.
 PLEASE ALSO SEE FBC 13-103.1 FOR CERTIFICATION OF
 COMPLIANCE REQUIRED.
 PLEASE SEE FBC 13-415.2, 13-415.2.ABC.1.1, .1.2 AND
 .1.3 FOR ALL INFORMATION ON PLANS REGARDING LIGHTING
 WHICH IS REQUIRED TO COORDINATE WITH SPECIFIC LIGHTING
 ON PLANS.
 BASED ON THE SUBMITTED INPUT DATA REPORT WHICH
 ACCOMPANIES THE SUBMITTED ENERGY CALCULATIONS SUMMARY,
 THE IDR DOES NOT MATCH THE PLANS. THE PLANS ACTUALLY DO
 CONTAIN A GREATER NUMBER OF FIXTURES ALONG WITH HIGHER
 WATTAGES.
 PLEASE SEE THE INTERIOR LIGHTING ON THE IDR WHICH ONLY
 INDICATES 32W YET BASED ON THE FIXTURE LEGEND FIXTURE
 *A* FOR EXAMPLE ARE 2-32W BULBS.
 *B* FIXTURES ARE 3-32W.
 IN EITHER CASE THE VA RATING TO BE PART OF THE IDR IS
 BASED ON THE EFFICIENCY RATING OF THE FIXTURE/BALLAST
 VA.
 THIS IS VERY IMPORT AS POWER FACTORS ON BALLAST FOR
 EXAMPLE INCLUDING BUT NO LIMITED TO1.15 OR LOWER .86
 WHICH WILL GREATLY AFFECT CALCULATIONS. ** IMPORTANT **
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2010-04-20 Cont ID  
Sent By mgonzale Date 2010-04-20 Time 10:19 Rev Time 1.00
Received By mgonzale Date 2010-04-20 Time 10:19 Sent To  
Notes
2010-04-20 10:25:16PASSED WITH PROVISO:
  
 SUPPLY ENGINEERING SERVICES DEPARTMENT AS-BUILTS.
 PLEASE SUBMIT USING AUTOCAD FORMAT (ETRANSMIT COMMAND)
 CREATE PDF OF AS-BUILTS SIGNED AND SEALED AND SUBMIT ON
 DISK.
 CD OK.
  
 MANUEL JULIAN GONZALEZ
 CSD ENGINERING REVIEW
 401 CLEMATIS STREET,
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2009-10-15 Cont ID  
Sent By mgonzale Date 2009-10-15 Time 08:31 Rev Time 2.00
Received By mgonzale Date 2009-10-15 Time 08:31 Sent To  
Notes
2009-10-15 08:32:21PASSED
 ALL SUBMISSIONS TO ENGINEERING HAVE BEEN COMPLIED WITH.
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2009-10-07 Cont ID  
Sent By mgonzale Date 2009-10-07 Time 14:31 Rev Time 1.00
Received By mgonzale Date 2009-10-07 Time 14:28 Sent To  
Notes
2009-10-07 14:30:12LAST COMMENTS BY DEAN L WHERE NOT ADDRESSED.
 HTTP://WWW.CITYOFWPB.COM/ENGINEERING/ENG_FORMS.PHP
 SUBMIT DEVELOPMENT PERMIT PACKAGE
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 CS/ESD
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2009-08-21 Cont ID  
Sent By dlauderm Date 2009-08-21 Time 10:30 Rev Time 1.00
Received By dlauderm Date 2009-08-21 Time 10:30 Sent To  
Notes
2009-08-21 10:48:001. PLAN HAS NOT BEEN APPROVED BY ENGINEERING SERVICE
 DEPARTMENT. THIS IS REQUIRED PRIOR TO APPLYING FOR A
 CONSTRUCTION SERVICES PERMIT. APPROPRIATE PLAN SHEETS
 NEED TO BE SUBMITTED TO ENGINEERING SERVICES FOR
 REVIEW;
 PLAN FOR PARKING LOT WITH STORMWATER CALCULATIONS NEED
 TO BE SUBMITTED.
 TAP FOR SEWER SERVICE (WORK IN ROW) NEEDS TO BE
 CREATED, OR SHOWING TIEING INTO EXISTING WATER SERVICE
 NEEDS TO BE SHOWN, IT IS NOT IN THE SUBMITTAL.
 TAP FOR WATER SERVICE (WORK IN ROW NEEDS TO BE CREATED,
 OR SHOWING TIEING INTO EXISTING WATER SERVICE NEEDS TO
 BE SHOWN, IT IS NOT IN THE SUBMITTAL.
  
 2. ITEMS THAT APPEAR WRONG:
 THREE SETS OF PLANS SUBMITTED, THE SINGLE SEPARATE SET
 HAS A DIFFERENT PLUMBING LAY-OUT IN IT, WHICH SET OF
 DRAWINGS IS CORRECT.
 WHERE DOES THE ROOF OF THE NEW BUILDING DRAIN TO, IT IS
 NOT SHOWN ON THE PLANS.
 LANDSCAPE PLAN SUBMITTED, BUT NO IRRIGATION PLAN, HOW
 IS IRRIGATION TO BE SERVED, THRU SAME METER, OR A
 SEPARATE METER? TEE, NEEDS TO BE SHOWN ON PLUBING PLAN
 IF PART OF THE SAME SERVICE.
 IRRIGATION SYSTEM WILL NEED TO SHOW FLOW TO EACH ZONE,
 FLOW TO EACH ZONE CAN NOT EXCEED ALLOWABLE FOR METER
 SIZE.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2009-10-06 Cont ID  
Sent By mawillia Date 2009-10-06 Time 10:11 Rev Time 0.00
Received By mawillia Date 2009-10-06 Time 10:00 Sent To  
Notes
2009-10-06 10:11:28***** APPROVAL*****
  
  
 PLAN SHEET E-2 STAMPED, INITIALED, AND DATED; SHEETS
 D2.1, A2.2, AND LS2.1 WERE PREVIOUSLY FIRE-STAMPED ON
 8/07/2009.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2009-08-07 Cont ID  
Sent By mawillia Date 2009-08-07 Time 14:27 Rev Time 0.00
Received By mawillia Date 2009-08-07 Time 12:50 Sent To  
Notes
2009-08-07 12:55:59****PARTIAL APPROVAL*****
  
  
 PLAN SHEETS D2.1, A2.2, AND LS2.1 WERE STAMPED,
 INITIALED, AND DATED; HOWERVER SHEET E-2 TO BE
 FIRE-STAMPED WHEN THE ELECTRICAL PLAN EXAMINER'S
 COMMENTS HAVE BEEN SATISFIED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2009-04-16 Cont ID  
Sent By mawillia Date 2009-04-16 Time 16:36 Rev Time 0.00
Received By mawillia Date 2009-04-16 Time 16:03 Sent To  
Notes
2009-04-16 16:36:08*****FIRE-STAMPING NEEDED*****
  
  
 THE COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEW HAVE
 BEEN ADDRESSED; HOWEVER SHEETS 2.1, 3.1, 6.1, 10.1, AND
 E-2 ARE TO BE FIRE-STAMPED WHEN THE OTHER PLAN
 EXAMINERS' COMMENTS HAVE BEEN SATISFIED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2009-02-18 Cont ID  
Sent By mwennerg Date 2009-02-18 Time 13:32 Rev Time 0.00
Received By mwennerg Date 2009-02-18 Time 13:32 Sent To  
Notes
2009-02-18 13:55:37***DENIED***
  
 1) LIFE SAFETY TO COMPLY WITH THE FLORIDA FIRE
 PREVENTION CODE, 2007 WHICH INCLUDES NFPA 101, 2006 AND
 NFPA 1, 2006 SINCE DECEMBER 31, 2008. F.A.C. 69A-60.004
  
 2) PROVIDE OCCUPANCY CLASSIFICATION PER 101, CHAPTER-6.
  
 3) CLARIFY THE OCCUPANT LOAD FOR ALL AREAS BASED ON
 ACTUAL USE IN A CLEAR MANNER. PLEASE EXPLAIN THE FACTOR
 OF 100 FOR STORAGE OCCUPANCIES. 101, TABLE 7.3.1.2.
  
 4) THE BUILDING ADDRESS THAT IS SHOWN ON SHEET 6.1
 SHALL COMPLY WITH THE CITY OF WEST PALM BEACH
 REQUIREMENTS FOR COMMERCIAL BUILDINGS AND SHALL BE
 MINIMUM 6" HEIGHT, 1" WIDTH AND CONTRASTING WITH THE
 BACKGROUND. THE NUMERICAL SHOWN DOES NOT MATCH THE
 TITLE BLOCK AND PERMIT APPLICATION.
  
 5) PLEASE ILLUSTRATE THE MAXIMUM TRAVEL DISTANCE
 INFORMATION ON THE LIFE SAFETY PLAN THAT INDICATES THE
 ACTUAL DISTANCES.
  
 6) THE REQUIRED FIRE EXTINGUISHERS TO BE MOUNTED AT
 LOCATIONS NOT TO EXCEED THE 75' TRAVEL DISTANCE
 REQUIREMENT.
  
 7) ADVISE IF THIS PROJECT MEETS THE DEFINITION OF
 MULTIPLE OCCUPANCY, 6.1.14.2.1 A BUILDING OR STRUCTURE
 IN WHICH TWO OR MORE CLASSES OF OCCUPANCY EXISTS OR
 MIXED OCCUPANCY, 6.1.14.2.2 A MULTIPLE OCCUPANCY WHERE
 THE OCCUPANCIES ARE INTERMINGLED.
  
 8) PLEASE LIST TYPE AND QUANTITY OF STORAGE THAT WILL
 BE MAINTAINED ON A DAILY BASIS.
  
  
 MIKE WENNERGREN, ASST. FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-09-17 Cont ID  
Sent By lmartine Date 2009-09-17 Time 17:11 Rev Time 0.00
Received By lmartine Date 2009-09-17 Time 17:10 Sent To  
Notes
2009-09-17 17:31:18***********EXPEDITED****************
2009-09-17 17:11:35C-2
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2009-08-07 Cont ID  
Sent By lmartine Date 2009-07-24 Time 09:45 Rev Time 0.00
Received By lmartine Date 2009-07-24 Time 09:44 Sent To  
Notes
2009-08-07 09:47:28C-20
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-04-13 Cont ID  
Sent By dpalmer Date 2009-04-13 Time 09:42 Rev Time 0.00
Received By dpalmer Date 2009-04-13 Time 09:42 Sent To  
Notes
2009-04-13 09:42:36TO COMM BOXES C-28
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-03-02 Cont ID  
Sent By kstevens Date 2009-03-02 Time 16:45 Rev Time 0.00
Received By kstevens Date 2009-01-26 Time 11:15 Sent To  
Notes
2009-01-26 11:18:08TO "COMM" BD#43
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2009-10-27 Cont ID  
Sent By jgomez Date 2009-10-27 Time 14:57 Rev Time 0.00
Received By jgomez Date 2009-10-27 Time 14:57 Sent To  
Notes
2009-10-27 14:58:47NO FEES DUE. SEE COUNTY STAMP ON FILE SET. PR #0733576
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2009-09-18 Cont ID  
Sent By dpalmer Date 2009-09-18 Time 14:16 Rev Time 0.00
Received By dpalmer Date   Time   Sent To  
Notes
2009-09-18 14:16:55PLANS DO NOT CONTAIN ANY REVIEW STAMPS BY PBC FOR
 POSSIBLE IMPACT FEES. BUILDING REVIEWER HAD NOTES FOR
 THIS HOWEVER SHOWS P RESULT.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-07-27 Cont ID  
Sent By rregueir Date 2009-07-27 Time 19:34 Rev Time 0.00
Received By rregueir Date 2009-07-27 Time 18:52 Sent To  
Notes
2009-07-27 19:35:49THIS PROJECT IS UNDER THE 2004 FBC. THE ENERGY CODE
 COMPLIANCE FORM SUBMITTED IS FORM 400A-08 AS REQUIRED
 BY THE 2007 FBC. THIS FORM IS ACCEPTABLE AS IT IS MORE
 RESTRICTIVE THAN THE FORM 400A REQUIRED UNDER THE 2004
 CODE. OVERALL ACCEPTANCE OF THE FORM AS SUBMITTED IS
 SUBJECT TO REVIEW BY ALL DISCIPLINES.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2009-04-14 Cont ID  
Sent By rregueir Date 2009-04-14 Time 20:16 Rev Time 0.00
Received By rregueir Date 2009-04-14 Time 19:32 Sent To  
Notes
2009-04-14 20:16:35REVIEW #: 2ND
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
 PREVIOUS REVIEW COMMENTS.
  
 1. NOT ADDRESSED: ENERGY CALCULATIONS ARE STILL NOT
 SIGNED AND SEALED. ONE OF THE TWO SETS APPEARS TO BE A
 PHOTOCOPY.
 **PREVIOUS COMMENT** THE ENERGY CALCULATIONS SUBMITTED
 WERE NOT SIGNED AND SEALED BY THE PERSON WHO PREPARED
 THEM. THE PERSON PREPARING THE COMPLIANCE CALCULATION
 SHALL CERTIFY THAT THE PLANS AND SPECIFICATIONS COVERED
 BY THE CALCULATION, OR AMENDMENTS THERETO, ARE IN
 COMPLIANCE WITH CHAPTER 13 OF THE FLORIDA BUILDING CODE
 IN ACCORDANCE WITH FBC-B 13-103.1.1.
  
 2. NOT ADDRESSED: COOLING LOAD CALCULATIONS ARE BASED
 ON ACCA MANUAL J. THIS IS A RESIDENTAIL CALCULATION
 SYSTEM DESIGNED AND USED EXCLUSIVELY FOR RESIDENTIAL
 DWELLING UNITS. COOLING SYSTEM DESIGN LOADS, FOR THE
 PURPOSE OF SIZING HVAC SYSTEMS AND EQUIPMENT, SHALL BE
 DETERMINED IN ACCORDANCE WITH ONE OF THE PROCEDURES
 DESCRIBED IN CHAPTER 26 OF THE ASHRAE HANDBOOK OF
 FUNDAMENTALS OR ACCA MANUAL N, COMMERCIAL LOAD
 CALCULATION, IN ACCORDANCE WITH FBC-B 13-407.1.ABC.1.
 NOTE: IF A SYSTEM SIZING SUMMARY IS PROVIDED, IT SHALL
 BE SIGNED AND SEALED BY THE DESIGNER OF RECORD IN
 ACCORDANCE WITH FBC-B 13-407.1.ABC.1.
 **PREVIOUS COMMENT** NO COOLING LOAD CALCULATIONS WERE
 SUBMITTED FOR THIS REVIEW. THIS CALCULATION SHALL BE
 ATTACHED TO THE CODE COMPLIANCE FORM (ENERGY
 CALCULATIONS) SUBMITTED TO THE BUILDING DEPARTMENT WHEN
 THE BUILDING IS PERMITTED IN ACCORDANCE WITH FBC-B
 13-407.1.ABC.1.1.
  
 3. OK FOR MECHANICAL REVIEW.
  
 4. OK FOR MECHANICAL REVIEW.
  
 5. OK
  
 6. OK
  
 7. PARTIALLY ADDRESSED: PLANS NOW SHOW CONDENSATE FOR
 AHU 1 AND AHU 2 DISCHARGING INTO A FLOOR DRAIN WHICH
 TIES INTO THE SANITARY SEWER. CONDENSATE SHALL NOT
 DISCHARGE INTO THE CITY SANITARY SYSTEM PER MUNICIPAL
 ORDINANCE. CONDENSATE SHALL BE DISCHARGED OUTOORS TO AN
 APPROVED PLACE OF DISPOSAL OR MAY BE DISCHARGED INTO A
 STORM WATER DRAINAGE SYSTEM IN ACCORDANCE WITH FBC-M
 307.2.1.
 **PREVIOUS COMMENT** CONDENSATE DRAINS FOR AHU-1
 THROUGH AHU-3 APPEAR TO BE DISCHARGING INTO PARKING LOT
 AREAS. CONDENSATE FROM ALL COOLING COILS SHALL BE
 CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE
 OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A
 STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A NUISANCE
 IN ACCORDANCE WITH FBC-M 307.2.1.
  
 8. NOT ADDRESSED: THIS ITEM MAY BE PROVIDED AT A LATER
 DATE UNDER A PROVISO (OR CONDITIONAL APPROVAL) ONCE ALL
 OTHER OUTSTANDING REVIEW COMMENTS HAVE BEEN ADDRESSED.
 **PREVIOUS COMMENT** PAGE 9.1 SHOWS THREE CONDENSING
 UNITS TO BE INSTALLED OUTDOORS. PROVIDE ENGINEERED
 DETAIL SHOWING HOW CONDENSERS ARE TO BE ATTACHED TO A
 MINIMUM 3 1/2 INCH CONCRETE SLAB FOR WIND RESISTANCE
 AND CLEARANCE FROM GRADE IN ACCORDANCE WITH FBC-M
 301.13 AND FBC-M 304.9.
  
 9. NOT ADDRESSED: THIS ITEM MAY BE PROVIDED AT A LATER
 DATE UNDER A PROVISO (OR CONDITIONAL APPROVAL) ONCE ALL
 OTHER OUTSTANDING REVIEW COMMENTS HAVE BEEN ADDRESSED.
 **PREVIOUS COMMENT** PROVIDE MANUFACTURER'S SUBMITTAL
 DATA SHOWING THESE CONDENSING UNITS ARE DESIGNED FOR
 WIND RESISTANCE. MECHANICAL APPLIANCES THAT ARE EXPOSED
 TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE
 WIND PRESSURES ON THE EQUIPMENT AS DETERMINED IN
 ACCORDANCE WITH FBC-M 301.13.
  
 10. OK
  
 11. OK
  
 12. OK
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-02-22 Cont ID  
Sent By rregueir Date 2009-02-22 Time 11:50 Rev Time 0.00
Received By rregueir Date 2009-02-22 Time 09:39 Sent To  
Notes
2009-02-22 11:50:44REVIEW #: 1ST
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2007 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 1. THE ENERGY CALCULATIONS SUBMITTED WERE NOT SIGNED
 AND SEALED BY THE PERSON WHO PREPARED THEM. THE PERSON
 PREPARING THE COMPLIANCE CALCULATION SHALL CERTIFY THAT
 THE PLANS AND SPECIFICATIONS COVERED BY THE
 CALCULATION, OR AMENDMENTS THERETO, ARE IN COMPLIANCE
 WITH CHAPTER 13 OF THE FLORIDA BUILDING CODE IN
 ACCORDANCE WITH FBC-B 13-103.1.1.
  
 2. N COOLING LOAD CALCULATIONS WERE SUBMITTED FOR THIS
 REVIEW. THIS CALCULATION SHALL BE ATTACHED TO THE CODE
 COMPLIANCE FORM (ENERGY CALCULATIONS) SUBMITTED TO THE
 BUILDING DEPARTMENT WHEN THE BUILDING IS PERMITTED IN
 ACCORDANCE WITH FBC-B 13-407.1.ABC.1.1.
  
 3. DETAIL 3 ON PAGE 6.1 SHOWS R-19 BATT INSULATION AT
 BOTTOM OF ROOF TRUSSES WHILE THE ROOFING PRODUCT
 APPROVAL CALLS FOR A BUILT-UP ROOF SYSTEM. WHICH OF
 THESE IS CORRECT? PLEASE COORDINATE THIS SYSTEM WITH
 THE ENERGY CALCULATIONS IN ACCORDANCE WITH FBC-B
 13-103.2 AND FBC-B 13-404. ALSO, IF DETAIL #3 SHOWS THE
 CORRECT ASSEMBLY, THE BUILDING???S THERMAL ENVELOPE
 WOULD BE LOCATED AT THE FIRE-RATED CEILING ASSEMBLY
 ATTACHED DIRECTLY TO THE BOTTOM OF THE ROOF TRUSSES.
 THIS WOULD REQUIRE THE SPACE BETWEEN THE ROOF DECK AND
 THE BOTTOM OF THE TRUSSES TO BE VENTILATED IN
 ACCORDANCE WITH FBC-B 1203.2.
  
 4. PROVIDE A COMPLETE SITE PLAN SHOWING LOCATIONS AND
 DISTANCES FROM PROPERTY LINES AND ADJACENT BUILDINGS.
 THIS INFORMATION IS NEEDED TO DEMONSTRATE COMPLIANCE
 WITH SETBACK REQUIREMENTS FOR OUTDOOR MECHANICAL
 APPLIANCES AS WELL AS COMPLIANCE WITH THE INTAKE AND
 EXHAUST LOCATION REQUIREMENTS OF FBC-M SECTION 401.5
 AND CONDENSATE DISPOSAL REQUIREMENTS OF FBC-M 307.2.1.
  
 5. THE OUTSIDE AIR INTAKES FOR AHU-1 AND AHU-2 APPEAR
 TO BE LOCATED DIRECTLY ADJACENT TO A PARKING LOT OR
 DRIVEWAY. MECHANICAL AND GRAVITY OUTSIDE AIR INTAKE
 OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY
 HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS STREETS,
 ALLEYS, PARKING LOTS AND LOADING DOCKS IN ACCORDANCE
 WITH FBC-M 401.5.1. (SEE COMMENT #4 ABOVE)
  
 6. EXHAUST OUTLETS FOR EF-1 AND EF-2 SHALL BE LOCATED
 SO AS NOT TO CREATE A NUISANCE. EXHAUST AIR SHALL NOT
 BE DIRECTED ONTO WALKWAYS IN ACCORDANCE WITH FBC-M
 401.5.2. (SEE COMMENT #4 ABOVE)
  
 7. CONDENSATE DRAINS FOR AHU-1 THROUGH AHU-3 APPEAR TO
 BE DISCHARGING INTO PARKING LOT AREAS. CONDENSATE FROM
 ALL COOLING COILS SHALL BE CONVEYED FROM THE DRAIN PAN
 OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE
 SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS
 SO AS TO CAUSE A NUISANCE IN ACCORDANCE WITH FBC-M
 307.2.1.
  
 8. PAGE 9.1 SHOWS THREE CONDENSING UNITS TO BE
 INSTALLED OUTDOORS. PROVIDE ENGINEERED DETAIL SHOWING
 HOW CONDENSERS ARE TO BE ATTACHED TO A MINIMUM 3 1/2
 INCH CONCRETE SLAB FOR WIND RESISTANCE AND CLEARANCE
 FROM GRADE IN ACCORDANCE WITH FBC-M 301.13 AND FBC-M
 304.9.
  
 9. PROVIDE MANUFACTURER???S SUBMITTAL DATA SHOWING
 THESE CONDENSING UNITS ARE DESIGNED FOR WIND
 RESISTANCE. MECHANICAL APPLIANCES THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT AS DETERMINED IN ACCORDANCE
 WITH FBC-M 301.13.
  
 10. ACOUSTICAL CEILING DETAIL ON PAGE 2.1 SHOWS ONLY 19
 INCHES BETWEEN BOTTOM OF ROOF TRUSS AND BOTTOM OF
 ACOUSTICAL CEILING. THIS WOULD NOT LEAVE ENOUGH ROOM
 FOR 16X16 I.D. RECTANGULAR OR 20 INCH ROUND I.D. FLEX
 DUCTS BETWEEN THE ACOUSTICAL CEILING AND THE RATED
 CEILING ASSEMBLY SHOWN ON PLANS. WILL THIS DUCTWORK BE
 ABOVE THE RATED ASSEMBLY IN THE ROOF TRUSSES? PLEASE
 CLARIFY AS THIS HAS MUCH POTENTIAL IMPACT ON THE DESIGN
 OF THE HVAC DUCTWORK, SUCH AS MINIMUM INSULATION
 R-VALUE REQUIREMENTS OF FBC-B 13-410.1.ABC.2 AND THE
 REQUIRED PROTECTION OF PENETRATIONS OF FIRE RESISTANCE
 RATED ASSEMBLIES IN ACCORDANCE WITH FBC-M 607.6.
  
 11. AT ALL OUTSIDE AIR INTAKES: SHOW, AT A MINIMUM,
 MANUAL VOLUME DAMPERS IN ACCORDANCE WITH FBC-B
 13-409.1.1 AND FBC-B 13-409.1.ABC.3.3.
  
 12. WHAT IS THE MEANS OF CONTROL FOR BATHROOM EXHAUST
 FANS? PLEASE PROVIDE EXHAUST FAN SCHEDULE ON PLANS AND
 SHOW HOW THEY WILL BE CONTROLLED. EXHAUST FANS SHALL BE
 INTERLOCKED WITH RESPECTIVE AHU TO ENSURE ALL AIR
 SUPPLIED TO TOILET ROOMS IS EXHAUSTED IN ACCORDANCE
 WITH FBC-M 403.2.1 AND SHALL ALSO BE CAPABLE OF BEING
 CONTROLLED BY THE TOILET ROOM LIGHT SWITCH TO ENSURE
 THAT VENTILATION IS PROVIDED DURING THE PERIODS THAT
 THE ROOM IS OCCUPIED IN ACCORDANCE WITH FBC-M 401.3.
 NOTE: IF AHUS ARE CONTROLLED BY PROGRAMMABLE
 THERMOSTATS WITH OCCUPIED AND UNOCCUPIED MODES, LIGHT
 SWITCH INTERLOCK IS NOT REQUIRED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2009-08-10 Cont ID  
Sent By kstevens Date 2009-08-10 Time 17:18 Rev Time 0.00
Received By kstevens Date 2009-08-10 Time 17:17 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2009-04-14 Cont ID  
Sent By kstevens Date 2009-04-14 Time 17:08 Rev Time 0.00
Received By kstevens Date 2009-04-13 Time 18:48 Sent To  
Notes
2009-04-14 17:13:04DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 ****FROM PREVIOUS REVIEW:
  
 1. OK
 2. OK
 3. OK
 4. OK
  
 5. SHTS 2.1 & 6.1 THE CLEAR FLOOR SPACE FOR THE
 DRINKING FOUNTAIN IS REQUIRED TO BE FORWARD APPROACH.
 SECTION 11-4.15.5. SHT 2.1 SHOWS PARALLEL APPROACH.
 PLEASE CHANGE THE CLEAR FLOOR SPACE TO REFLECT THE
 REQUIRED APPROACH.
 ****RESPONSE NOTED, BUT COMMENT NOT ADDRESSED. PLANS
 STILL SHOW PARALLEL CLEAR FLOOR SPACE.
  
 6. SHT 8.1 THE SANITARY RISER DIAGRAM DOES NOT REFLECT
 THE FLOOR PLAN. THE FLOOR DRAIN BY THE SERVICE SINK AND
 THE FLOOR DRAIN BY THE WATER HEATER AS WELL AS THE 3"
 STUB UP FOR FUTUREUSE ARE NOT SHOWN ON THE RISER.
 PLEASE CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 7. SHT 8.1 PLUMBING PLAN SHOWS NO SANITARY PIPING TO
 THE SERVICE SINK, NO VENT FOR THE FLOOR DRAIN BY THE
 WATER HEATER, NO VENT FOR THE FUTURE STUB UP IN PHASE
 II, NOR DOES IT SHOW THE BUILDING DRAIN EXITING THE
 BUILDING AND CONNECTING TO THE BUILDING SEWER AS WELL
 AS THE CLEANOUTS REQUIRED BY SECTIONS 708.3.1 &
 708.3.5. SECTIONS 106.1.1, 701.1, 901.1.
 ****RESPONSE NOTED. NEW RISER DIAGRAM SHOWN BUT THE NEW
 RISER DIAGRAM DOES NOT REFLECT THE FLOOR PLAN, NOR DOES
 IT MEET CODE REQUIREMENTS. DRY HORIZONTAL VENTS FOR THE
 FLOOR DRAINS ARE NOT APPROVED. SECTIONS 905.3 & 905.4.
 FLOOR DRAIN IN MEN'S TOILET ROOM NOT VENTED. SECTION
 901.2.1. RISER DIAGRAM DOES NOT REFLECT THE FLOOR PLAN
 AT THE TOILET ROOMS, FLOOR DRAINS AND AT THE SERVICE
 SINK. THE CONDENSATE SHALL NOT DRAIN INTO THE SANITARY
 SYSTEM PER THE CITY OF WEST PALM BEACH MUNICIPAL CODE
 ARTICLE III SECTION 90-125(5).
  
 8. OK
  
 **********NEW COMMENT**********
  
 1B. THE HI/LOW DRINKING FOUNTAIN HAS BEEN CHANGED TO A
 SINGLE DRINKING FOUNTAIN AT ACCESSIBLE HEIGHT. PLEASE
 SHOW COMPLIANCE WITH SECTION 11-4.1.3(10)(A) PROVISIONS
 FOR THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-03-02 Cont ID  
Sent By kstevens Date 2009-03-02 Time 16:23 Rev Time 0.00
Received By kstevens Date 2009-03-02 Time 16:23 Sent To  
Notes
2009-03-02 16:45:32DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. ALL SHEETS WITH BUCK ENGINEERING INC. THE ENGINEERS
 LICENSE NUMBER IS REQUIRED IN THE TITLE BLOCK OF EACH
 SHEET. FAC 61G15-23.002(2) & FS 471.025.
  
 2. SHT 1.1 EXISTING PLAN VIEW. THE APPLICATION FOR
 PERMIT DESCRIPTION OF PROJECT STATES, "RELOCATING
 EXISTING OLD BATHROOMS". EXISTING BATHROOMS ARE NOT
 SHOWN ON THE EXISTING PLAN VIEW. PLEASE INDICATE THE
 LOCATION OF THE EXISTING BATHROOMS. SECTIONS 106.1.2,
 106.1.3, 106.1.1, 701.1 & 704.5.
  
 3. SHT 2.1 CODES FOR THIS PROJECT SHALL INCLUDE THE
 2007 REVISIONS TO THE FLORIDA BUILDING CODE. SECTION
 106.1.1.
  
 4. SHT 5.1 PER SECTION 1107.2 SEPARATE SECONDARY ROOF
 DRAINS ARE REQUIRED AND PER SECTION 1503.4.3 OF THE
 BUILDING CODE THE OVERFLOW SCUPPER SHALL BE A MINIMUM
 OF 2" AND A MAXIMUM OF 4" OFF THE ROOF TO THE FLOW
 LINE. PLEASE SUBMIT A DETAIL/ELEVATION SHOWING THE
 SEPARATE OVERFLOW SCUPPERS AND COMPLIANCE WITH
 1503.4.3.
  
 5. SHTS 2.1 & 6.1 THE CLEAR FLOOR SPACE FOR THE
 DRINKING FOUNTAIN IS REQUIRED TO BE FORWARD APPROACH.
 SECTION 11-4.15.5. SHT 2.1 SHOWS PARALLEL APPROACH.
 PLEASE CHANGE THE CLEAR FLOOR SPACE TO REFLECT THE
 REQUIRED APPROACH.
  
 6. SHT 8.1 THE SANITARY RISER DIAGRAM DOES NOT REFLECT
 THE FLOOR PLAN. THE FLOOR DRAIN BY THE SERVICE SINK AND
 THE FLOOR DRAIN BY THE WATER HEATER AS WELL AS THE 3"
 STUB UP FOR FUTUREUSE ARE NOT SHOWN ON THE RISER.
 PLEASE CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 7. SHT 8.1 PLUMBING PLAN SHOWS NO SANITARY PIPING TO
 THE SERVICE SINK, NO VENT FOR THE FLOOR DRAIN BY THE
 WATER HEATER, NO VENT FOR THE FUTURE STUB UP IN PHASE
 II, NOR DOES IT SHOW THE BUILDING DRAIN EXITING THE
 BUILDING AND CONNECTING TO THE BUILDING SEWER AS WELL
 AS THE CLEANOUTS REQUIRED BY SECTIONS 708.3.1 &
 708.3.5. SECTIONS 106.1.1, 701.1, 901.1.
  
 8. SHT 8.1 THERMAL EXPANSION CONTROL IS REQUIRED PER
 SECTION 607.3.2. PLEASE INDICATE METHOD.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2009-08-11 Cont ID  
Sent By kdfreema Date 2009-08-11 Time 15:38 Rev Time 0.00
Received By kdfreema Date 2009-08-11 Time 15:38 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2009-04-16 Cont ID  
Sent By kdfreema Date 2009-04-16 Time 14:48 Rev Time 0.00
Received By kdfreema Date 2009-04-16 Time 14:48 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2009-01-30 Cont ID  
Sent By kdfreema Date 2009-01-30 Time 14:21 Rev Time 0.00
Received By kdfreema Date 2009-01-30 Time 14:21 Sent To  
Notes
2009-01-30 14:28:54***FAILED***
  
 PLEASE NOTE THAT THERE WAS AN INFORMAL SITE PLAN REVIEW
 (ISPR 07-20) RELATING TO THIS EXPANSION WHICH RECEIVED
 APPROVAL FROM THE CITY'S PLANNING AND ZONING DEPARTMENT
 ON APRIL 15, 2008. YOUR CLIENT SHOULD BE ABLE TO
 PROVIDE YOU WITH COPIES OF THE APPROVED DOCUMENTS. TWO
 SETS OF THE APPROVED PLANS (WHICH MUST BE SIGNED AND
 SEALED) ARE TO BE PART OF PERMIT SET. I HAVE PROVIDED A
 COPY OF THE APPROVAL LETTER WHICH REFERENCES THE
 SPECIFIC APPROVED DOCUMENTS.
  
 PLEASE CONTACT KELLY FREEMAN, PLANNER, AT 561-822-1458
 WITH QUESTIONS.
  
  


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