Plan Review Details - Permit 14100487
Plan Review Stops For Permit 14100487
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-12-12 Cont ID  
Sent By jwitmer Date 2014-12-12 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2014-12-12 Time 07:01 Sent To  
Notes
2014-12-12 07:45:47BUILDING PLAN REVIEW
 PERMIT: 14100487
 ADD: 5818 S. DIXIE HWY.
 CONT: MACO CONSTRUCTION
 TEL: (561)379-3171
  
 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: THURS. DEC. 12/ 2014
 ACTION: BUILDING PROVISO
  
 SEPARATE PERMITS ARE REQUIRED FOR;
 ROOFING: FL 10490.2 R3 METAL ROOF ASSEMBLY SUNLAST
 METAL TABLE A METHOD # 1 -91.25 PSF
 BAHAMA SHUTTERS: NO PRODUCT APPROVALS WERE SUBMITTED
 SIGNAGE
  
 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 2014-11-14 Cont ID  
Sent By jwitmer Date 2014-11-14 Time 09:39 Rev Time 0.00
Received By jwitmer Date 2014-11-13 Time 15:27 Sent To  
Notes
2014-11-13 16:48:06BUILDING PLAN REVIEW
 PERMIT: 14100487
 ADD: 5818 S. DIXIE HWY.
 CONT: MACO CONSTRUCTION
 TEL: (561)379-3171
  
 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: THURS. NOV. 13/ 2014
 ACTION: DENIED
  
 1) SITE PLAN:
 1A) PLEASE SEE THE 2010 FL ACCESS. CODE FOR AN
 ACCESSIBLE AISLE WIDTH. 2010 FL. ACCESS. CODE 502.3.1.
 ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL
 BE 60 INCHES (1525 MM) WIDE MINIMUM.
  
 1B) THE ACCESS AISLE IS ALSO TO BE DOUBLE STRIPED PER
 CITY MUNI. CODE 94-485. PLEASE SEE 2010 ACCESS.
 ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF
 MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY
 BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE
 TO BE AS WIDE AS A PARKING SPACE, IT IS IMPORTANT THAT
 THE AISLE BE CLEARLY MARKED.
  
 2) THE PLANS INDICATE THIS REMODEL IS TO BECOME A
 URGENT CARE FACILITY. NOTE IF IT IS CONSIDERED A
 REHABILITATION FACILITIES AND OUTPATIENT PHYSICAL
 THERAPY FACILITIES SEE ADVISORY:
 ADVISORY 208.2.2 REHABILITATION FACILITIES AND
 OUTPATIENT PHYSICAL THERAPY FACILITIES. CONDITIONS THAT
 AFFECT MOBILITY INCLUDE CONDITIONS REQUIRING THE USE OR
 ASSISTANCE OF A BRACE, CANE, CRUTCH, PROSTHETIC DEVICE,
 WHEELCHAIR, OR POWERED MOBILITY AID; ARTHRITIC,
 NEUROLOGICAL, OR ORTHOPEDIC CONDITIONS THAT SEVERELY
 LIMIT ONE?S ABILITY TO WALK; RESPIRATORY DISEASES AND
 OTHER CONDITIONS WHICH MAY REQUIRE THE USE OF PORTABLE
 OXYGEN; AND CARDIAC CONDITIONS THAT IMPOSE SIGNIFICANT
 FUNCTIONAL LIMITATIONS.
  
 IF THIS UNIT IS CONSIDERED A REHABILITATION FACILITIES
 AND OUTPATIENT PHYSICAL THERAPY FACILITIES, THEN
 PARKING COMPLIANCE WITH:
 FL ACCESS. CODE IS REQUIRED. 208.2.2 REHABILITATION
 FACILITIES AND OUTPATIENT PHYSICAL THERAPY FACILITIES.
 TWENTY PERCENT OF PATIENT AND VISITOR PARKING SPACES
 PROVIDED TO SERVE REHABILITATION FACILITIES
 SPECIALIZING IN TREATING CONDITIONS THAT AFFECT
 MOBILITY AND OUTPATIENT PHYSICAL THERAPY FACILITIES
 SHALL COMPLY WITH 502.
  
 3) MISSING SOILS REPORT. SHEET S-2 NOTE # 2 INDICATES
 THE SAFE MINIMUM BEARING VALUE OF THE SOIL IS 2500 PSF.
 NOTE # 1 INDICATES A SOILS ENGINEER IS TO PROVIDE A
 SOILS AND FOUNDATION INVESTIGATION REPORT BY AN
 APPROVED TESTING LABORATORY. 2010 FBC-B. 1803.5.2
 QUESTIONABLE SOIL.
  
 4) FLORIDA ENERGY GAUGE REPORT FORM 506-2010
 PERFORMANCE BASED COMPLIANCE.
  
 4A) THE ENERGY GAUGE REPORT INDICATES THE EXTERIOR WALL
 INSULATION IS TO BE A R-4.8 VALUE. SHEET A-3 DETAIL #
 10 SHOWS THE R4.8 INSULATION BUT THE DETAIL DOES NOT
 PROVIDE HOW HIGH THE EXTERIOR WALL INSULATION IS TO BE
 INSTALLED. ENERGY 506.3.2.
  
 4B) THE ENERGY GAUGE REPORT INDICATES THE EXTERIOR PAIR
 OF DOORS ARE ALUMINUM DOORS W/ (2) SIDE LITES, 1.25 IN.
 W/ POLYSTYRENE INSULATION. THES DOORS ARE OVER 50%
 GLAZED DOORS AND SHOULD BE TAKEN AS WINDOWS. THE WINDOW
 SIZES PROVIDED DO NOT CORRELATE WITH THE SIZES PROVIDED
 ON THE PLANS.
 THE REPORT LIST THE SHGC AS 0.50 THE SHADING
 COEFFICIENT HAS NOT BEEN DEMINTRATED, AND THE REPORT
 ALSO INDICATES THE WINDOWS ARE NOT SHADED, WHERE AS THE
 PLANS INDICATE THE USE OF BAHAMA SHUTTERS OVER THE
 WINDOWS AND A PORCH OVER THE FRONT ENTRY.
  
 4C) DISCREPANCY IN REPORT UNDER THE HEADING ROOFING
 PAGE 3, ZONE PR)ZO1 THE REPORT INDICATES THE ROOFING
 INSULATION TO BE 4 IN. ISO/ METAL ROOF DECK W/ BUILT UP
 ROOF 2 IN. OF GRAVEL. ROOF VALUE OF R 6.7. PAGE 7 NAME
 BUILT UP ROOF INDICATES BUILT UP ROOF GRAVEL/ 2IN. ISO/
 METAL DECK THE R VALUE OF 6.7 WITHOUT THE 4 INCHES OF
 INSULATION? 107.2.1.3 DISCREPANCY.
  
 4D) THE PLANS DO NOT PROVIDE HOW THE ROOF INSULATION
 UNDER THE NEW TOWER WILL BE APPLIED. WILL IT BE ON THE
 EXISTING ROOF DECK OR WILL IT CONTINUE UP AND INTO THE
 TOWER WALLS AND UNDER THE ROOF DECK? 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED. ENERGY 506.3.2
  
 5) 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..
  
 6) TO DATE PRODUCT APPROVALS HAVE NOT BEEN REVIEWED BY
 THE DESIGNER OF RECORD.
 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41
 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)(A) EXTERIOR DOORS. NO APPROVALS WERE SUBMITTED FOR
 THE GLAZED FRENCH DOORS.L
 (B) WINDOWS NOT REVIEWED BY THE DESIGNER OF RECORD.
 (C) WALL LOUVERS A/C FRESH AIR MAKE UP?
 (D) ROOFING PRODUCTS AND ASSEMBLIES NOT REVIEWED BY THE
 DESIGNER OF RECORD, NOTE WHAT ATTACHMENT METHODS WILL
 BE REQUIRED FOR EACH ROOF ZONE.
 (E) SHUTTERS BAHAMA SHUTTERS IN OPEN FIXED POSITION.
 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS. FBC-B
 3105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE
 INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS
 OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN
 OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A
 BASIC WIND SPEED OF MINIMUM 115 MPH, 3-SECOND WIND GUST
 WITH APPLICABLE SHAPE FACTORS.
  
 (G) PRE-ENGINEERED A/C STANDS IF APPLICABLE.
  
 7) SHEET A3 DETAIL # 10 INDICATES THE USE OF BEVELED
 WOOD BUCKS WITH THE BACK WINDOW FRAME SUPPORT NOT
 RESTING ON THE BEVELED BUCK. 2010 FBC-B
 1715.5.4.2 UNLESS OTHERWISE TESTED, BUCKS SHALL EXTEND
 BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME
 SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED.
  
 8) SHEET A4.2 DETAIL # 12 THE RECEPTION DESK SHOWS THE
 COUNTER HEITH OF 42 INCHES HIGH. PLEASE PROVIDE
 COMPLIANCE WITH :
 2010 FL ACCESS. CODE 904.3.3 CHECK WRITING SURFACES.
 WHERE PROVIDED, CHECK WRITING SURFACES SHALL COMPLY
 WITH 902.3.
 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK
 SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34
 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND
 OR
 904.4 SALES AND SERVICE COUNTERS.
 SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH
 904.4.1 OR 904.4.2. THE ACCESSIBLE PORTION OF THE
 COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR
 SERVICE COUNTER TOP.
 EXCEPTION: IN ALTERATIONS, WHEN THE PROVISION OF A
 COUNTER COMPLYING WITH 904.4 WOULD RESULT IN A
 REDUCTION OF THE NUMBER OF EXISTING COUNTERS AT WORK
 STATIONS OR A REDUCTION OF THE NUMBER OF EXISTING MAIL
 BOXES, THE COUNTER SHALL BE PERMITTED TO HAVE A PORTION
 WHICH IS 24 INCHES (610 MM) LONG MINIMUM COMPLYING WITH
 904.4.1 PROVIDED THAT THE REQUIRED CLEAR FLOOR OR
 GROUND SPACE IS CENTERED ON THE ACCESSIBLE LENGTH OF
 THE COUNTER.
 904.4.1 PARALLEL APPROACH.
 A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES (915
 MM) LONG MINIMUM AND 36 INCHES (915 MM) HIGH MAXIMUM
 ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR FLOOR
 OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED
 FOR A PARALLEL APPROACH ADJACENT TO THE 36 INCH (915
 MM) MINIMUM LENGTH OF COUNTER.
 EXCEPTION: WHERE THE PROVIDED COUNTER SURFACE IS LESS
 THAN 36 INCHES (915 MM) LONG, THE ENTIRE COUNTER
 SURFACE SHALL BE 36 INCHES (915 MM) HIGH MAXIMUM ABOVE
 THE FINISH FLOOR.
 904.4.2 FORWARD APPROACH.
 A PORTION OF THE COUNTER SURFACE THAT IS 30 INCHES (760
 MM) LONG MINIMUM AND 36 INCHES (915 MM) HIGH MAXIMUM
 SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH
 306 SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR
 OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED
 FOR A FORWARD APPROACH TO THE COUNTER.
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 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. 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 1 Status P Date 2014-10-16 Cont ID  
Sent By dhayes Date 2014-10-16 Time 14:24 Rev Time 0.00
Received By dhayes Date 2014-10-16 Time 14:24 Sent To  
Notes
2014-10-16 16:17:5310/16/2014
 PROJECT: URGENT CARE
 PERMIT#: 14100487
 CODE: 2008 EDITION OF THE NEC
 2010 EDITION OF THE FBC
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
  
 ELECTRICAL PLAN REVIEW
 ACTION: PROVISO
  
 1) ALL EXTERIOR LIGHTING NOT EXEMPTED BY FBC 505.1
 INNCLUDING SIGNS SHALL HAVE AUTOMATIC CONTROLS TO TURN
 OFF AT DAYLIGHT OR WHEN NOT REQUIRED. CONTROLS SHALL BE
 PHOTOSENSOR & TIME CLOCK OR ASTRONOMICAL TIME SWITCH.
 ALL TIME SWITCHES SHALL BE CAPABLE OF RETAINING
 PROGRAMING DURING A LOSS OF POWER FOR A MINIMUM OF 10
 HOURS. FBC-E 505.2.4
  
 2) 517.13 GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL
 EQUIPMENT IN PATIENT CARE AREAS. WIRING IN PATIENT CARE
 AREAS SHALL COMPLY WITH 517.13(A) AND (B).
 (A) WIRING METHODS. ALL BRANCH CIRCUITS SERVING PATIENT
 CARE AREAS SHALL BE PROVIDED WITH AN EFFECTIVE
 GROUND-FAULT CURRENT PATH BY INSTALLATION IN A METAL
 RACEWAY SYSTEM, OR A CABLE HAVING A METALLIC ARMOR OR
 SHEATH ASSEMBLY. THE METAL RACEWAY SYSTEM, OR METALLIC
 CABLE ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF QUALIFY AS
 AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH
 250.118.
 (B) INSULATED EQUIPMENT GROUNDING CONDUCTOR. THE
 GROUNDING TERMINALS OF ALL RECEPTACLES AND ALL
 NON?CURRENT CARRYING CONDUCTIVE SURFACES OF FIXED
 ELECTRICAL EQUIPMENT LIKELY TO BECOME ENERGIZED THAT
 ARE SUBJECT TO PERSONAL CONTACT, OPERATING AT OVER 100
 VOLTS, SHALL BE CONNECTED TO AN INSULATED COPPER
 EQUIPMENT GROUNDING CONDUCTOR. THE EQUIPMENT GROUNDING
 CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE
 250.122 AND INSTALLED IN METAL RACEWAYS OR AS A PART OF
 LISTED CABLES HAVING A METALLIC ARMOR OR SHEATH
 ASSEMBLY WITH THE BRANCH-CIRCUIT CONDUCTORS SUPPLYING
 THESE RECEPTACLES OR FIXED EQUIPMENT.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, PLEASE INSERT CORRECTED PAGES INTO
 SUBMITTAL PACKAGE AND LEAVE THE PREVIOUSLY REVIEWED
 SHEETS FOR COMPARATIVE REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-12-04 Cont ID  
Sent By cranford Date 2014-12-04 Time 15:28 Rev Time 0.00
Received By cranford Date 2014-12-04 Time 15:27 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-11-10 Cont ID  
Sent By cranford Date 2014-11-10 Time 15:05 Rev Time 0.00
Received By cranford Date 2014-11-05 Time 14:34 Sent To Z
Notes
2014-11-10 15:05:10ENGINEERING DEPT COMMENTS
  
 THIS SITE IS AN EXISTING NON-CONFORMING SITE (CORNER
 CLEAR DISTANCE IS LESS THAN 75 FT, EXISTING PARKING,
 PARKING CONFIGUARATION REQUIRES BACKING DIRECTLY ONTO
 STREET).
  
 PLEASE DEMONSTRATE THAT THE MODIFICATIONS WILL RESULT
 IN A DECCREASE IN IMPERVIOUS AREA AND WILL NOT RESULT
 IN AN INCREASE IN THE VELOCITY OR VOLUME OF OFF-SITE
 STORMWATER DISCHARGE. [CODE OF ORDINANCES SECTIONS
 90-201, 94-35(C )(11), 94-307, AND 94-580]
  
 ON SHEET SP-1, PLEASE CORRECT THE HORIZONTAL SCALE TO
 MATCH THE SCALE USED ON THE PLANS AND CORRECT ACCESS
 AISLE WIDTH ON THE HANDICAP PARKING SPACE DETAIL TO
 MATCH THE PLAN VIEW.
  
 A RIGHT-OF-WAY PERMIT FROM THE ENGINEERING DEPARTMENT
 WILL BE REQUIRED FOR ALL WORK WITHIN THE CITY OF WEST
 PALM BEACH RIGHT-OF-WAY. THE APPLICATION FORM AND
 CONSTRUCTION STANDARDS CAN BE FOUND AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 ENGINEERING & PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-10-22 Cont ID  
Sent By pleduc Date 2014-10-22 Time   Rev Time 0.00
Received By pleduc Date 2014-10-20 Time 09:49 Sent To  
Notes
2014-10-22 14:09:20THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
 ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
 MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
 TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
 WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
 PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
 DOOR.
  
 DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE
 EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS,
 IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, TOOL,
 OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
 EGRESS SIDE.
  
 INDICATE IF THE DOORS WILL BE EQUIPPED WITH ANY
 LOCK/LATCH. IF THE DOORS WILL BE EQUIPPED WITH A
 LOCK/LATCH, INDICATE HOW THE LOCK/LATCH WILL BE
 RELEASED FROM THE EGRESS SIDE OF THE DOOR.
  
 PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
 MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
 MORE THAN ONE RELEASING OPERATION. THE RELEASING
 MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
 THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
 THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
 OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
 GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
 OPERATE.
  
 A THUMB TURN LOCK IS NOT PERMITTED ON THE MAIN ENTRY
 DOOR(S). IN LIEU OF PANIC HARDWARE, THE MAIN ENTRY IS
 PERMITTED TO BE EQUIPPED WITH A KEYED LOCK WITH
 LOCK/UNLOCK INDICATOR WINDOW AND SIGNAGE STATING THE
 DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS. NO
 OTHER LOCKING OR LATCHING MECHANISMS ARE PERMITTED.
  
 THUMB-TURN LOCK TO BE EQUIPPED WITH AN ?OPEN/LOCKED?
 INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-12-29 Cont ID  
Sent By hmoser Date 2014-12-29 Time 14:38 Rev Time 0.00
Received By hmoser Date 2014-12-29 Time 14:20 Sent To M
Notes
2014-12-29 14:21:45TO H. MOSER'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-12-27 Cont ID  
Sent By skennedy Date 2014-12-27 Time 10:25 Rev Time 0.00
Received By skennedy Date 2014-12-04 Time 13:04 Sent To  
Notes
2014-12-04 13:22:18B04
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-12-01 Cont ID  
Sent By skennedy Date 2014-12-01 Time 08:18 Rev Time 0.00
Received By skennedy Date 2014-10-16 Time 13:54 Sent To  
Notes
2014-10-16 14:06:49C07
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2014-11-14 Cont ID  
Sent By jwitmer Date 2014-11-14 Time 09:39 Rev Time 0.00
Received By jwitmer Date 2014-11-14 Time 09:39 Sent To  
Notes
***NONE***
Review Stop L LANDSCAPING
Rev No 1 Status P Date 2014-11-25 Cont ID  
Sent By sgraham Date 2014-11-25 Time 14:29 Rev Time 0.00
Received By sgraham Date 2014-11-25 Time 14:29 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2014-12-29 Cont ID  
Sent By hmoser Date 2014-12-29 Time 14:38 Rev Time 0.00
Received By hmoser Date 2014-12-29 Time 14:31 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2014-12-24 Cont ID  
Sent By hmoser Date 2014-12-24 Time 13:22 Rev Time 0.00
Received By hmoser Date 2014-12-24 Time 13:22 Sent To  
Notes
2014-12-24 13:32:39PLAN DENIED
 1) REFER TO SECTION 107 SUBMITTAL DOCUMENTS
 2010 FBC CAN'T USE CORPORATE SEAL ON ARCHITECT
 PLAN OR PAPER.
 2) PROVIDE FRESH AIR CALCULATIONS ON THE PLAN
 PER TABLE 403.3 FBC (M) 2010
 3) REFER TO SECTION 503.2.5.4 SHUT OFF DAMPER CONTROL
 2010 FLORIDA ENERGY CODE
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2014-11-03 Cont ID  
Sent By hmoser Date 2014-11-03 Time 12:07 Rev Time 0.00
Received By hmoser Date 2014-11-03 Time 10:49 Sent To  
Notes
2014-11-03 12:07:22PLAN DENIED
  
 1) PROVIDE EQUIPMENT SCHEDULE ON PLANS
 PER SECTION 107 FBC 2010
 2) PROVIDE CFM ON ALL SUPPLY DROPS.
 PER SECTION107 FBC 2010
 3) NEED ARCHITECT STAMP AND SIGNATURE
 ON THE PLANS.
 4) REFER TO SECTION 601.4 BALANCED
 RETURN AIR 2010 FBC (M)
 5) ENERGY CALCULATIONS AND PLANS
 DO NOT MATCH
 6) SHOW LOCATION OF THE CONDENSER'S
 ON THE PLANS SECTION 107
 7) SHOW BATH EXHAUST ON THE PLAN
 AND EXHAUST DISCHARGE. PER SECTION
 501.2 FBC (M) 2010
 8) SHOW LOCATION OF THE CONDENSATE
 FOR THE A/C UNITS PER SECTION 307 FBC (M)
 9) REFER TO SECTION 307.2.3.1 WATER LEVEL
 MONITORING DEVICE 2010 FBC (M)
 10) REFER TO SECTION 306.3.2 AIR HANDLING UNITS
 2010 FBC (M)
 11) REFER TO SECTION 306.3 APPLIANCES IN ATTIC
 2010 FBC (M)
 12) REMOVE THE NOTE ON THE PLAN THAT STATES
 FOR PRELIMINARY PERMIT DO NOT USE FOR CONSTRUCTION.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2014-12-13 Cont ID  
Sent By tklarge Date 2014-12-13 Time 09:08 Rev Time 0.00
Received By tklarge Date 2014-12-13 Time 08:04 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-11-01 Cont ID  
Sent By tklarge Date 2014-11-01 Time 03:15 Rev Time 0.00
Received By tklarge Date 2014-11-01 Time 02:51 Sent To  
Notes
2014-11-01 03:03:101) 2010 FL. ACCESSIBILITY CODE SECS.212.2 , 212.3 -
 WHERE SINKS ARE PROVIDED, AT LEAST 5 % , BUT NO FEWER
 THAN ONE, OF EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM
 OR SPACE SHALL COMPLY W/ SEC.606 OF THE FAC. THE BREAK
 ROOM SINK SHALL ALSO COMPLY. INDICATE ON BOTH SETS OF
 PLANS WHICH SINKS COMPLY WITH THE ACCESSIBILITY CODE.
 2) SHT. A-1 NOTE # 24 STATES "ALL HANDICAPPED LAVS ARE
 EXISTING- NO NEW WORK." REMOVE THIS NOTE AS ALL LAVS
 ARE NEW.
 3) SUBMIT A WATER RISER DIAGRAM FOR REVIEW. WPB AMEND.
 TO 2010 FBC SEC.107.3.5.1.3.
 4) SIZE ALL VENTS ON THE SANITARY RISER. WPB AMEND.
 AMED. TO 2010 FBC SEC.107.2.1.
 5) SHT. S-1 - SHOW THE SIZE OF THE SCUPPERS ( LXW ) ON
 THE ROOF. SHOW THE SQUARE FOOTAGE DRAINED BY EACH
 SCUPPER AND THE SQUARE FOOTAGE OF THE ROOF. WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop Z ZONING
Rev No 1 Status P Date 2014-11-12 Cont ID  
Sent By sgraham Date 2014-11-12 Time 15:02 Rev Time 0.00
Received By sgraham Date 2014-11-12 Time 15:02 Sent To  
Notes
2014-10-29 11:36:0410/29/14


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