Plan Review Details - Permit 14011102
Plan Review Stops For Permit 14011102
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2014-05-06 Cont ID  
Sent By jwitmer Date 2014-05-06 Time 15:52 Rev Time 0.00
Received By jwitmer Date 2014-05-06 Time 06:59 Sent To  
Notes
2014-05-06 11:27:01BUILDING PLAN REVIEW
 PERMIT: 14011102
 ADD: 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS & BREWS
 CONTRACTOR: TO BE DETERMINED
 CONTACT: A & J
 TEL: (561) 373-3902 KARI
  
 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.
  
 RED ROBIN/ WEST PALM BEACH OUTLET MALL
 2ND REVIEW
 DATE: TUES. MAY 06 /2014
 ACTION:
  
  
 ROOF PRODUCT APPROVAL SUBMITTED AND REVIEWED UNDERTHIS
 PERMIT.
 DURO-LAST NOA 12-0529.09
 PAGE 9 OF 15
 SINGLE PLY
 WOOD ,INSULATED
 -90 PSF LIM # 7.
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE
 ADDITIONAL REVIEWS WITH ASSOCIATED FEES.
  
 1 ) FL ADMINISTRATIVE CODE. 61G15-31.003 DESIGN OF
 STRUCTURES UTILIZING PREFABRICATED WOOD TRUSSES.
 (1) WHEN A STRUCTURAL ENGINEER OF RECORD AND A
 DELEGATED ENGINEER EXIST AS MAY BE DETERMINED BY
 APPLICABLE FLORIDA LAW, THE
 APPORTIONMENT OF RESPONSIBILITIES BETWEEN THE
 STRUCTURAL ENGINEER OF RECORD AND A DELEGATED ENGINEER
 SHALL BE AS SET FORTH IN
 CHAPTER 2 OF ANSI/TPI 1-1995, WHEREIN THE STRUCTURAL
 ENGINEER OF RECORD IS THE BUILDING DESIGNER AND THE
 DELEGATED ENGINEER IS
 THE TRUSS DESIGNER AS THOSE TERMS ARE DEFINED IN SAID
 STANDARD.
  
 (2) THE STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE
 DESIGN REQUIREMENTS IN WRITING TO THE DELEGATED
 ENGINEER AND SHALL REVIEW THE
 DESIGN DOCUMENTS OF THE DELEGATED ENGINEER FOR
 CONFORMANCE TO HIS WRITTEN INSTRUCTIONS IN ACCORDANCE
 WITH RULE 61G15-30.005,
 F.A.C.
  
 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 2 Status F Date 2014-04-12 Cont ID  
Sent By jwitmer Date 2014-04-12 Time 18:26 Rev Time 0.00
Received By jwitmer Date 2014-04-12 Time 14:30 Sent To  
Notes
2014-04-12 18:07:19BUILDING PLAN REVIEW
 PERMIT: 14011102
 ADD: 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS & BREWS
 CONTRACTOR: TO BE DETERMINED
 CONTACT: A & J
 TEL: (561) 373-3902 KARI
  
 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.
  
 RED ROBIN/ WEST PALM BEACH OUTLET MALL
 2ND REVIEW
 DATE: SAT. APRIL 12/2014
 ACTION: DENIED
  
 1-6) COMPLIED>
  
 7) SEMI-COMPLIED. SHEET S8.0 DOES PROVIDE THE WIND
 DESIGN CRITERIA IN VULT & VASD AS REQUESTEDAND WITH A C
 EXPOSURE THE WIND DESIGN DOES NOT PROVIDE THE MEAN ROOF
 HEIGHT AND THE ADJUSTMENT FACTOR FOR THE C EXPOSURE SEE
 2010 FBC-B TABLE 1609.7(2).
  
 1ST REVIEW COMMENT.. SHEET S8.0 IDENTIFIES THE BASE
 CODE 2009 IBC AS THE REFERENCED CODE, PLEASE CORRECT TO
 THE 2010 FBC-B THE WIND DESIGN CRITERIA IS CORRECT,
 PLEASE PROVIDE WIND PRESSURES FOR COMPONENTS AND
 CLADDING AT 10 SQ FT, 20 SQ FT AS WELL AS THE 50 SQ FT
 IN BOTH VULT AND VASD. FLORIDAS PRODUCT APPROVALS ARE
 IN VASD. PLEASE NOTE WE USE 10 SQ FT AS THE WORST CASE
 FOR ROOF FASTENERS.
  
 8) 2ND REQUEST, FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
  
 NOTE ONLY ONE SET OF PRODUCT APPROVALS WERE SUBMITTED.
  
 (31)(A) EXTERIOR DOORS, ROOF HATCHES.
 SHEET A2.1 UNDER THE HEADING OF GENERAL NOTES LIST THE
 EXTERIOR DOORS BY MANUFACTURER AND PRODUCT APPROVAL
 NUMBER
 11-0228.04 KAWNEER 350 IR STOREFRONT DOORS DOOR AND
 FRAME MAX. 98 1/2 INCHES IN HEIGHT. PLANS THE ENERGY
 CALCS INDICATE A SHGC OF 0.4 PROVIDE DOCUMENTATION.
  
 EXTERIOR DOORS HE HARDWARE SCHEDULE INDICATED THE USE
 OF A CONTINIOUS HINGE ON DOORS WHERE AS THE PRODUCT
 APPROVALS DO NOT INDICATE A CONTINIOUS HINGE.
  
 SUBMITTED CECO DOORS NOA 09-0505.09 THIS PRODUCT IS NOT
 LISTED ON SHEET A2.1, THE HOLLOW CORE METAL DOOR THAT
 IS LISTED IS A NOA 09-0323.23 WHICH IS A DIFFERNT
 MANUFACTURER, BUT IT IS ALSO A EXPIRED REPORT.
  
 REPORTS SUBMITTED BUT LISTED ON SHEET A2.1 ARE AS
 FOLLOWS:
 KAWNEER 11-1027.15 350 IR
 FL 5851-R3 YKK AP
  
 NO ROOF HATCH PRODUCT APPROVALS WERE SUBMITTED, IS
 LOCATED IN A ROOF ZONE 2 WITHIN 10'-0" OF THE EDGE OF
 THE ROOF.
  
 (B) WINDOWS
 SUBMITTED NOA 11-0915.06 KAWNEER IR-501 SERIES LMI
 PLEASE NOTE OVERALL HEIGHT LIMITATION OF 120 INCHES
 WHEREAS A2.1 WINDOW TYPE B SHOWS A OVERALL HEIGHT OF
 11'-10". PLEASE PROVIDE ADDITIONAL INFORMATION SHEET 3
 OF 9 INDICATES THE TYPE OF FASTENERS TO BE USED IN WOOD
 OR METAL STUDS. THE DETAIL SHOWS 4 1/2 INCH STRUCTURAL
 MEMBER THAT IS NOT SHOWN ON ANY A NOR S DRAWINGS,
 PLEASE PROVIDE WHAT TYPE OF STRUCTURAL SUPPORT THIS IS
 AND HOW IT WILL BE PART OF THE MWFRS.
 PLEASE ALSO PROVIDE DOCUMENTATION FOR THE SHGC OF 0.4.
  
 (C) EFISWALL SYSTEMS, PLEASE PROVIDE THE MANUFACTURERS
 INSTALATION BOOKLET. 2010 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 2010 EDITION 107.2.4 EXTERIOR WALL ENVELOPE.
 CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS SHALL DESCRIBE
 THE EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO
 DETERMINE COMPLIANCE WITH THIS CODE. THE CONSTRUCTION
 DOCUMENTS SHALL PROVIDE DETAILS OF THE EXTERIOR WALL
 ENVELOPE AS REQUIRED, INCLUDING FLASHING, INTERSECTIONS
 WITH DISSIMILAR MATERIALS, CORNERS, END DETAILS,
 CONTROL JOINTS, INTERSECTIONS AT ROOF, EAVES OR
 PARAPETS, MEANS OF DRAINAGE, WATER-RESISTIVE MEMBRANE
 AND DETAILS AROUND OPENINGS. THE CONSTRUCTION DOCUMENTS
 SHALL INCLUDE MANUFACTURER?S INSTALLATION INSTRUCTIONS
 THAT PROVIDE SUPPORTING DOCUMENTATION THAT THE PROPOSED
 PENETRATION AND OPENING DETAILS DESCRIBED IN THE
 CONSTRUCTION DOCUMENTS MAINTAIN THE WEATHER RESISTANCE
 OF THE EXTERIOR WALL ENVELOPE. THE SUPPORTING
 DOCUMENTATION SHALL FULLY DESCRIBE THE EXTERIOR WALL
 SYSTEM WHICH WAS TESTED, WHERE APPLICABLE, AS WELL AS
 THE TEST PROCEDURE USED.
  
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOFING
 INSULATION, ROOF CURBING
 DURO-LAST NOA 12-0529.09 WAS SUBMITTED BUT NO
 SUB-SYSTEM WAS IDENTIFIED WITH THE ASSOCIATED
 PRESSURES. MAY REQUIRE ENHANCED FASTENING SEE
 LIMITATION #7 VERSES #9. 107.2.1.2 FOR ROOF ASSEMBLIES
 REQUIRED BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL
 ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING
 SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING
 REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE
 REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND
 INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND
 CRITERIA REQUIRED FOR THE SPECIFIC SITE OR A STATEMENT
 BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST
 BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.
  
 NO PRODUCT APPROVALS WERE SUBMITTED FOR ROOF TOP CURBS.
  
 (G) PRE-ENGINEERED A/C STANDS SHEET A2.3 DOES SHOW ROOF
 TOP CONDENSING UNITS THAT WILL REQUIRE ROOF TOP STANDS,
 THESE STANDS WILL ALSO NEED TO CONSIDER THE AMOUNT OF
 ROOF TOP INSULATION THAT WILL BE REQUIRED BY THE ENERGY
 CODE SO THEY WILL STILL COMPLY WITH FBC-B TABLE 1509.7
 CLEARANCE BENEATH THE STAND TO THE FINISH ROOF TOP.
  
 9) 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..
  
 10-11) COMPLIED.
  
 12) 2ND REQUEST SEMI-COMPLIED. 1408.5 INSTALLATION.
 INSTALLATION OF THE EIFS AND EIFS WITH DRAINAGE SHALL
 BE IN ACCORDANCE WITH THE EIFS MANUFACTURER?S
 INSTRUCTIONS.
  
 13) 2ND REQUEST. PLEASE REVIEW THE DRYVIT NOA
 11-1108.01 AND THEIR INSTALATION INSTRUCTIONS FOR THE
 REQUIEMENTS FOR SILL FLASHING DETAILS AND REQUIREMENTS,
 PLEASE PROVIDE THE TYPE OF MATERIAL AND MINIMUM
 THICKNESS OF THE SILL FLASHING, AND TYPE OF SEALANTS TO
 BE USED IN THE INSTALATION.
 PROVIDE FLASHING DETAILS FOR WINDOWS AND DOORS, 2010
 FBC-B 1405.4. FLASHING SHALL BE INSTALLED IN SUCH A
 MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL
 OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL BE
 INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW
 ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR
 WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH
 ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR
 PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.
  
 14 )2ND REQUEST. THE TRUSS MANUFACTURER ONY DESIGNS THE
 TRUSS TO TRUSS CONNECTIONS. THE STRUCTURAL ENGINEEER
 PROVIDES A OVER ALL LAYOUT AND THE LOADS TO BE RESISTED
 FOR EACH TRUSS. SHEET S2.0 PROVIDES A LAYOUT OF THE
 TRUSSES AND GIRDERS, THE PLANS DOES NOT SHOW HOW THE
 UPLIFT LOADS ARE GOING TO BE TRANSFERRED INTO THE WALLS
 AND MWFRS. PROVIDE LOADS TO BE REISTED, PLEASE ALSO
 PROVIDE WHAT ADDITIONAL TRUSS HARDWARE BEARING CLIPS
 ETC FOR THE RED S BUILT TRUSS SYSTEM.
  
 FL ADMINISTRATIVE CODE. 61G15-31.003 DESIGN OF
 STRUCTURES UTILIZING PREFABRICATED WOOD TRUSSES.
 (1) WHEN A STRUCTURAL ENGINEER OF RECORD AND A
 DELEGATED ENGINEER EXIST AS MAY BE DETERMINED BY
 APPLICABLE FLORIDA LAW, THE APPORTIONMENT OF
 RESPONSIBILITIES BETWEEN THE STRUCTURAL ENGINEER OF
 RECORD AND A DELEGATED ENGINEER SHALL BE AS SET FORTH
 IN CHAPTER 2 OF ANSI/TPI 1-1995, WHEREIN THE STRUCTURAL
 ENGINEER OF RECORD IS THE BUILDING DESIGNER AND THE
 DELEGATED ENGINEER IS THE TRUSS DESIGNER AS THOSE TERMS
 ARE DEFINED IN SAID STANDARD.
 (2) THE STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE
 DESIGN REQUIREMENTS IN WRITING TO THE DELEGATED
 ENGINEER AND SHALL REVIEW THE DESIGN DOCUMENTS OF THE
 DELEGATED ENGINEER FOR CONFORMANCE TO HIS WRITTEN
 INSTRUCTIONS IN ACCORDANCE WITH RULE 61G15-30.005,
 F.A.C.
  
  
 15) COMPLIED.
  
  
 NEW COMMENTS
  
 16) SHEET A1.1 DETAIL # 15 REVISION # 2 USES THE TERM
 OR IN REGARDS TO SIMPSON A21 OR METAL BRACKETS. 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS. SUCH DRAWINGS
 AND SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE
 FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY
 WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE
 SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE CITED AS
 A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 17) THE STRUCTURAL SHEETS S1.0, S3.0, S4.0, S5.0 & S8.0
 ARE ALL PHOTO-COPIED SIGNATURES NOT ORIGINALS. PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY
 THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
 EFFECTIVE DATE 05/06/2009
  
 18) 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 B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-02-22 Cont ID  
Sent By jwitmer Date 2014-02-22 Time 16:48 Rev Time 0.00
Received By jwitmer Date 2014-02-22 Time 14:01 Sent To  
Notes
2014-02-22 16:48:27BUILDING PLAN REVIEW
 PERMIT: 14011102
 ADD: 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS & BREWS
 CONTRACTOR: TO BE DETERMINED
 CONTACT: A & J
 TEL: (561) 373-3902 KARI
  
 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: SAT. FEB. 22/2014
 ACTION: DENIED
  
 1) THE COVER SHEET CS1.0 INDICATES THIS BUILDING WAS
 DESIGNED UNDER THE 2007 FBC, PLEASE BE AWARE FLORIDA
 ADOPTED THE 2010 FLORIDA FAMILY OF CODES STATEWIDE
 MARCH 15, 2012. PLEASE UPDATE PLANS ACCORDINGLY.
  
 2) PLEASE PROVIDE ORIGINAL SOILS REPORTS 2010 FBC-B
 803.2 INVESTIGATIONS REQUIRED. GEOTECHNICAL
 INVESTIGATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH
 SECTIONS 1803.3 THROUGH 1803.5.
  
 3) THIS BUILDING IS CLASSIFIED AS A LL-B BUILDING,
 PLEASE CONTACT THE MANAGER OF RESIDENT INSPECTORS TO
 SEE IF A RESIDENT INSPECTOR WILL BE REQUIRED FOR THIS
 BUILDING. 110.3.9 OTHER INSPECTIONS SERVICES. THE
 BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY
 OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE
 MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED
 INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION
 HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND
 RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION
 OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH
 REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY
 A RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES: 1. FOR BUILDINGS OR
 ADDITIONS OF TYPE I OR II CONSTRUCTION.
 MANAGER OF THRESHOLD & RESIDENT INSPECTOR PROGRAM
 KEN CONRAD
 TEL 561-805-6666
 E-MAIL: [email protected]
  
 4) THIS BUILDING BEING CLASSIFIED AS A BUILDING TYPE
 LL-B CONSTRUCTION WILL REQUIRE ALL FRAMING, SHEATHING
 AND OR DECKING TO BE FIRE RETARDANT TREATED WOOD.
 2010 FBC-B 603.1 ALLOWABLE MATERIALS.
 COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS
 OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING
 APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1
 THROUGH 603.1.3:
 1. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED IN:
 1.1. NONBEARING PARTITIONS WHERE THE REQUIRED
 FIRE-RESISTANCE RATING IS 2 HOURS OR LESS.
 1.2. NONBEARING EXTERIOR WALLS WHERE NO FIRE RATING IS
 REQUIRED.
 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES,
 FRAMING AND DECKING.
  
 5) 2304.9.5.4 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD
 USED IN INTERIOR APPLICATIONS.
 FASTENERS FOR FIRE-RETARDANT-TREATED WOOD USED IN
 INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE
 MANUFACTURER?S RECOMMENDATIONS. IN THE ABSENCE OF
 MANUFACTURER?S RECOMMENDATIONS, SECTION 2304.9.5.3
 SHALL APPLY.
  
 6) SHEET S3.0 PROVIDES DETAILS FOR STEM WALL
 CONSTRUCTION AND NOTES FOR VAPOR BARRIER BENEATH THE
 SLAB BUT THERE IS NO MENTION OF HOW TERMITE PROTECTION
 WILL BE ACHIEVED, SEE 2010 FBC-B 1816.1.
  
 7) SHEET S8.0 IDENTIFIES THE BASE CODE 2009 IBC AS THE
 REFERENCED CODE, PLEASE CORRECT TO THE 2010 FBC-B THE
 WIND DESIGN CRITERIA IS CORRECT, PLEASE PROVIDE WIND
 PRESSURES FOR COMPONENTS AND CLADDING AT 10 SQ FT, 20
 SQ FT AS WELL AS THE 50 SQ FT IN BOTH VULT AND VASD.
 FLORIDAS PRODUCT APPROVALS ARE IN VASD. PLEASE NOTE WE
 USE 10 SQ FT AS THE WORST CASE FOR ROOF FASTENERS.
  
 8) 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, ROOF HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFISWALL SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOFING
 INSULATION, ROOF CURBING
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 9) 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..
  
 10) SHEET A4.1 INDICATES THE USE OF STONE VENEER ON
 METAL LATH OVER A WATER RESISTANT BARRIER. PLEASE SHOW
 COMPLIANCE WITH:
 FBC-B 1404.2.1
 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH
 OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO
 PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE
 WATER RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED
 BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT
 PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING:
 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER OR
 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER
 OVER AN APPROVED PLASTIC HOUSE WRAP, OR
 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN
 ACCORDANCE WITH THE MANUFACTURER?S INSTALLATION
 INSTRUCTIONS.
  
 11) SHEET A4.1 DETAILS 3, 4 & 5 ALL SHOW THE USE OF
 EFIS AS A EXTERIOR FINISH 1406.2 COMBUSTIBLE EXTERIOR
 WALL COVERINGS.
 COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL COMPLY WITH
 THIS SECTION. EXCEPTION: PLASTICS COMPLYING WITH
 CHAPTER 26. PROVIDE DOCUMENTATION THAT THE EFIS PRODUCT
 WILL MEET THIS CODE REQUIREMENT. 2603.4.1.4 EXTERIOR
 WALLS?ONE-STORY BUILDINGS.
 FOR ONE-STORY BUILDINGS, FOAM PLASTIC HAVING A FLAME
 SPREAD INDEX OF 25 OR LESS, AND A SMOKE-DEVELOPED INDEX
 OF NOT MORE THAN 450, SHALL BE PERMITTED WITHOUT
 THERMAL BARRIERS IN OR ON EXTERIOR WALLS IN A THICKNESS
 NOT MORE THAN 4 INCHES (102 MM) WHERE THE FOAM PLASTIC
 IS COVERED BY A THICKNESS OF NOT LESS THAN
 0.032-INCH-THICK (0.81 MM) ALUMINUM OR
 CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS
 OF 0.0160 INCH (0.41 MM) AND THE BUILDING IS EQUIPPED
 THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN
 ACCORDANCE WITH SECTION 903.3.1.1.
  
 12) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B 1408.3
 STRUCTURAL DESIGN.
 THE UNDERLYING STRUCTURAL FRAMING AND SUBSTRATE SHALL
 BE DESIGNED AND CONSTRUCTED TO RESIST LOADS AS REQUIRED
 BY CHAPTER 16.
 1408.4 WEATHER RESISTANCE.
 EIFS SHALL COMPLY WITH SECTION 1403 AND SHALL BE
 DESIGNED AND CONSTRUCTED TO RESIST WIND AND RAIN IN
 ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER?S
 APPLICATION INSTRUCTIONS.
 1408.4.1 EIFS WITH DRAINAGE.
 EIFS WITH DRAINAGE SHALL HAVE AN AVERAGE MINIMUM
 DRAINAGE EFFICIENCY OF 90 PERCENT WHEN TESTED IN
 ACCORDANCE THE REQUIREMENTS OF ASTM E 2273 AND IS
 REQUIRED ON FRAMED WALLS OF TYPE V CONSTRUCTION, GROUP
 R1, R2, R3 AND R4 OCCUPANCIES.
 1408.4.1.1 WATER-RESISTIVE BARRIER.
 FOR EIFS WITH DRAINAGE, THE WATER-RESISTIVE BARRIER
 SHALL COMPLY WITH SECTION 1404.2 OR ASTM E 2570.
 1408.5 INSTALLATION.
 INSTALLATION OF THE EIFS AND EIFS WITH DRAINAGE SHALL
 BE IN ACCORDANCE WITH THE EIFS MANUFACTURER?S
 INSTRUCTIONS.
  
 13) PROVIDE FLASHING DETAILS FOR WINDOWS AND DOORS,
 2010 FBC-B 1405.4. FLASHING SHALL BE INSTALLED IN SUCH
 A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE
 WALL OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL
 BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND
 WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF
 EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS
 WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND
 SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR
 LOCATIONS WHERE MOISTURE COULD ENTER THE WALL.
  
 14) SHEET S2.0 PROVIDES A LAYOUT OF THE TRUSSES AND
 GIRDERS, THE PLANS DOES NOT SHOW HOW THE UPLIFT LOADS
 ARE GOING TO BE TRANSFERRED INTO THE WALLS AND MWFRS.
 PROVIDE LOADS TO BE REISTED, PLEASE ALSO PROVIDE WHAT
 ADDITIONAL TRUSS HARDWARE BEARING CLIPS ETC FOR THE RED
 S BUILT TRUSS SYSTEM.
  
 15) THIS BUILDING IS BEING DESIGNED AS A TYPE II-B
 BUILDING WHICH REQUIRES FIRE RETARANT WOOD WITHIN THE
 FRAMING MEMBERS AS WELL AS TRUSSES. WILL THE RED BUILT
 TRUSS SYSTEM COME AS A FIRE RETARDANT TREATED MATERIAL
 OR WOULD THE TREATMENT OCCUR IN THE FIELD? WILL THIS
 VOID THE WARRENTY.
  
 16) 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.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 2014-03-27 Cont ID  
Sent By rlecky Date 2014-03-27 Time 12:45 Rev Time 0.00
Received By rlecky Date 2014-03-27 Time 12:31 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-02-18 Cont ID  
Sent By rlecky Date 2014-02-18 Time 12:13 Rev Time 0.00
Received By rlecky Date 2014-02-18 Time 09:23 Sent To  
Notes
2014-02-18 12:12:5014011102
 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS AND BREWS
  
 PLEASE REVISE THE PLANS IN RESPONSE TO THE FOLLOWING
 REVIEW COMMENTS.
  
 FEEDERS TO THE MDP ARE UNDERSIZED. THE PLAN INDICATES
 THE MAIN DISCONNECT IS 1000 AMPERES. NEC 310.16, 240.6,
 240.4(C)
 PANEL LA, AND PANEL M REQUIRE LARGER FEEDERS. NEC 240.4
  
 PROVIDE A LIGHTING DENSITY SUMMARY ON THE PLAN SHOWING
 COMPLIANCE WITH THE FLORIDA BUILDING ENERGY CODE
 REQUIREMENTS. FBC ENERGY CONSERVATION 505.3
  
 PROVIDE VOLTAGE DROP CALCULATION VERIFYING COMPLIANCE
 WITH THE ENERGY CODE. FBC-EC 505.7.3
  
 PROVIDE A SAFETY LABELING SCHEDULE FOR FLASH PROTECTION
 FOR THE SERVICE, PANEL BOARDS AND MAIN DISCONNECTING
 MEANS. NEC 110.22, 110.16, 110.22
  
 PROVIDE DIMENSIONS FOR THE DESIGNATED CLEAR WORKING
 SPACES REQUIRED AROUND THE ELECTRICAL SERVICE EQUIPMENT
 AND PANEL BOARDS. NEC 215.5, 110.26
  
 WIRING METHODS FOR DATA WHICH ARE LOCATED BELOW GRADE
 MUST BE LISTED FOR WET LOCATIONS. NEC 110.11
  
  
 NOTE: SEPARATE PERMITS AND PLANS ARE REQUIRED FOR SITE
 LIGHTING, ALARM, SECURITY AND DATA SYSTEMS.
  
 ROBERT LECKY, CBO
 ELECTRICAL PLANS REVIEW
 561-373-3701
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2014-03-31 Cont ID  
Sent By mgonzale Date 2014-03-31 Time   Rev Time 1.00
Received By mgonzale Date 2014-03-31 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2014-03-07 Cont ID  
Sent By Mgonzale Date 2014-03-07 Time   Rev Time 0.50
Received By mgonzale Date 2014-03-07 Time   Sent To I
Notes
2014-03-07 08:41:29INFO REQUEST - NO OTHER OBJECTIONS.
  
 EMAIL PERVIOUS AND IMPREVIOUS TOTALS FOR SITE OUT
 PARCEL.
  
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2014-03-17 Cont ID  
Sent By scaldero Date 2014-03-17 Time 13:18 Rev Time 0.00
Received By scaldero Date 2014-03-17 Time 13:18 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2014-01-22 Cont ID  
Sent By scaldero Date 2014-01-22 Time 12:19 Rev Time 0.00
Received By scaldero Date 2014-01-22 Time 11:45 Sent To  
Notes
2014-01-22 11:47:11PERMIT #14011102
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 *****FAIL COMMENTS****
 UPDATE THE CODE LIST TO REFERENCE THE 2010 EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2009 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 PROVIDE DRAWING NOTE INDICATING ALL CONSTRUCTION AND
 DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS OF
 NFPA 241. TRASH AND CONSTRUCTION DEBRIS SHALL BE
 REMOVED FROM THE SITE DAILY. SMOKING SHALL BE
 PROHIBITED EXCEPT IN DESIGNATED EXTERIOR AREAS. ALL
 OTHER DEMOLITION OR CONSTRUCTION AREAS SHALL HAVE "NO
 SMOKING" SIGNS POSTED. WHERE SMOKING IS PERMITTED, SAFE
 RECEPTACLES FOR SMOKING MATERIALS SHALL BE PROVIDED.
  
 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.
  
 ENGINEERED FIRE ALARM AND FIRE SPRINKLER CONSTRUCTION
 DOCUMENTS ARE REQUIRED FOR A GENERAL BUILDING PERMIT.
 AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE
 SUBCONTRACTORS CAN THEN SUBMIT SHOP DRAWINGS
 (CONFORMING TO THE ENGINEERED CONSTRUCTION DOCUMENTS)
 FOR A SUB-PERMIT.
 ******************************
 EACH FIRE BARRIER SHALL BE PERMANENTLY IDENTIFIED WITH
 SIGNS OR STENCILING READING FIRE BARRIER-PROTECT ALL
 OPENINGS. CHARACTERS SHALL BE AT LEAST 4-INCHES IN
 HEIGHT AND HALF-INCH IN WIDTH. IDENTIFICATION SHALL BE
 SPACED NOT MORE THAN 15 FEET ON CENTER.
  
 AN APPROVED WRITTEN EMERGENCY PLAN FOR THE EMERGENCY
 EGRESS OF OCCUPANTS IS REQUIRED PRIOR TO OCCUPANCY. ALL
 EMPLOYEES SHALL BE INSTRUCTED AND PERIODICALLY DRILLED
 WITH RESPECT TO THEIR DUTIES UNDER THE PLAN.
  
 EMPLOYEES SHALL BE PERIODICALLY TRAINED OR INSTRUCTED
 IN THE USE OF PORTABLE FIRE EXTINGUISHERS.
  
 WHERE MUSIC SYSTEMS ARE BEING INSTALLED IN TENANT
 SPACES: THE SPEAKER SYSTEM WILL NEED TO BE TESTED
 AGAINST THE FIRE ALARM SYSTEM TO ENSURE THAT THE
 MINIMUM REQUIRED DECIBEL LEVELS OF THE FIRE ALARM
 SYSTEM ARE BEING MET. PENDING RESULTS OF FIELD
 INSPECTION/FIRE ALARM TEST, ADDITIONAL REQUIREMENTS MAY
 BE NEEDED.
  
 PROVIDE PORTABLE FIRE EXTINGUISHERS. EXTINGUISHERS
 SHALL HAVE A MINIMUM RATING OF 2A:10BC AND SHALL BE
 TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY. TRAVEL
 DISTANCE TO EXTINGUISHERS SHALL NOT EXCEED 75 FEET.
  
 EVERY ASSEMBLY OCCUPANCY ROOM NOT HAVING FIXED SEATS
 SHALL HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 PROVIDE AN EXTERIOR KEY SAFE TO ALLOW EMERGENCY
 RESPONDERS NON-FORCIBLE ENTRY INTO THE BUILDING DURING
 NON-BUSINESS HOURS. A KEY SAFE CAN BE ORDERED FROM
 WWW.KNOXBOX.COM.
  
 SUE ELLEN CALDERON
 FIRE INSPECTOR & INVESTIGATOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2014-05-06 Cont ID  
Sent By jwitmer Date 2014-05-06 Time 15:16 Rev Time 0.00
Received By jwitmer Date 2014-05-06 Time 15:16 Sent To  
Notes
2014-05-06 15:16:48GAS REVIEWED UNDER THE MASTER SET OF PLANS, BUT WILL
 REQUIRE A SEPARATE PERMIT. JW
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2014-05-06 Cont ID  
Sent By jwitmer Date 2014-05-06 Time 15:15 Rev Time 0.00
Received By jwitmer Date 2014-05-06 Time 15:15 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-05-14 Cont ID  
Sent By skennedy Date 2014-05-14 Time 12:41 Rev Time 0.00
Received By skennedy Date 2014-04-25 Time 16:54 Sent To  
Notes
2014-04-28 11:02:23SENT TO C-03
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-04-25 Cont ID  
Sent By skennedy Date 2014-04-25 Time 15:26 Rev Time 0.00
Received By skennedy Date 2014-03-12 Time 18:42 Sent To  
Notes
2014-03-12 18:43:09RESUBMITTAL SENT TO C3 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-03-11 Cont ID  
Sent By jwitmer Date 2014-03-07 Time 11:14 Rev Time 0.00
Received By jwitmer Date 2014-01-21 Time 13:21 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2014-03-24 Cont ID  
Sent By jwitmer Date 2014-03-24 Time 17:16 Rev Time 0.00
Received By jwitmer Date 2014-03-24 Time 17:16 Sent To  
Notes
2014-03-24 17:18:32PALM BEACH CTY IMPACT FEE ASSESSMENT
 MU 2014-6094
 5,974 SQ FT/ RESTAURANT
 NO FEES
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-03-11 Cont ID  
Sent By jwitmer Date 2014-02-22 Time 14:01 Rev Time 0.00
Received By jwitmer Date 2014-02-22 Time 14:00 Sent To  
Notes
2014-02-22 14:01:13IMPACT FEES TO BE PAID.BEFORE A PERMIT TO CONSTRUCT,
 MAY BE ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH
 COUNTY. THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED
 BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED
 TO THE PERMIT APPLICATION. PLEASE CALL (561)233-5025
 FOR MORE INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2014-04-24 Cont ID  
Sent By hmoser Date 2014-04-24 Time 11:19 Rev Time 0.00
Received By hmoser Date 2014-04-21 Time 15:20 Sent To  
Notes
2014-04-24 11:18:55PLAN PASS PROVISO
 1) SEPARATE APPLICATION, PLAN AND PERMIT
 REQUIRED FOR FIRE SUPPRESSION EXHAUST HOOD
 AND WALK IN COOLERS.
 2) REFER TO SECTION 503.2.4.4 SHUT OFF DAMPER
 CONTROLS 2010 FLORIDA ENERGY CODE
 3) PROVIDE TYPE AND SIZE OF FASTENERS USED
 TO TIE DOWN CURDS TO ROOF AT FIRST INSPECTION.
 PER SECTION 301.12 WIND RESISTANCE
 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 P Date 2014-03-06 Cont ID  
Sent By rregueir Date 2014-03-06 Time 16:38 Rev Time 0.00
Received By rregueir Date 2014-03-06 Time 16:38 Sent To  
Notes
2014-03-06 16:39:49KITCHEN EXHAUST HOOD SYSTEM AND WALK-IN COOLERS
 EXCLUDED FROM SCOPE OF THIS REVIEW. SEPARATE PLANS,
 APPLICATION AND PERMIT REQUIRED FOR EACH.
  
 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 2014-05-06 Cont ID  
Sent By jwitmer Date 2014-05-06 Time 08:15 Rev Time 0.00
Received By jwitmer Date 2014-05-06 Time 06:59 Sent To  
Notes
2014-05-06 08:15:17PLUMBING PROVISO;
 1) THE SIZING & INSTALATION OF THE GREASE INTERCEPTOR
 TO BE UNDER A SEPARATE PERMIT.
  
 2) FUEL GAS REVIEWED, BUT REQUIRES A SEPARATE PERMIT.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-04-15 Cont ID  
Sent By jwitmer Date 2014-04-15 Time 16:08 Rev Time 0.00
Received By jwitmer Date 2014-04-15 Time 09:55 Sent To  
Notes
2014-04-15 15:13:52PLUMBING PLAN REVIEW
 PERMIT: 14011102
 ADD: 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS & BREWS
 CONTRACTOR: TO BE DETERMINED
 CONTACT: A & J
 TEL: (561) 373-3902 KARI
  
 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.
  
 2ND REVIEW
 DATE: TUESDAY APRIL 15/2014
 ACTION: DENIED
  
 1) NOTICE ONLY: 2010 FBC-PLUMB.315.1 REQUIREMENTS.
 PUBLIC FOOD SERVICE ESTABLISHMENTS AND FOOD
 ESTABLISHMENTS, AS DEFINED IN CHAPTER 381 FLORIDA
 STATUTES, CHAPTER 500 FLORIDA STATUTES AND CHAPTER 509
 FLORIDA STATUTES, SHALL COMPLY WITH THE APPLICABLE CODE
 REQUIREMENTS FOUND IN THE FLORIDA BUILDING CODE,
 BUILDING, CHAPTER 4, SPECIAL DETAILED REQUIREMENTS
 BASED ON USE AND OCCUPANCY. PLEASE SEE DBPR WEBSITE FOR
 ADDITIONAL INFO:
 HTTP://WWW.MYFLORIDALICENSE.COM/DBPR/HR/LICENSING/
 PLANREVIEWINDEX.HTML
  
 2) 2ND REVIEW THE REQUEST FOR REVIEW UNDER 2010 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION, 2010 EDITION
 104.11 ALTERNATE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION IS BEING REVIEWED BY THE BUILDING OFFICIAL
 AND DIRECT WRITTEN RESPONCE FROM HIM.
 PLEASE NOTE GREASE INTERCEPTORS REQUIRE A SEPERATE
 PERMIT FOR RECORD RETENTION AND ENFORCEMENT OF THE
 CITIES FOG PROGRAM TO KEEP FROM HARMING THE CITIES
 SANITARY SYSTEM. PLEASE PROVIDE THE SIZE OF THE GREASE
 INTERCEPTOR, LOCATION AND PROVIDE THE CALCULATION FOR
 SIZING OF THE GREASE INTERCEPTOR.
 GREASE INTERCEPTORS THAT ARE SIZED, CONSTRUCTED AND
 APPROVED IN ACCORDANCE WITH RULE 64E-6, FLORIDA
 ADMINISTRATIVE CODE AND THAT ARE LOCATED OUTSIDE THE
 BUILDING SHALL USE THE FORUMULA FOUND IN FBC-P TABLE
 1003.5.1 FOR RESTARAUNTS. THIS CAN BE SUBMITTED UNDER
 THIS REVIEW, NOTED FOR A TURN AROUND PERMIT WHEN
 APPLIED FOR.
  
 3) 2ND REQUEST. THE GAS REVIEW IS CURRENTLY BEING
 COMPLETED UNDER THE PLUMBING PLAN REVIEW. IF THIS WAS
 THE ONLY ISSUE WITH THE PLUMBING PLAN REVIEW IT WOULD
 BE PULLED OUT AND TO THE SEPERATE FUEL GAS REVIEW.
 THESE COMMENTS WILL REAPPEAR UNDER THE HEADING OF THE
 GAS REVIEW. SEPARQATE PERMIT FOR GAS IS REQUIRED
 BECAUSE OF THE INSPECTION CODES ARE NOT PART OF A
 PLUMBING PERMIT,
  
 3A) SHEET P3.2 DETAIL 1A A OVERALL GAS RISER DIAGRAM
 INDICATES THE DESIGN TO BE NATURAL GAS, < THAN A 2 LB
 SYSTEM (1/2 LB) WITH A TOTAL OVER DISTANCE OF 125 FEET
 AND A PRESSURE DROP OF 0.3 IN W.C. AND SPECIFIC GRAVITY
 OF 0.60.
  
 3A)(1) WHEN READING THE LENGTH OF 125 FEET FOR 3 INCH
 BLACK PIPE THE TABLES INDICATE 2,190 CFH WHERE AS THE
 PLANS TOTAL LOAD IS 2,257 CFH WHICH IS LOW.
  
 3A)(2) THE SAME DETAIL P3.2 DETAIL 1A SHOWS A 3 INCH
 BRANCH OFF TO THE RTU UNITS ON THE ROOF. WHERE THIS T
 OCCURS THE PLANS INDICATE THE SIZE OF THE BLACK STEEL
 PIPE TO BE REDUCED TO 2 INCH (817 CFH, 125'). PLEASE
 REVIEW TABLE 402.4(1) FOR 125 FT, IT IS ONLY GOOD FOR
 777 CFH ON A 1/2 LB SYSTEM
  
 3A)(3) PLEASE PROVIDE A DETAIL FOR WHERE THE GAS LEAVES
 THE METER, IT APPEARS TO BE A MANIFOLD WITH A 3 INCH
 AND A 1 1/4 INCH PIPES LEAVING THE MANIFOLD. PLEASE
 PROVIDE WHAT SIZE PIPING THE MANIFOLD WILL BE CREATED
 FROM. ADDITIONAL INFORMATION IS REQUIRED.107.2.1.3.
  
 3A)(4) SHEET P3.2 DETAIL 1A NOTES INCLOSED BY A BOX
 INDICATE THE PIPE TO BE BLACK STEEL PIPE AND THE TABLE
 402.4(1) ALSO CONFIRMS SCHEDULE 40 METALLIC PIPE.
 SHEET P3.1 DETAIL GAS DETAIL AT COOK LINE INDICATES AS
 AN ALTERNATE TO WELDED FITTINGS TRACPIPE BY OMEGAFLEX
 MAY BE USED. TWO ISSUES WITH THIS.
 A) 2010 FBC-FUEL GAS 404.3 DOES NOT ALLOW FOR FITTINGS
 OR UNIONS WITH IN WALLS. STEEL PIPE WOULD BE ALLOWED
 WITH WELDS BUT THE TERM ALTERNATE IS NOT ALLWED.
 B) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 SUCH DRAWINGS AND SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, AS TO
 THE QUALITY OF MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES. SUCH INFORMATION
 SHALL BE SPECIFIC, AND THE TECHNICAL CODES SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR SHALL THE TERM "LEGAL"
 OR ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION.
  
 4) PLEASE PROVIDE COMPLIANCE WITH: 411.1.1 COMMERCIAL
 COOKING APPLIANCES.
 COMMERCIAL COOKING APPLIANCES INSTALLED ON CASTERS AND
 APPLIANCES THAT ARE MOVED FOR CLEANING AND SANITATION
 PURPOSES SHALL BE CONNECTED TO THE PIPING SYSTEM WITH
 AN APPLIANCE CONNECTOR LISTED AS COMPLYING WITH ANSI
 Z21.69 OR IN ACCORDANCE WITH ITEM 1 OR 3 OF SECTION
 411.1.
  
 411.1.2 PROTECTION AGAINST DAMAGE.
 CONNECTORS AND TUBING SHALL BE INSTALLED SO AS TO BE
 PROTECTED AGAINST PHYSICAL DAMAGE.
  
 411.1.3 CONNECTOR INSTALLATION.
 APPLIANCE FUEL CONNECTORS SHALL BE INSTALLED IN
 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND
 SECTIONS 411.1.3.1 THROUGH 411.1.3.4.
  
 411.1.3.1 MAXIMUM LENGTH.
 CONNECTORS SHALL HAVE AN OVERALL LENGTH NOT TO EXCEED 6
 FEET (1829 MM). MEASUREMENT SHALL BE MADE ALONG THE
 CENTERLINE OF THE CONNECTOR. ONLY ONE CONNECTOR SHALL
 BE USED FOR EACH APPLIANCE
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-02-24 Cont ID  
Sent By jwitmer Date 2014-02-24 Time 15:53 Rev Time 0.00
Received By jwitmer Date 2014-02-22 Time 16:48 Sent To  
Notes
2014-02-22 16:49:22PLUMBING PLAN REVIEW
 PERMIT: 14011102
 ADD: 1715 PALM BEACH LAKES
 RED ROBIN GOURMET BURGERS & BREWS
 CONTRACTOR: TO BE DETERMINED
 CONTACT: A & J
 TEL: (561) 373-3902 KARI
  
 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.
  
 1ST REVIEW
 DATE: SAT. FEB. 22/2014
 ACTION: DENIED
  
 1) 2010 FBC-PLUMB.315.1 REQUIREMENTS. PUBLIC FOOD
 SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS, AS
 DEFINED IN CHAPTER 381 FLORIDA STATUTES, CHAPTER 500
 FLORIDA STATUTES AND CHAPTER 509 FLORIDA STATUTES,
 SHALL COMPLY WITH THE APPLICABLE CODE REQUIREMENTS
 FOUND IN THE FLORIDA BUILDING CODE, BUILDING, CHAPTER
 4, SPECIAL DETAILED REQUIREMENTS BASED ON USE AND
 OCCUPANCY. PLEASE SEE DBPR WEBSITE FOR ADDITIONAL INFO:
 HTTP://WWW.MYFLORIDALICENSE.COM/DBPR/HR/LICENSING/
 PLANREVIEWINDEX.HTML
  
 2) PLEASE NOTE GREASE INTERCEPTORS REQUIRE A SEPERATE
 PERMIT FOR RECORD RETENTION AND ENFORCEMENT OF THE
 CITIES FOG PROGRAM TO KEEP FROM HARMING THE CITIES
 SANITARY SYSTEM. PLEASE PROVIDE THE SIZE OF THE GREASE
 INTERCEPTOR, LOCATION AND PROVIDE THE CALCULATION FOR
 SIZING OF THE GREASE INTERCEPTOR.
 GREASE INTERCEPTORS THAT ARE SIZED, CONSTRUCTED AND
 APPROVED IN ACCORDANCE WITH RULE 64E-6, FLORIDA
 ADMINISTRATIVE CODE AND THAT ARE LOCATED OUTSIDE THE
 BUILDING SHALL USE THE FORUMULA FOUND IN FBC-P TABLE
 1003.5.1 FOR RESTARAUNTS. THIS CAN BE SUBMITTED UNDER
 THIS REVIEW, NOTED FOR A TURN AROUND PERMIT WHEN
 APPLIED FOR.
  
 3) THE SHEET P3.2 DOES HAVE A GAS RISER PLAN BUT NOT
 ENOUGH INFORMATION IS PROVIDED TO BE ABLE TO COMPLETE A
 GAS REVIEW AT THIS TIME, A LIST OF REQUIREMENTS IS
 LISTED BELOW.
 3.1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS ALL
 CUT SECTIONS OF PIPE AND CORRESPONDING LENGTHS PER
 FBC-2010 FUEL GAS.
  
 3.2. SHOW TYPE OF PIPING MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE EDH NUMBER OF CORRUGATED STAINLESS
 STEEL TUBING FOR EACH PIPE SIZE IF BEING USED. FUEL GAS
 402.3.
  
 3.3. TYPE OF GAS, (LP OR NATURAL).
  
 3.4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD
 ON THE SYSTEM. REFER TO THE FBC-2010 FUEL GAS SECS.
 401.8 THRU 402.6.1 AND TABLES 402.4(1) THRU 402.4(35)
  
 3.5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY,
 (METER), TO THE MOST REMOTE OUTLET IN THE BUILDING
 AND/OR SYSTEM PER THE FBC-2010 FUEL GAS APPENDIX A ?
 USE OF CAPACITY SECTION A.3.1(4)
  
 3.6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2010 FUEL GAS CODE SEC. 304
  
 3.7 INDICATE THE DELIVERY PRESSURE (PSI) PER FBC-2010
 FUEL GAS SEC. 402.2. IF NATURAL GAS SPECIFY .5 PSI OR 2
 PSI.
  
 3.8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE
 AND TERMINATION OF THE GAS VENTS PER FBC-2010 FUEL GAS
 CODE SEC. 502 THRU 505.
  
 3.9. SUBMIT MANUFACTURE SHEETS FOR ALL GAS EQUIPMENT TO
 VERIFY COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND
 FBC-2010 FUEL GAS SEC. 402.2
  
 4) SHEET A 2.3 THE ROOF PLAN PLEASE SIZE ROOF FOR
 DRAINAGE, INCLUDE 1/2 THE HEIGTH OF THE PARAPET WALLS,
 RAINFALL CHART FIGURE 1106.1 INDICATES PALM BEACH
 COUNTY AS 4.5 INCHES 100 YEAR ONE HOUR RAIN FALL :
  
 4A) SHEET A 2.3 INDICATES THE BACK HALF OF THE ROOF TO
 BE DRAINED WITH THROUGH THE WALL SCUPPERS AND EMERGENCY
 OVER FLOW THIS SAME SHEET INDICATES DETAILS 24 & 25 /
 A4.2 THESE DETAILS CAN NOT BE FOUND. PLEASE SIZE
 SCUPPERS AND OVERFLOWS TO TABLE FBC-P 1106.7.
  
 4B) THE FRONT HALF OF THE ROOF IS SLOPED TO GUTTER,
 DETAIL 4 OF A4.2 INDICATES THE GUTTER, BUT THE
 ANCHORING OF THE GUTTER SYSTEM IS LACKING, NEITHER IS
 THERE
 SIZING OF THE GUTTER FOR THE 100 YEARRAIN FOR ONE HOUR
 AT 4.5 INCHES NOR FOR THE VERTICAL CONDUCTORS OR
 LEADERS, THE PLAN IS NOT CLEAR IF THEY ARE TO RUN
 INSIDE OF THE BUILDING OR ON THE EXTERIOR. SEE TABLES
 1106.2 FOR VERTICAL & 1106.3 FOR HORIZONTAL PIPING.
  
 4C) 2010 FBC-P 1107.1 REQUIRES A SECONDARY DRAINAGE
 SYSTEM, WHAT PROVISIONS ARE BEING MADE FOR THE GUTTER
 SYSTEM, IF THIS IS PLUGGED OR OVER FLOWS THE WATERS
 WILL TRAVEL DOWN THE LOWER ROOF TO THE SCUPPERS AND
 OVER FLOW SCUPPERS, PROVIDE ADDITIONAL INFORMATION, ARE
 TO BE OVERSIZED FOR THIS TYPE OF SITUATION?
  
 4D) PROVIDE HOW THE RAIN WATER RUN OFF WILL BE DRAINED
 AWAY FROM THE BUILDING, CIVIL SHOWED THE TIE INTO THE
 STORM DRAIN, WHAT WILL KEEP THE RAINWATER FROM BACKING
 UP AND ONTO THE ROOF IF THE STORM SYSTEM IS BLOCKED OR
 FULL? PROVISIONS FOR OVERFLOW?
  
 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 POLICE POLICE
Rev No 2 Status N Date 2014-05-13 Cont ID  
Sent By eschneid Date 2014-05-13 Time 10:13 Rev Time 0.00
Received By eschneid Date   Time   Sent To  
Notes
2014-05-13 10:16:22CRIME PREVENTION THROUGH ENVIRONMENTAL DESIGN
 THE CITY OF WEST PALM BEACH HAS RECOGNIZED THAT
 TRADITIONAL CRIME PREVENTION STRATEGIES ARE NOT ENOUGH
 IN TODAY'S SOCIETY AND A NEW APPROACH IS NEEDED. THE
 NAME OF THIS APPROACH IS CRIME PREVENTION THROUGH
 ENVIRONMENTAL DESIGN (CPTED). CPTED ACKNOWLEDGES THE
 MANNER IN WHICH PHYSICAL SPACE IS DESIGNED OR USED HAS
 A DIRECT BEARING ON CRIME AND SECURITY.
 THE PHYSICAL ENVIRONMENT HAS A DRAMATIC EFFECT ON OUR
 OWN BEHAVIOR AND THE WAY IN WHICH WE VIEW THE BEHAVIOR
 OF OTHERS. CPTED IS A CONCEPT SUPPORTED BY A SERIES OF
 OVERLAPPING PRINCIPLES BASED ON THE RELATIONSHIP OF THE
 BUILT ENVIRONMENT TO THE PRESENCE OR ABSENCE OF
 UNDESIRABLE BEHAVIOR. THE CPTED CONCEPT IS: "THE PROPER
 DESIGN AND EFFECTIVE USE OF THE BUILT ENVIRONMENT CAN
 LEAD TO A REDUCTION IN THE INCIDENCE AND FEAR OF CRIME
 AND IMPROVEMENT IN THE QUALITY OF LIFE BY INCORPORATING
 ACCESS CONTROL, NATURAL SURVEILLANCE AND TERRITORIAL
 DEFENSIVE TACTICS.?
 CPTED THEORY IS BASED UPON THE CONTENTION THAT
 PLANNERS, DESIGNERS, ARCHITECTS, LANDSCAPERS AND LAW
 ENFORCEMENT CAN COOPERATIVELY CREATE A 'SAFE' CLIMATE
 WITHIN A BUILT ENVIRONMENT" RIGHT FROM THE BEGINNING.
 SAFETY STRIKES AT THE VERY CORE OF WHAT IS GENERALLY
 REFERRED TO IN A COMMUNITY AS "QUALITY OF LIFE." A SAFE
 ENVIRONMENT IS ONE THAT REGULAR USERS PERCEIVE AS SAFE
 AND NON-USERS (CRIMINALS) PERCEIVE AS HIGHLY RISKY TO
 FREQUENT AND IN WHICH TO COMMIT CRIMES.
 THE WEST PALM BEACH POLICE DEPARTMENT HAS OUTLINED
 GUIDELINES WE WOULD LIKE TO SEE FOLLOWED. IN ADDITION
 TO THE GUIDELINES, WE ENCOURAGE YOU TO PLEASE ADOPT
 THESE MINIMUM STANDARDS:
  
 RESTAURANT SHALL BE EQUIPPED WITH THE FOLLOWING
 SECURITY DEVICES AND STANDARDS:
 (1) A FULLY FUNCTIONING AND OPERATIONAL CCTV SYSTEM
 CAPABLE OF RECORDING AND RETRIEVING AN IDENTIFIABLE
 IMAGE TO ASSIST IN OFFENDER IDENTIFICATION AND
 APPREHENSION.
 (2) A DROP SAFE OR CASH MANAGEMENT DEVICE FOR
 RESTRICTED ACCESS TO CASH RECEIPTS.
 (3) HEIGHT MARKERS AT THE ENTRANCE AND EXITS WHICH
 DISPLAY HEIGHT MEASURES.
 (4) A CASH MANAGEMENT POLICY TO LIMIT THE CASH ON HAND
 AT ALL TIMES.
 (5) REAR DOORS WILL HAVE A VIEWING WINDOW, DOOR CHIME
 MOUNTED OUTSIDE AND CCTV COVERAGE
 (6) WHERE WINDOW(S) ARE PRESENT, A CLEAR AND
 UNOBSTRUCTED VIEW FROM OUTSIDE THE BUILDING INTO THE
 BUILDING.
 (7) RESTAURANT SHALL BE EQUIPPED WITH A SILENT ALARM AT
 THE HOSTESS STAND, MANAGERS OFFICE, BAR AREA.
  
 OFFICER K. TUCKER-CARSILLO
 CRIME PREVENTION UNIT
 WEST PALM BEACH POLICE DEPT
 600 BANYAN BLVD
 WEST PALM BEACH, FL 33401
 (561) 822-1620 OFFICE
 (561) 822-1648 FAX
 [email protected]
  
Review Stop POLICE POLICE
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2014-02-25 Time   Rev Time 0.00
Received By ktucker Date 2014-02-25 Time 13:49 Sent To  
Notes
2014-02-25 14:04:3510.1 CONDITIONS FOR APPROVAL
 PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT, THE
 APPLICANT SHALL PREPARE A CONSTRUCTION SITE SECURITY
 AND MANAGEMENT PLAN FOR APPROVAL BY THE CITY OF WEST
 PALM BEACH POLICE DEPARTMENT CPTED OFFICIAL.
 A. AFTER SITE CLEARING AND PLACEMENT OF CONSTRUCTION
 TRAILERS, THE DEVELOPER/PROJECT MANAGER SHALL INSTITUTE
 SECURITY MEASURES TO REDUCE OR ELIMINATE OPPORTUNITIES
 FOR THEFT. THE MANAGEMENT PLAN SHALL INCLUDE, BUT NOT
 BE LIMITED TO, TEMPORARY LIGHTING, SECURITY PERSONNEL,
 VEHICLE BARRIERS, CONSTRUCTION/VISITOR PASS,
 REDUCE/MINIMIZE ENTRY/EXIT POINTS, ENCOURAGE
 SUBCONTRACTORS TO SECURE MACHINERY, TOOLS AT END OF
 WORK DAY, FENCING WITH SCREENING AND OR ANY OTHER
 MEASURE DEEMED APPROPRIATE TO PROVIDE A SAFE AND SECURE
 WORKING ENVIRONMENT.
 B. THE SECURITY MANAGEMENT PLAN SHALL BE MAINTAINED
 THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
 NON-COMPLIANCE WITH THE APPROVED PLAN SHALL RESULT IN A
 STOP-WORK ORDER FOR THE ENTIRE PLANNED UNIT
 DEVELOPMENT.
 C. PROPERTY SHALL BE POST ?NO TRESPASSING? SIGNS EVERY
 500 FEET AROUND THE PERIMETER OF THE SITE.
  
 RESTAURANT SHALL BE EQUIPPED WITH THE FOLLOWING
 SECURITY DEVICES AND STANDARDS:
 (1) A FULLY FUNCTIONING AND OPERATIONAL CCTV SYSTEM
 CAPABLE OF RECORDING AND RETRIEVING AN IDENTIFIABLE
 IMAGE TO ASSIST IN OFFENDER IDENTIFICATION AND
 APPREHENSION.
 (2) A DROP SAFE OR CASH MANAGEMENT DEVICE FOR
 RESTRICTED ACCESS TO CASH RECEIPTS.
 (3) HEIGHT MARKERS AT THE ENTRANCE AND EXITS WHICH
 DISPLAY HEIGHT MEASURES.
 (4) A CASH MANAGEMENT POLICY TO LIMIT THE CASH ON HAND
 AT ALL TIMES.
 (5) REAR DOORS WILL HAVE A VIEWING WINDOW, DOOR CHIME
 MOUNTED OUTSIDE AND CCTV COVERAGE
 (6) WHERE WINDOW(S) ARE PRESENT, A CLEAR AND
 UNOBSTRUCTED VIEW FROM OUTSIDE THE BUILDING INTO THE
 BUILDING.
 (7) RESTAURANT SHALL BE EQUIPPED WITH A SILENT ALARM AT
 THE HOSTESS STAND, MANAGERS OFFICE, BAR AREA.
  
  
 PLEASE SUBMIT A CCTV PLAN FOR THE INTERIOR AND EXTERIOR
 OF THE RESTAURANT
  
Review Stop Z ZONING
Rev No 3 Status P Date 2014-05-13 Cont ID  
Sent By eschneid Date 2014-05-13 Time 10:12 Rev Time 1.00
Received By eschneid Date 2014-05-13 Time 10:12 Sent To PC
Notes
2014-05-13 10:12:26PASSED W/PROVISO
  
 SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
  
 A. PARKING LOT AND STRIPING.
 B. LANDSCAPE - PLEASE NOTE THAT THE NEW BACKFLOW
 PREVENTER IS NOT SHOWN IN THE SCOPE OF WORK, BUT IT
 SHALL BE SCREENED IN ACCORDANCE WITH THE PALM BEACH
 OUTLETS DESIGN GUIDELINES.
 C. IRRIGATION
 D. SIGNAGE
 E. BICYCLE RACKS
  
2014-04-29 15:03:544/29/14
Review Stop Z ZONING
Rev No 2 Status F Date 2014-04-02 Cont ID  
Sent By eschneid Date 2014-04-02 Time 13:53 Rev Time 1.00
Received By eschneid Date 2014-04-01 Time 10:59 Sent To  
Notes
2014-04-01 10:59:09FAILED
  
 PLEASE PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) THE PALM BEACH OUTLETS MANAGEMENT APPROVAL STAMP WAS
 NOT PROVIDED ON THE PLANS
  
 2) REPEAT COMMENT: PROVIDE THE DETAILS AND DIMENSIONS
 FOR THE BICYCLE RACKS AND PAD ON THE PLANS. CONTRARY TO
 THE RESPONSE LETTER, NO NEW SHEETS WERE PROVIDED
 SHOWING THE DIMENSIONS ON THE PLANS NOR WAS A RACK
 DETAIL PROVIDED. THE DIMENSIONS SHALL BE SHOWN ON BOTH
 THE ARCHITECTURAL SITE AND THE CIVIL SITE PLANS.
  
 3) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
  
 A. PARKING LOT AND STRIPING.
 B. LANDSCAPE - PLEASE NOTE THAT THE NEW BACKFLOW
 PREVENTER IS NOT SHOWN IN THE SCOPE OF WORK, BUT IT
 SHALL BE SCREENED IN ACCORDANCE WITH THE PALM BEACH
 OUTLETS DESIGN GUIDELINES.
 C. IRRIGATION
 D. SIGNAGE
 E. SITE SECURITY FENCE
 F. BICYCLE RACKS
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
  
  
2014-03-20 15:25:403/20/14
Review Stop Z ZONING
Rev No 1 Status F Date 2014-02-13 Cont ID  
Sent By eschneid Date 2014-02-13 Time 10:52 Rev Time 1.50
Received By eschneid Date 2014-02-13 Time 10:52 Sent To  
Notes
2014-02-13 12:16:16FAILED
  
 PLEASE PROVIDE WRITTEN RESPONSES TO COMMENTS.
  
 1) THE CONSTRUCTION SITE SECURITY PLAN SHALL BE UPDATED
 TO INCLUDE THE RED ROBIN WORK AND BE SUBMITTED AND
 APPROVE BY THE CITY'S CRIME PREVENTION OFFICER.
  
 2) PROVIDE THE DETAILS AND DIMENSIONS FOR THE BICYCLE
 RACKS AND PAD ON THE PLANS.
  
 3) THE TRASH AREA RECYCLING ENCLOSURE GATE MAY NOT
 CONSIST OF CHAIN LINK WITH MESH. IT IS REQUIRED TO BE A
 SOLID GATE. THIS IS MISLEADING SINCE SOME SHEETS SHOW
 THIS IN COMPLIANCE (NOTE THAT THE TAG FOR ELEVATION 8 A
 1.1 MAY REFERENCE AN INCORRECT VIEW WHICH THIS COMMENT
 WAS BASED ON.)
  
 4) THE EAST AND WEST ELEVATION LABELS ARE FLIPPED.
  
 5) THE ELEVATIONS DO NOT COMPLY WITH THE PALM BEACH
 OUTLETS DESIGN GUIDELINES BLANK WALL STANDARDS. THE
 PRIOR ELEVATIONS SUBMITTED TO THE CITY AS PART OF THE
 SITE PLAN APPROVAL PROCESS WERE IN COMPLIANCE AND
 SHOWED THE "NATIVE CUSTOM STONE" BANDING AROUND THE
 BUILDING WERE THE BRICK AND ANODIZED ALUMINUM DID NOT
 GO TO THE GROUND. PLEASE SUBMIT THESE ELEVATIONS.
  
 6) THE CURRENT ELEVATIONS CONTAIN LESS GLAZING ALONG
 THE PALM BEACH LAKES BOULEVARD (EAST) FRONTAGE THAN THE
 ELEVATIONS SUBMITTED WITH THE SITE PLANS. PLEASE
 CONSIDER PROVIDING MORE GLAZING.
  
 7) OTHER THEN A REFERENCE ON THE FOUNDATION PLAN, THERE
 WERE NO SPECIFIC DETAILS PROVIDED FOR THE LOADING AREA
 WALL. IS IT THE INTENT TO INCLUDE THE WALL WITH THIS
 PERMIT? IF SO WALL DETAILS ARE REQUIRED.
  
 8) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING:
  
 A. PARKING LOT AND STRIPING.
 B. LANDSCAPE - PLEASE NOTE THAT THE NEW BACKFLOW
 PREVENTER IS NOT SHOWN IN THE SCOPE OF WORK, BUT IT
 SHALL BE SCREENED IN ACCORDANCE WITH THE PALM BEACH
 OUTLETS DESIGN GUIDELINES.
 C. IRRIGATION
 D. SIGNAGE
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
  
  
2014-01-27 14:22:051/27/14


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