| Date |
Text |
| 2014-02-22 16:48:27 | BUILDING 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] |
