| Date |
Text |
| 2014-04-12 18:07:19 | 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. |
| | |
| | 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] |
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