| Date |
Text |
| 2018-02-01 16:19:18 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 18010368 |
| | ADD: 2481 OKEECHOBEE BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 561-822-7650 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. FEB. 01/ 2018 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-101: AT DOOR 102B THERE IS A SECTION THROUGH |
| | THE DOOR NO NOMENCLATURE, NOT COMPLETE XX/XXX. |
| | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.3. UNKNOWN |
| | IF THE EXISTING DOOR IS A 3 FOOT DOOR THAT IS BEING |
| | INCREASED TO A 4 FOOT WIDE DOOR THE STRUCTURAL PLAN |
| | S-102 IS ALSO SILENT ON THIS DOOR OPENING? |
| | |
| | 2) SHEET A-601: |
| | 2A) PLEASE REVIEW THE DOOR SCHEDULE 101A IS LABELED 7 |
| | FT. 6 IN. LISTED AS ELEVATION DD BUT THE DETAIL |
| | INDICATES THE DOOR TO BE 8 FT. THEN VERIFY. DISCREPANCY |
| | IN HEIGHT. THE STRUCTURAL SHEET S-201 SOUTH ELEVATION |
| | FRAMING SHOWS A HORIZONTAL 6X6 HSS STEEL BEAM BUT NO |
| | ELEVATION IS GIVEN, SHEET S-401 |
| | DETAIL # 4 SHOWS THE SAME 6X6 HSS STEEL BEAM AND NO |
| | ELEVATION IS PROVIDED. AGAIN NO ELEVATION HAS BEEN |
| | PROVIDED FOR THIS BEAM. |
| | |
| | 2B) SHEET A-101 SHOWS DOORS 101B & 101C BOTH AS A |
| | SINGLE SWING DOOR, SHEET A-601 DEPICTS THESE DOORS AS |
| | TYPE EE. SHEET A-602 INDICATES BOTH SETS OF DOORS ARE |
| | AUTO SLIDING DOORS. PLEASE NOTE AS DEPICTED THERE IS NO |
| | HORIZONTAL MULLION BETWEEN THE UPPER TRANSOM AND AUTO |
| | DOOR MECHANISM HOUSING. |
| | NOTE ALSO INDICATES THAT THE AUTOMATIC DOORS ARE |
| | PROVIDED BY A ALDI VENDOR. ARE THE DOORS NEW DOORS, OR |
| | RE-USED DOORS? IS THE VENDOR TO BE COVERED UNDER THIS |
| | PERMIT? DOES THE ALDI VENDOR HAVE FLORIDA CONTRACTING |
| | LICENSURE TO DO THIS TYPE OF INSTALLATION? |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | W. P. B. 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. |
| | |
| | 3) SHEET G-002 LIST 9 PRODUCT APPROVALS, THESE PRODUCT |
| | APPROVALS WERE NOT SUBMITTED THIS REVIEW CYCLE. THE |
| | DESIGNER OF RECORD CAN DEFER THE SUBMISSION OF THESE |
| | APPROVALS UNTIL AFTER PERMIT ISSUANCE. PLEASE NOTE IN |
| | THE NARRATIVE RESPONSE IF THE PRODUCT APPROVALS ARE TO |
| | BE CONSIDERED A DEFERRED SUBMITTAL. |
| | |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 4) REQUIRED PRODUCT APPROVALS. 2017 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, INTAKE AND EXHAUST |
| | FANS & ROOF TOP VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 5) PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE |
| | SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION |
| | TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED |
| | OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S |
| | INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE |
| | PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED |
| | BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 6) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 7A) SHEET S-403 DETAIL # 1 SHOW A NEW MECHANICAL STAND |
| | WITH A VERTICAL DISTANCE MEASURED 48 INCHES FROM THE |
| | TOP OF THE BAR JOIST TO THE BOTTOM OF THE CONDENSING |
| | UNIT. THE 2017 FBC-B TABLE 1510.10 STATES CLEARANCE |
| | BELOW RAISED ROOF MOUNTED MECHANICAL UNITS. FOR A UNIT |
| | 60 INCHES IN WIDTH OR WIDER THERE IS TO BE 48 INCHES OF |
| | CLEARANCE. THE WAY THE DISTANCE IS MEASURED YOU DO NOT |
| | HAVE 48 INCHES CLEARANCE. |
| | DEFINITION: THE DISTANCE BY WHICH ONE OBJECT CLEARS |
| | ANOTHER OR THE CLEAR SPACE BETWEEN THEM. |
| | |
| | 7B) THE S-403 DETAIL 1 NOR THE H DRAWINGS SHOW HOW THE |
| | ROOF TOP CONDENSERS ARE GOING TO BE ANCHORED TO RESIST |
| | SLIDING OR THE MOMENT OF OVERTURNING. 2017 FBC-B 1604.4 |
| | ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS. |
| | |
| | 8) SHEET S-002. PRESSURES FOR ROOF ZONES ARE GOOD, THE |
| | PRESSURES FOR WALL ZONES 4 & 5 APPEAR LOW. 2017 FBC-B |
| | 1603.1.4 WIND DESIGN DATA. ASSUMED MEAN ROOF HEIGHT OF |
| | 25 FEET. |
| | WALL ZONE 4 AT 10 SQ FT. 3.6 PSF LOW |
| | 20 SQ . FT.3.2 PSF LOW |
| | 50 SQ. FT. 2.8 PSF LOW |
| | 100 SQ. FT. 1.2 PSF LOW |
| | |
| | WALL ZONE 5 AT 10 SQ. FT. 3.4 PSF LOW |
| | 20 SQ. FT. 3.2 PSF LOW. |
| | 50 SQ. FT. 3.0 PSF LOW. |
| | 100 SQ. FT. 1.1 PSF LOW. |
| | |
| | 9) PLEASE NOTE THIS PROJECT MAY BE CONSIDERED FOR A |
| | RESIDENT INSPECTOR PROGRAM BECAUSE OF THE STEEL OR THE |
| | CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 2017 FBC-B 2204.2 BOLTING. |
| | |
| | 10) THE SHEET A-131 SHOWS 6 CHECKOUT LANES BUT THERE |
| | ARE NO DETAILS PROVIDING COMPLIANCE WITH THE 2017 |
| | ACCESSIBILITY CODE SECTION 904.3 CHECK-OUT AISLES. |
| | 904.3.2 COUNTER. THE COUNTER SURFACE HEIGHT SHALL BE 38 |
| | INCHES (965 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE |
| | 2 INCHES (51 MM) MAXIMUM ABOVE THE TOP OF THE COUNTER |
| | SURFACE ON THE AISLE SIDE OF THE CHECK-OUT COUNTER. |
| | |
| | 11) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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