| Date |
Text |
| 2014-11-21 17:44:04 | 2207 DOCK ST. PERMIT # 14100745.DOC |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 12030383 |
| | ADD: 1101 CHARLES ST |
| | CONT: CANCIO BUILDERS, INC |
| | TEL: (772)263-0169 |
| | |
| | 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: FRI. NOV. 21/ 2014 |
| | ACTION: DENIED |
| | |
| | 1A) THIS NEW PROPOSED STRUCTURE IS LOCATED IN AN A-9 |
| | FLOOD ZONE. PLEASE SHOW COMPLIANCE WITH 2010 FBC-B |
| | 1612.3. FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE |
| | REQUIRED. PLEASE REVIEW CITY ORDINANCE FOR THE CITY |
| | REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF |
| | ELEVATION OR 13'-6" NGVD. PLEASE NOTE THE ARCHITECTURA |
| | PLANS INDICATE FINISH FLOOR OF 16.0 FT. THERE IS NO |
| | IDENTIFICATION IF THIS IS NGVD 29 OR NAVD 88? |
| | |
| | DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE |
| | REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES |
| | REQUIRED: |
| | (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE |
| | PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR |
| | HEIGHT. |
| | (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND |
| | ELEVATION CERTIFICATE IS REQUIRED |
| | (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY |
| | OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE |
| | CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR |
| | ATTENDANT |
| | A/C PADS OR OTHER SLABS FOR GENERATORS |
| | |
| | FEMA FORM OMB NO. 1660-0008 EXPIRES: |
| | JULY 31,2015 |
| | |
| | FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR |
| | USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015. |
| | FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE |
| | NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT: |
| | HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM |
| | |
| | 1B) PLEASE ALSO BE ADVISED OF THE FLOOD DESIGN CRITERIA |
| | FOUND IN SECTION 2010 FBC-B 1612.4 DESIGN AND |
| | CONSTRUCTION. THE DESIGN AND CONSTRUCTION OF BUILDINGS |
| | AND STRUCTURES LOCATED IN FLOOD HAZARD AREAS, INCLUDING |
| | FLOOD HAZARD AREAS SUBJECT TO HIGH-VELOCITY WAVE |
| | ACTION, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7 |
| | AND WITH ASCE 24. |
| | |
| | 1C) PLEASE PROVIDE CODE COMPLIANCE WITH FBC-B 1804.4 |
| | (1-4). GRADING AND FILL IN FLOOD HAZARD AREAS. IN FLOOD |
| | HAZARD AREAS ESTABLISHED IN SECTION 1612.3, GRADING |
| | AND/OR FILL SHALL NOT BE APPROVED: SEE 1-4. |
| | |
| | 1D) 1804.5 COMPACTED FILL MATERIAL. WHERE SHALLOW |
| | FOUNDATIONS WILL BEAR ON COMPACTED FILL MATERIAL, THE |
| | COMPACTED FILL SHALL COMPLY WITH THE PROVISIONS OF AN |
| | APPROVED GEOTECHNICAL REPORT, AS SET FORTH IN SECTION |
| | 1803. |
| | |
| | 2) PLEASE PROVIDE SOILS REPORT: FBC-B 1803.5.2 |
| | QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, STRENGTH |
| | OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A |
| | LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS |
| | CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE |
| | PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION |
| | BE CONDUCTED. |
| | 1803.5 INVESTIGATED CONDITIONS. |
| | GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED AS |
| | INDICATED IN SECTIONS 1803.5.1 THROUGH 1803.5.12. |
| | |
| | 3A) SHEET A.02 THE SITE PLANS INDICATE 2 BUILDINGS WITH |
| | 15 FEET BETWEEN THE 2 BUILDINGS, PLEASE PROVIDE EITHER |
| | AN ASSUMED PROPERTY LINE BETWEEN THE 2 BUILDINGS |
| | SHOWING COMPLIANCE WITH FBC-B TABLE705.8 ALLOWABLE |
| | OPENINGS FOR BOTH BUILDINGS OR COMPLIANCE WITH FBC-B |
| | 503.1.2 . |
| | |
| | 3B) SHEET A.02 THE SITE PLAN SHOWS 15 FEET BETWEEN |
| | BUILDINGS PLEASE PROVIDE AN ASSUMED PROPERTY LINE TO |
| | SHOW COMPLIANCE WITH TABLE 602 FOR TYPE III-B |
| | CONSTRUCTION IN HOUR RESISTANCE RATING FOR EXTERIOR |
| | BEARING WALLS. |
| | |
| | 4A) PLEASE PROVIDE COMPLIANCE WITH THE FLORIDA ENERGY |
| | CODE 103.2.1 CODE DEMONSTRATION FORMS. SEE TABLE |
| | 103.2.1. 103.2.2.2 SIMULATED PERFORMANCE ALTERNATIVE, |
| | COMMERCIAL AND HIGH-RISE RESIDENTIAL. |
| | AN ACCURATELY COMPLETED COMMERICAL BUILDING FORM 506 |
| | (GENERATED BY COMMISSION APPROVED SOFTWARE) |
| | DEMONSTRATING THAT CODE COMPLIANCE HAS BEEN ACHIEVED |
| | SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR |
| | COMPLIANCE BY SECTION 506. |
| | |
| | 4B) 103.2.2 DETAILS REQUIRED. CONSTRUCTION DOCUMENTS |
| | SHALL BE DRAWN TO SCALE UPON SUITABLE MATERIAL. L. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED, AND SHOW IN SUFFICIENT DETAIL PERTINENT DATA |
| | AND FEATURES OF THE BUILDING, SYSTEMS AND EQUIPMENT AS |
| | HEREIN GOVERNED. DETAILS SHALL INCLUDE, BUT ARE NOT |
| | LIMITED TO, AS APPLICABLE, INSULATION MATERIALS AND |
| | THEIR R-VALUES; FENESTRATION U-FACTORS AND SHGCS; |
| | AREA-WEIGHTED U-FACTOR AND SHGC CALCULATIONS; |
| | MECHANICAL SYSTEM DESIGN CRITERIA; MECHANICAL AND |
| | SERVICE WATER HEATING SYSTEM AND EQUIPMENT TYPES, SIZES |
| | AND EFFICIENCIES; ECONOMIZER DESCRIPTION; EQUIPMENT AND |
| | SYSTEMS CONTROLS; FAN MOTOR HORSEPOWER (HP) AND |
| | CONTROLS; DUCT SEALING, DUCT AND PIPE INSULATION AND |
| | LOCATION; LIGHTING FIXTURE SCHEDULE WITH WATTAGE AND |
| | CONTROL NARRATIVE; AND AIR SEALING DETAILS. |
| | |
| | 5) SHEET LS1.01 INDICATES THE USE OF EXIT LIGHTS BUT |
| | THE PLANS DOES NOT SHOW EMERGENCY LIGHTING, 006.1.6 |
| | SOURCES OF ILLUMINATION. |
| | 1006.1.6.1 ILLUMINATION OF MEANS OF EGRESS SHALL BE |
| | FROM A SOURCE OF REASONABLY ENSURED RELIABILITY. |
| | 1006.1.6.2 BATTERY-OPERATED ELECTRIC LIGHTS AND OTHER |
| | TYPES OF PORTABLE LAMPS OR LANTERNS SHALL NOT BE USED |
| | FOR PRIMARY ILLUMINATION OF MEANS OF EGRESS. |
| | BATTERY-OPERATED ELECTRIC LIGHTS SHALL BE PERMITTED TO |
| | BE USED AS AN EMERGENCY SOURCE TO THE EXTENT PERMITTED |
| | UNDER SECTION 1006.2.3.4. |
| | |
| | 6) LS1.01 ROOM 103 HAS A DASHED LINE, WHAT APPEARS TO |
| | BE A FOLDING WALL PARTITION, PLEASE PROVIDE THE |
| | MANUFACTURERS SPEC FOR THE WEIGHT AND HOW THIS WILL BE |
| | ATTACHED TO THE LIGHT TRUSS FRAMING SYSTEM, THESE |
| | TRUSSES HAVE TO A HEAVIER BOTTOM CHORD LIVE LOAD |
| | SECTION FBC-B TABLE 1607.1. SHEET A-2.01 SHOWS A |
| | CATHEDRAL CEILING? 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 7) SHEET A-1.01 THE ROOM FINISH SCHEDULE GYPSUM BOARD |
| | IN RESTROOMS TO BE MOISTURE RESISTANT; PLEASE REVIEW |
| | 2010 FBC-B 2509.1 WET AREAS. |
| | SHOWERS AND PUBLIC TOILET WALLS SHALL CONFORM TO |
| | SECTIONS 1210.2 AND 1210.3. |
| | |
| | 8) SHEET A-3.02 THIS SHEET IS LABELED ROOF FRAMING PLAN |
| | WHICH ONLY SHOWS THE FILLED CELL LAYOUT. THE ROOF TRUSS |
| | FRAMING SYSTEM IS PART OF THE MAIN WIND FORCE RESISTING |
| | SYSTEM (MWFRS) THE DESIGNER OF RECORD IS TO PROVIDE THE |
| | MAGNITUDE OF LOADS TO BE RESISTED FOR UPLIFT, GRAVITY |
| | AND F1/ F2 HORIZONTAL LOADS. 1609.6.4.1. THIS SHEET |
| | DOES NOT PROVIDE WHAT THE DESIGN CRITERIA FOR THE WIND |
| | DESIGN. |
| | |
| | FBC-B2303.4.2 TRUSS PLACEMENT DIAGRAM. THE TRUSS |
| | MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM |
| | THAT IDENTIFIES THE PROPOSED LOCATION FOR EACH |
| | INDIVIDUALLY DESIGNATED TRUSS AND REFERENCES THE |
| | CORRESPONDING TRUSS DESIGN DRAWING. THE TRUSS PLACEMENT |
| | DIAGRAM SHALL BE PROVIDED AS PART OF THE TRUSS |
| | SUBMITTAL PACKAGE, AND WITH THE SHIPMENT OF TRUSSES |
| | DELIVERED TO THE JOB SITE. TRUSS PLACEMENT DIAGRAMS |
| | THAT SERVE ONLY AS A GUIDE FOR INSTALLATION AND DO NOT |
| | DEVIATE FROM THE PERMIT SUBMITTAL DRAWINGS SHALL NOT BE |
| | REQUIRED TO BEAR THE SEAL OR SIGNATURE OF THE TRUSS |
| | DESIGNER. |
| | |
| | 9A) SHEET S-9 SHOWS THE USE OF INSULATING CONCRETE |
| | FORMS (ICF) , PLEASE PROVIDE THE MANUFACTURER |
| | SPECIFICATIONS FOR THE USE OF THIS PRODUCT INCLUDING |
| | THE LOADING, FACTORS, REINFORCING REBAR DETAILS AND |
| | LIMITATIONS OF USE. 2010 FBC-B 918.2 INSULATED CONCRETE |
| | FORM WALL. INSULATED CONCRETE FORM (ICF) WALL |
| | CONSTRUCTION FOR BUILDINGS SHALL BE IN ACCORDANCE WITH |
| | ACI 318. |
| | |
| | 9B) NEITHER THE A SHEETS OR S SHEETS SHOW COMPLIANCE |
| | WITH 2010 FBC-B 2603.8 PROTECTION AGAINST TERMITES. IN |
| | FLORIDA, EXTRUDED AND EXPANDED POLYSTYRENE, |
| | POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE |
| | INSTALLED ON THE EXTERIOR FACE OR UNDER INTERIOR OR |
| | EXTERIOR FOUNDATION WALLS OR SLAB FOUNDATIONS LOCATED |
| | BELOW GRADE. THE CLEARANCE BETWEEN FOAM PLASTICS |
| | INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT |
| | LEAST 6 INCHES (152 MM). |
| | |
| | PLEASE SHOW FOOTER DEPTH, GRADE, THE 6 INCHES CLEAR |
| | AREA BEFORE THE START OF ICF BLOCKS OR WALL PANELS. THE |
| | 6 INCHES IS TO VISSUALLY SEE TERMITE TUNNELS ON THE |
| | EXTERIOR OF THE BUILDING. |
| | |
| | 9C) PLEASE PROVIDE FROM THE ICF MANUFACTURER, THEIR |
| | PRODUCT DESIGN FOR FLASHING AROUND WINDOWS, AND BUCK |
| | ATTACHMENT DETAILS SINCE WILL BE PART OF THE DOCUMENTS |
| | THAT WILL NEED TO BE REVIEWED BY THE DESIGNER OF RECORD |
| | AND THEIR DESIGN. NOTE TTHE WIND LOADS REQUIRED FOR THE |
| | BUCKS TO MEET THE REQUIED DESIGN PRESSURES. 107.2.1.3. |
| | ADDIRTIONAL INFORMATION. 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. |
| | |
| | 9D) THE PLANS DO NOT INDICATE HOW THE INTERIOR OF THE |
| | STRUCTURE WILL BE FINISHED, SHEET A1.01, NOTE THE ROOM |
| | FINISH SCHEDULE STATES DRYWALL, NO THICKNESS HAS BEEN |
| | PROVIDED NOR COMPLIANCE WITH FBC-B 2603.4 THERMAL |
| | BARRIER. |
| | |
| | 10A) SHEET A1.01 ROOM FINISH SCHEDULE DOES NOT INDICATE |
| | HOW THE BOTTOM CHORD OF THE TRUSSES IS TO ACT AS A |
| | DIAPHRAM OR IF LATERAL BRACING IS TO BE USED, |
| | EXSPECIALLY IN THE ROOMS WITH DROPPED CEILINGS. 2010 |
| | FBC-B 303.4.1.2 PERMANENT INDIVIDUAL TRUSS MEMBER |
| | RESTRAINT. |
| | WHERE PERMANENT RESTRAINT OF TRUSS MEMBERS IS REQUIRED |
| | ON THE TRUSS DESIGN DRAWINGS, IT SHALL BE ACCOMPLISHED |
| | BY ONE OF THE FOLLOWING METHODS: 1-3. |
| | |
| | 10B) SHEET SHOWS THE USE OF SCISSOR OR SLOPED CEILING |
| | TRUSSES, NO INFORMATION HAS BEEN PROVIDED WHERE THE |
| | ROOF INSULATION IS GOING TO BE LOCATED, NOR TYPE OF |
| | INSULATION. ENERGY 502.2.1.2. |
| | |
| | 11) DISCREPANCY IN PLANS, A2.01 VERSES A3.02 SECTION |
| | A/A IS THROUGH THE ROOF WHERE IT GOES TO A PEEK WHICH |
| | WILL BE APPROX. 2 FT. HIGHER THAN INDICATES WITH THIS |
| | TRUSS SHOWN . THE FLAT TRUSS AS ILLUSTRATED WILL BE AT |
| | THE STEPLE/ BELL TOWER. NOTE NO DETAILS, FRAMING WERE |
| | SUBMITTED FORTHIS AREA NOR FLASHING OF THE FLOOR DECK |
| | OF THE STEPLE/ BELL TOWER. WILL NEED TO SHOW ANCHORAGE |
| | TO THE MWFRS TRUSSES. 107.2.1.3. |
| | |
| | 12) THE DESIGNER OF RECORD HAS PROVIDED A LIST OF |
| | PRODUCT APPROVALS, PLEASE PRINT (2) COPIES OF THE |
| | PRODUCT APPROVALS, UNTIL THE PRODUCT APPROVALS ARE |
| | PRINTED, THE DESIGNER OF RECORD CIRCLES TYPE OF WINDOW, |
| | DOOR AND OR TYPE OF GLAZING AND ANCHORING, THE |
| | APPROVALS CAN NOT BE REVIEWED, THERE ARE TO MANY |
| | UNKNOWNS TO BE ABLE TO SHOW CODE COMPLIANCE. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE |
| | DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL. L. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 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. |
| | |
| | 13) 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. |
| | |
| | 14) 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. |
| | |
| | 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. |
| | |
| | TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO |
| | HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA |
| | TUS.ASPX FOR PERMIT STATUS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
