| Date |
Text |
| 2019-11-25 09:05:56 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19100975 |
| | ADD: 4400 TBD/ TO BE DETERMINED |
| | TEL: ???? |
| | E-MAIL: [email protected] |
| | CONTACT: EDNA BONELLI |
| | |
| | 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: MON. NOV. 25/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET GN-1, BUILDING CODE SUMMARY: |
| | |
| | 1A) THE ESTIMATED VALUE SEEMS LOW. THIS MAYBE PARTIALLY |
| | DUE TO THE CLASSIFICATION OF OCCUPANCY AND ALSO TO THE |
| | BUILDING TYPE OF CONSTRUCTION LISTED. THE DESIGNER |
| | LISTED THIS BUILDING AS A UTILITY OCCUPANCY. THE |
| | OCCUPANCY TYPE IS CLOSER TO AN F1 OR F2 TYPE OF |
| | OCCUPANCY (2017 FBC-B 306.2 OR 306.3) AND WITH THE |
| | ASSIGNED RISK CATEGORY ASSIGNED AS RISK CATEGORY IV |
| | BUILDINGS DESIGNATED AS ESSENTIAL FACILITIES, PUBLIC |
| | UTILITY FACILITIES, WATER STORAGE FACILITIES AND PUMP |
| | STRUCTURES TO MAINTAIN WATER PRESSURE THIS BUILDING |
| | BEING BUILT FOR 180 MPH V-ULT IS BUILT AS A |
| | CONSTRUCTION TYPE III-B NOT A TYPE V-B. THIS BEING SAID |
| | THE VALUATION FOR THE PROJECT SEEMS LOW THE OCCUPANCY |
| | TYPE AND BUILDING TYPE SHOULD BE CHANGED TO REFLECT THE |
| | ACTUAL USAGE AND BUILDING CONSTRUCTION TYPE USED FOR |
| | COMPLIANCE WITH A RISK CATEGORY IV STRUCTURE. |
| | |
| | 1B) 108.3* BUILDING PERMIT VALUATION. IF, IN THE |
| | OPINION OF THE BUILDING OFFICIAL, THE CLAIMED VALUATION |
| | OF BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| | MECHANICAL, OR PLUMBING SYSTEMS APPEARS TO BE UNDER |
| | ESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS |
| | AND SYSTEMS SHALL BE TOTAL REPLACEMENT PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL |
| | REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRICAL, |
| | PLUMBING, MECHANICAL, INTERIOR FINISHES, NORMAL SITE |
| | WORK (EXCAVATION AND BACKFILL FOR BUILDINGS), |
| | ARCHITECTURAL AND DESIGN FEES, MARKETING COST, OVERHEAD |
| | AND PROFIT; EXCLUDING ONLY LAND VALUE. VALUATION |
| | REFERENCES MAY INCLUDE THE LATEST PUBLISHED DATA OF |
| | NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| | MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| | AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| | LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 1C) AREA SUMMARY PLEASE UPDATE PLANS 663 S. F. + 127 S. |
| | F. = 790 SQ. FT. TYPO, PLEASE CORRECT PLANS. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2) SHEET S-1.01: |
| | 2A) WIND LOAD (L) STATES GLAZED OPENINGS MUST MEET THE |
| | REQUIREMENTS OF 1626 OF THE FLORIDA BUILDING CODE AND |
| | SHALL HAVE A CURRENT NOTICE OF ACCEPTANCE. PLEASE NOTE |
| | IN REFERENCING SECTION 1626 OF THE FLORIDA BUILDING |
| | CODE YOU ARE REFERENCING A SECTION OF THE CODE WHICH IS |
| | FOR THE HIGH-VELOCITY WIND ZONES WHICH ARE BROWARD AND |
| | MIAMI-DADE COUNTIES. THIS CODE SECTION CAN ONLY BE |
| | ENFORCED IN TROUGHS COUNTIES. |
| | |
| | 2B) NOTE ONLY. THE DESIGNER OF RECORD CAN ENFORCE A |
| | MORE STRINGENT STANDARD (WIND LOAD/ NOTE L) THAN THE |
| | MINIMUM CODE SUCH AS ONLY ALLOW THE USE OF MIAMI-DADE |
| | NOA?S AND NOT ALLOWING PRODUCT TO BE SUBMITTED UNDER |
| | THE FLORIDA APPROVAL SYSTEM. |
| | |
| | 2C) DESIGN SUPERIMPOSED LOADS (1) GRAVITY LOADS. THE |
| | PLAN STATES THE DEAD LOAD FOR THE ROOF IS 40 PSF. SHEET |
| | S2.01 SHOWS A DETAIL 5 SHEET S-3.02. THIS DETAIL SHOWS |
| | THE ROOF SLAB TO BE 6 INCHES THICK. 3000 PSI CONCRETE |
| | WEIGHTS 4050 LBS. PER CU. YD./ 27 CU. FT.= 150 LBS. PER |
| | CUBIC FOOT/ 2 = 75 LBS. OF CONCRETE ALONE PER CUBIC |
| | FOOT WITH NO STEEL MANSARD OR ROOFING MATERIALS. PLEASE |
| | REFER BACK TO THE 2017 FBC-B 1606.2 DESIGN DEAD LOADS. |
| | |
| | 2D) THE NEW 6 INCH CONCRETE ROOF SLAB HAS A NOTE # 1 |
| | WITHIN THE ROOF PLAN INDICATING: 6 INCH ONE WAY ROOF |
| | SLAB WITH REINFORCED WITH #5 @ 12 INCHES ON CENTER |
| | BOTTOM AND # 4 @ 16 INCHES O. C. TEMPERATURE. SPAN |
| | ARROW INDICATED DIRECTION OF PRIMARY REINFORCING. THIS |
| | MEANS THE PRIMARY REINFORCING RUNS EAST/ WEST. THAT |
| | MEANS ON THE ON THE VARY SOUTH END OF THE ROOF OVERHANG |
| | THERE IS NO PRIMARY REINFORCING THAT WILL CARRY OVER |
| | THE BEAM AS A CANTILEVERED LOAD SINCE THE PRIMARY STEEL |
| | RUNS PARALLEL TO THE SOUTHERN WALL LINE. ONLY THE |
| | TEMPERATURE STEEL WOULD BE THERE. IN THIS AREA SHOULD |
| | THE SLAB BE A 2 WAY SLAB? 107.2.1.2 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 2E) SHEET S-3.02 DETAIL 5 IS DRAWN AS IF THE |
| | REINFORCING BOTTOM STEEL IS A 2 WAY SLAB, AND SECOND |
| | THE TEMPERATURE STEEL IS SHOWN AS CONTINUOUS TOP STEEL. |
| | SHEET S2.01 INDICATES THE #4 TEMP. STEEL TO BE @ 16 |
| | INCHES ON CENTER BUT NOT THE LENGTH OF THE STEEL. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 2F) SHEET S3.01 DETAIL 3 AGAIN SHOWS TOP AND BOTTOM |
| | REINFORCING MATS. SHOULDN?T THE BOTTOM STEEL BE DOWELED |
| | INTO THE EXISTING BEAM/ SLAB TO BE PERPENDICULAR TO THE |
| | WALL LINE? 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 3) S2.01 GROUND FLOOR AND ROOF PLAN: |
| | |
| | 3A) SHEET A-121 THE ROOF PLAN INDICATES THE NEW |
| | ADDITION ROOF TO BE 2 FEET 10 INCHES HIGHER THAN THE |
| | OLD ROOF. SHEET S-2.01 INDICATES (2) CONFLICTING |
| | GRAPHICS ON THE ROOF PLAN. ONE SHOWS THE NEW ROOF LEVEL |
| | WITH THE OLD ROOF NORTH GRAPHIC, WHILE THE WEST GRAPHIC |
| | SHOWS THE ROOF RAISED. BOTH SECTIONS 1 & 2 BOTH SHOW |
| | THE NEW PROPOSED ROOF LEVEL AT THE SAME LEVEL AS THE |
| | OLD ROOF SLAB. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3B) SHEET S3.02 NOR A-5.01 PROVIDE THE TYPE OF MATERIAL |
| | THE SOFFIT IS TO BE CONSTRUCTED FROM, THICKNESS NOR |
| | ATTACHMENT METHOD. 2017 FBC-B TABLE 1405.2. |
| | |
| | 4) SHEET S-3.01 DETAIL # 1 SHOWS WALL SECTION OF THE |
| | NEW MONOLITHIC FOOTER WITHIN THE BUILDING AND ADDITION. |
| | THE VERTICAL DIMENSION OF THE MONOLITHIC FOOTER BEING |
| | 12 INCHES. PLEASE PROVIDE THE HEIGHT OF FOOTER ON AN |
| | EXTERIOR WALL WHERE THE FINISHED GRADE IS PROVIDED IN |
| | RELATION TO THE DEPTH OF THE FOOTER. SHOW COMPLIANCE |
| | WITH THE 2017 FBC-B SECTION 1809.4 DEPTH OF FOOTINGS. |
| | THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED |
| | GROUND SURFACE SHALL BE 12 INCHES. |
| | |
| | 5) SHEET S1.03 PROVIDES THE WALL PRESSURES FOR WALL |
| | ZONES 4 & 5 BUT THE PLAN DOES NOT PROVIDE THE ROOF |
| | PRESSURES FOR ZONES 1,2, &3 FOR A FLAT ROOF NOR A |
| | HIPPED ROOF, THE PLAN IS ALSO MISSING THE ROOF PITCH/ |
| | SLOPE. PLEASE PROVIDE THIS INFORMATION FOR CODE |
| | COMPLIANCE CAN BE DETERMINED. |
| | 2017 FBC-B 1603.1.4 WIND DESIGN DATA. |
| | |
| | 6) 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 |
| | (B) WINDOWS |
| | (C) PANEL WALLS, WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, |
| | |
| | 7A) 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. FL 61G1-23.015 (2) THE |
| | ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING |
| | ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC.. |
| | |
| | 7B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 8A) FLAT 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. |
| | |
| | 8B) SLOPED ROOF TILE: PLEASE SUBMIT THE PRODUCT |
| | APPROVAL FOR THE TYPE OF UNDERLAYMENT, ROOF TILE, |
| | INDICATE THE TYPE OF TILE, SLOPE, FASTENER METHOD, IF |
| | FOAM ADHESIVE THE PRODUCT APPROVAL FOR THE FOAM AND |
| | ASSOCIATED PRESSURES. IF THE TILE IS TO BE NAILED AND |
| | OR SCREWED IN PLACE INDICATE THE FASTENING METHOD AND |
| | THE MOMENT OF UPLIFT. PLEASE SHOW COMPLIANCE WITH THE |
| | 2017 FBC-B 1609.5.3. RIGID TILE. |
| | |
| | 9) SHEET A-121 SHOWS 2 EXISTING ALUMINUM SCUPPERS, SIZE |
| | IS NOT GIVEN. SHEETS A-5.01 DETAIL # 1 ALSO STATES |
| | EXISTING ALUMINUM SCUPPERS, THE SIZE IS NOT GIVEN. |
| | PLEASE PROVIDE THE SIZE OF THE SCUPPERS, AREA OF ROOF |
| | AND PARAPET IN SQ. FT. AND HOURLY RAINFALL . SCUPPERS |
| | AND OVERFLOW SCUPPERS (NOT SHOWN FBC-B 1503.4.2.1) ARE |
| | TO BE SIZED IN ACCORDANCE TO THE FLORIDA BUILDING CODE, |
| | PLUMBING. |
| | |
| | 10) 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: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
