Date |
Text |
2021-10-19 15:29:19 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT:21081463 |
| ADD: 1515 N. FLAGLER DR. # 100? |
| CONT: BUILD PRO CONSTRUCTION INC. |
| TEL: 786-740-2549 |
| E-MAIL: [email protected] |
| |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 2020 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: TUES. OCT. 19TH/2021 |
| ACTION: DENIED |
| 1) PLEASE SEE ADDRESSING COMMENTS THAT SUITE 100 IS NOT |
| A RECOGNIZED SUITE IN OUR DATA BASE. |
| 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| CODE, CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON |
| CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE |
| OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE |
| AND EXTENT OF THE WORK PROPOSED. |
| 2020 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND |
| EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED |
| ADDRESS IDENTIFICATION. |
| |
| 2) SHEET 1SP1 SITE PLAN SHOWS WHAT APPEARS TO BE |
| EXISTING OR DEMO FLOOR PLAN AND WHAT APPEARS TO BE A |
| PROPOSED FLOOR PLAN. THE PLANS ARE NOT CLEAR AS TO THE |
| NATURE OF WORK. 2020 WEST PALM BEACH AMENDMENTS TO THE |
| FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| 107.2.1. |
| W.P.B. ADMINISTRATIVE CODE/2020 DRAWINGS & |
| 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. CONSTRUCTION DOCUMENTS SHALL BE |
| 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. |
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| 3) SHEET 1SP1 IT APPEARS THERE ARE GOING TO BE (2) NEW |
| OPENINGS IN THE EXTERIOR WALL, (2) NEW EXTERIOR |
| DOORWAYS. THE PLANS DO NOT SHOW HOW THE NEW OPENINGS |
| ARE GOING TO SHOW COMPLIANCE WITH THE (MWFRS) MAIN WIND |
| FORCE RESISTING SYSTEM, COLUMNS, BEAMS AND OR LINTELS. |
| |
| 4) 2020 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. |
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| 5) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| DRAWING STAMP OF APPROVAL) 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. |
| |
| 6) PLEASE IDENTIFY IN 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, |
| SILL HEIGTH, TYPE OF GLAZING, MULLION SIZE, LENGTH IF |
| UNREINFORCED OR REINFORCED INFORMATION IF REQUIRED, |
| ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| SIZE. 2020 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. |
| |
| 7) 2020 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| |
| 7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
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| 7.2. RISK CATEGORY. |
| |
| 7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| |
| 7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| THE DESIGN OF THE STRUCTURE, PSF. |
| |
| 7.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| CONVERSION VULT TO VASD. |
| |
| 8) SHEET LS-LIFE SAFETY SHEET: |
| |
| 8A) 2020 W. P. B. ADMINISTRATIVE CODE107.3.5 MINIMUM |
| PLAN REVIEW CRITERIA |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATIVE CODE SECTION: |
| 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS AND |
| OR STRUCTURES. |
| 107.3.5.1 COMMERCIAL BUILDINGS |
| 107.3.5.1.1. BUILDING |
| |
| MISSING CODE DATA: |
| FLOOD HAZARD AREAS, FLOOD ZONES, DESIGN FLOOD |
| ELEVATIONS |
| PROPOSED ELEVATION CERTIFICATES IN SPECIAL FLOOD HAZARD |
| AREAS |
| OCCUPANCY GROUP WHAT WILL THE TENANT SPACE BE USED FOR, |
| IT APPEARS TO BE A DOCTOR?S OFFICE BUT THERE IS A SHOW |
| ROOM? |
| MINIMUM TYPE OF CONSTRUCTION |
| FIRE RESISTANCE SEPARATION |
| |
| LIFE SAFETY PLANS SHALL DETERMINE AND SHALL INCLUDE THE |
| FOLLOWING: |
| CODE DATA/ BUILDING DATA |
| OCCUPANT LOAD AND EGRESS CAPACITIES |
| GROSS OR NET |
| MEANS OF EGRESS EXIT ACCESS |
| EXIT |
| EXIT DISCHARGE |
| |
| STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| DESIGN LOADS |
| WIND REQUIREMENTS |
| BUILDING ENVELOPE |
| FLOOD REQUIREMENTS IN ACCORDANCE WITH SECTION 1612 |
| FLOOR SYSTEMS |
| WALL SYSTEMS |
| |
| 9) LIFE SAFETY SHEET THE NEW SITTING ROOM WITH THE DOOR |
| TO THE INTERIOR HALLWAY DOES NOT HAVE THE REQUIRED 18 |
| INCHES ON THE LATCH SIDE FOR MANEUVERING CLEARANCES. |
| ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES. DOORS. |
| MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL |
| COMPLY WITH 404.2.4. MANEUVERING CLEARANCES SHALL |
| EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED |
| LATCH SIDE FOR SIDE CLEARANCE. SEE FIGURE 404.2.4.1(A). |
| |
| 10) DOOR SIZES ARE NOT GIVEN. 2020 FBC-B 1010.1.1. SIZE |
| OF DOORS. CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A |
| CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF |
| DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN |
| THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN |
| AT 90 DEGREES. |
| |
| 11) THE LIFE SAFETY SHEET LIST TRAVEL DISTANCE UNDER |
| 1028.7 PLEASE REFER TO THE 2020 FBC-BUILDING CODE, |
| THERE IS NO SUCH REFERENCE. 107.2.1.2. DISCREPANCY IN |
| CODE SECTIONS. NOTE OCCUPANT LOADS NEED TO BE KNOWN |
| BEFORE TRAVEL DISTANCES ARE ESTABLISHED. |
| |
| 12) THE PERMIT VALUE IS LOW AT $10,000.00 DOLLARS. |
| 109.3 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 UNDERESTIMATED 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. |
| |
| |
| 13) 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. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
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| MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| WORKING FROM CITY HALL. |
| MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ RETIRED. |
| |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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