| Date |
Text |
| 2021-05-25 08:49:55 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21010992 |
| | ADD: 1225 PALM BEACH LAKES BLVD. |
| | CONT: VAN NESS & CALLAWAY CONSTRUCTION |
| | TEL: 561-371-0615 |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2ND REVIEW |
| | DATE: TUESDAY MAY 25TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) 2ND REQUEST. A CURRENT SURVEY DOES NOT SHOW THE |
| | LOCATION OF THE PROPOSED BUILDING, WITHOUT THE LOCATION |
| | OF THE PROPOSED BUILDING THE SURVEY IS USELESS. WE ARE |
| | TRYING TO SEE HOW COMPLIANCE WITH SECTION 503.2.1, |
| | 504.4 AND 506.2, TABLE 602, 705, TABLE 705.8, & SECTION |
| | 716 OF THE 2020 FBC-B. |
| | 1ST ROUND COMMENTS. THE TITLE-SHEET DOES NOT LIST A |
| | CURRENT SURVEY, OR SITE PLAN. THE TITLE-SHEET LIST |
| | THERE ARE CIVIL PLANS UNDER SEPARATE COVER. THE |
| | APPLICATION MYGEONAV SHOWS THERE IS A BUILDING AND |
| | PARKING LOT AT THIS LOCATION ALREADY. PLEASE PROVIDE AN |
| | UP TO DATE SURVEY SHOWING THE PRESENT BUILDING AND THE |
| | LOCATION OF THE PROPOSED BUILDING. PLEASE SHOW HOW |
| | COMPLIANCE WITH SECTION 503.2.1 OF THE 2020 |
| | FBC-BUILDING ARE GOING TO BE ACCOMPLISHED. TWO |
| | BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS |
| | SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS |
| | OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF |
| | STORIES OF EACH BUILDING AND THE AGGREGATE BUILDING |
| | AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS |
| | SPECIFIED IN SECTIONS 504.4 AND 506.2. OR. TWO |
| | BUILDINGS ON THE SAME LOT ARE CONSIDERED INDEPENDENTLY |
| | FOR COMPLIANCE WITH THE REQUIREMENTS OF THE CODE. |
| | SECTION 705.3 REQUIRES THAT WHEN TWO BUILDINGS ARE ON |
| | THE SAME LOT, AN IMAGINARY LINE IS ASSUMED BETWEEN THE |
| | BUILDINGS. THIS IS USED TO DETERMINE THE APPROPRIATE |
| | EXTERIOR WALL FIRE-RESISTANCE RATINGS IN TABLE 602, |
| | EXTERIOR WALL REQUIREMENTS OF SECTION 705, PROJECTION |
| | REQUIREMENTS OF SECTION 705.2 AND OPENING PROTECTIVE |
| | RATINGS AND REQUIREMENTS SET FORTH IN TABLE 705.8 AND |
| | SECTION 716 (ALSO SEE THE COMMENTARY FOR THE DEFINITION |
| | OF FIRE SEPARATION DISTANCE). |
| | |
| | 2-3) COMPLIED. |
| | |
| | 4A) 2ND REQUEST. THE PLANS SUBMITTED DO NOT COMPLY WITH |
| | THE NORMAL NAMING CONVENTION FOR PLANS. THIS IS THE |
| | FIRST TIME I?VE SEEN ALL OF THE 100 SERIES SHEETS |
| | GROUPED TOGETHER FOR ALL TRADES THEN ALL 200 SERIES |
| | SHEETS FOR ALL TRADES. ALL ARCHITECTURAL PLANS GROUPED |
| | TOGETHER NUMERICALLY, ALL ELECTRICAL PLANS GROUPED |
| | TOGETHER NUMERICALLY, ALL MECHANICAL PLANS GROUPED |
| | TOGETHER NUMERICALLY, PLUMBING AND GAS PLANS GROUPED |
| | TOGETHER NUMERICALLY AND THEN LAST THE STRUCTURAL PLANS |
| | GROUPED TOGETHER NUMERICALLY. |
| | 107.2.1.3. QUALITY OF PLANS. THE BUILDING OFFICIAL MAY |
| | ESTABLISH THROUGH DEPARTMENT POLICY OTHER STANDARDS FOR |
| | THE PLANS AND SPECIFICATIONS IN ORDER TO PROVIDE |
| | CONFORMITY TO ITS RECORD RETENTION PROGRAM. THIS POLICY |
| | MAY INCLUDE SUCH THINGS AS MINIMUM SIZE, SHAPE, |
| | CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO RECORD |
| | MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE WITH |
| | THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES. |
| | 4B) COMPLIED. 2ND REVIEW NEW COMMENT STRUCTURAL SHEETS |
| | IN THIS SUBMISSION. |
| | 1ST ROUND OF COMMENTS. THE TITLE SHEET INDICATES IN |
| | THIS SUBMISSION OF PLANS INCLUDED IN THIS SET OF PLANS |
| | THERE SHOULD BE STRUCTURAL SHEETS S-1.0 -S4.4, 8 |
| | STRUCTURAL SHEETS. THESE SHEETS WERE NOT UPLOADED AND |
| | COULD NOT BE REVIEWED. 2020 FBC-BUILDING. QUESTIONABLE |
| | SOILS. 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. |
| | |
| | |
| | 5) 2ND REQUEST, PLEASE TELL ME ON WHICH SHEETS THE WIND |
| | DESIGN AND ASSOCIATED PRESSURES CAN BE FOUND. MISSING |
| | STRUCTURAL SHEETS. 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: |
| | |
| | 5.1. 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. |
| | |
| | 5.2. RISK CATEGORY. |
| | |
| | 5.3. 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. |
| | |
| | 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5.5. 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. |
| | |
| | 5.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. ASCE 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 6) 2ND REQUEST. MISSING THE SOILS REPORT, IT IS NOT |
| | LISTED IN THE DOCUMENT FOLDER. |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.3.5 MINIMUM PLAN |
| | REVIEW CRITERIA. 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: |
| | STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | SOIL CONDITIONS/ANALYSIS |
| | TERMITE PROTECTION |
| | DESIGN LOADS |
| | WIND REQUIREMENTS |
| | BUILDING ENVELOPE |
| | WALL SYSTEMS |
| | FLOOR SYSTEMS |
| | ROOF SYSTEMS |
| | MATERIALS SHALL BE REVIEWED AND SHALL AT A MINIMUM |
| | INCLUDE THE FOLLOWING: |
| | WOOD |
| | STEEL |
| | ALUMINUM |
| | CONCRETE |
| | PLASTIC |
| | GLASS |
| | MASONRY |
| | GYPSUM BOARD AND PLASTER |
| | INSULATING (MECHANICAL) |
| | ROOFING |
| | INSULATION |
| | |
| | 7) COMPLIED. WOOD TRUSSES. |
| | |
| | 8) COMPLIED. |
| | |
| | 9A) COMPLIED. SHEET A6.0 CONSTRUCTION DETAIL # 14. |
| | |
| | 9B) 2ND REQUEST. THE DETAIL ALSO STATES THIS CURB TYPE |
| | IS A KNOCK-DOWN FLAT METAL CURB BY RTU SUPPLIER. PLEASE |
| | PROVIDE THE ATTACHMENT OF THE ROOF CURB TO THE MWFRS |
| | (MAIN WIND FORCE RESISTING SYSTEM) AND THE RTU UNIT TO |
| | THE CURB. |
| | 2020 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2020 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. |
| | |
| | 9C) 2ND REQUEST. SHEET A6.0 DETAIL 18 SHOWS ROOF TOP |
| | EXHAUST FANS AND CURBS SHEET M-3.1 SHOWS STRATOVENT |
| | ROOF TOP EXHAUST FAN DETAILS, NO ANCHORING DETAILS. NO |
| | ANCHORING DETAILS FOUND IN THE STRUCTURAL SHEETS. SEE |
| | COMMENT 9B REPEATED. |
| | |
| | 10) COMPLIED. SHEET ADA.1: THE DETAILS FOR THE TOILET |
| | PAPER DISPENSER. |
| | |
| | |
| | 11) 2ND REQUEST. SHEET ADA 2 HAS A DETAIL CIRCLED ON |
| | SHEET ADA1.2 DETAIL 11. THERE IS NO SUCH SHEET IN THIS |
| | SET OF DRAWINGS. SHEET ADA.2 INDICATES AA ENLARGED |
| | ACCESSIBLE PARKING DETAIL AND ACCESS AISLE, DETAIL 16 |
| | OF ADA1.1. THIS SHEET NOT INCLUDED IN THIS SET OF PLANS |
| | NOR THE INDEX SHEET. |
| | ACCESSIBLE PARKING SPACE / STALL PAINTING. |
| | 2020 ACCESSIBILITY CODE SECTION 502.2 VEHICLE SPACES. |
| | EACH PARKING SPACE MUST BE AT LEAST 12 FEET WIDE, SHALL |
| | BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN |
| | ADJACENT ACCESS AISLE COMPLYING WITH 502.3. |
| | ADVISORY 502.3.3MARKING THE METHOD AND MARKING OF COLOR |
| | OF MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT |
| | MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. |
| | WEST PALM MUNI-CODE ARTICLE XV PARKING DETAIL, 94-485 |
| | ILLUSTRATES WITH MEASUREMENTS FOR DOUBLE STRIPE STALL |
| | PAINTING. |
| | |
| | 502.4 ACCESS AISLE & PARKING SPACE SAME LEVEL/ 502.4, |
| | FLOOR AND GROUND SURFACES. PARKING SPACES AND THE |
| | ACCESS AISLES SERVING THEM SHALL COMPLY WITH 302. |
| | ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING |
| | SPACES THEY SERVE. |
| | CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES |
| | NOT GREATER THAN 1:48 SHALL BE PERMITTED. GIVE |
| | ELEVATION MARKERS TO SHOW COMPLIANCE. |
| | |
| | 12) 2ND REQUEST.!!!!! THE SUBMITTED PRODUCT APPROVALS |
| | WERE NOT REVIEWED THIS CYCLE SINCE THERE WERE NO |
| | STRUCTURAL DRAWINGS WHICH WOULD HAVE HAD THE WIND |
| | DESIGN CRITERIA LISTED AND THE ASSOCIATED PRESSURES. |
| | |
| | 12A) COMPONENTS & CLADDING. 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS & FANS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 12B) 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. |
| | |
| | 12C) 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. |
| | |
| | 12D) IDENTIFY GLAZING/ MULLIONS. 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. 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. |
| | |
| | 12E) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL |
| | FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE |
| | MANUFACTURERS INSTALLATION BROCHURE PROVIDING |
| | COMPLIANCE WITH 2014 FBC-B SECTIONS; |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.2 PERFORMANCE CHARACTERISTICS. |
| | 1408.3 STRUCTURAL DESIGN. |
| | 1408.4 WEATHER RESISTANCE. |
| | 1408.4.1 EIFS WITH DRAINAGE. |
| | 408.4.1.1 WATER-RESISTIVE BARRIER. |
| | 1408.5 INSTALLATION. |
| | |
| | 12F) 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. |
| | |
| | 12G) 2020 FBC-B 1011.16 LADDERS. PERMANENT LADDERS |
| | SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM |
| | OCCUPIED SPACES WITHIN A BUILDING. PERMANENT LADDERS |
| | SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING |
| | AREAS: |
| | 1.SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, |
| | REPAIR OR MONITORING OF EQUIPMENT. |
| | 5.NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE |
| | STAIRWAY ACCESS IN ACCORDANCE WITH SECTION |
| | 1011.12.1. |
| | 6.LADDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION 306.5 OF THE FLORIDA BUILDING CODE, |
| | MECHANICAL. |
| | LADDERS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET OR |
| | ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS. |
| | |
| | 12H) ROOF TOP HATCHES/ ROOF ACCESS/ 2020 FBC-B |
| | 1011.12.2. IN BUILDINGS THAT DO NOT HAVE AN OCCUPIED |
| | ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR |
| | NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A |
| | MINIMUM DIMENSION OF 2 FEET. |
| | |
| | 13) 2ND REQUEST. IMPACT FEES - DIGITAL SUBMITTALS: |
| | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE |
| | DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS |
| | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST |
| | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE |
| | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL |
| | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME |
| | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM |
| | CAN BE FOUND AT: |
| | HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT |
| | ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected] . |
| | |
| | 14) 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. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/ |
| | RETIRED. |
| | |
| | JAMES A. WITMER BN, PX, SFP, 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] |
| | |
| | DEVELOPMENT SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
