| Date |
Text |
| 2021-08-11 09:03:34 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21070509 |
| | ADD: 2751 S. DIXIE HWY. |
| | CONT: RED DOOR CONSTRUCTION LLC |
| | TEL: 786-535-1006 |
| | 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: WED. AUGUST 11/2021 |
| | ACTION: DENIED |
| | |
| | 1) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE OCCUPANT |
| | LOAD FACTOR FOR THE AREAS PREPARED FOODS, BAKERY FISH, |
| | MEAT, DELI PRODUCE PREP KITCHEN AND SCULLERY ARE ALL |
| | BEING TAKEN AT 300 AS AN OCCUPANT LOAD FACTOR. IN |
| | REVIEWING THE 2020 FBC-B TABLE 1004.5 COMMERCIAL |
| | KITCHENS ARE TAKEN AT 200 OCCUPANT LOAD FACTORS. FOR |
| | ALL AREAS LISTED ABOVE THE OCCUPANCY SHOULD BE TAKEN AS |
| | A F-1 OCCUPANCY SINCE IT IS FOOD PROCESSING |
| | ESTABLISHMENT & COMMERCIAL NOT ASSOCIATED WITH A |
| | RESTAURANT OR CAFETERIA AND IS OVER 2,500 SQ. FT. THE |
| | LISTED AREAS ABOVE TOTAL TO 3,675 SQ. FT. SEE SECTION |
| | 306.2 OF THE 2020 FBC-BUILDING. |
| | 2) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN. THE LIFE |
| | SAFETY PLAN ONLY SHOWS ONE EXIT DOOR 119 WITH EXIT |
| | LIGHT AND NO OCCUPANT LOAD GOING THROUGH THE DOOR. WITH |
| | THE OCCUPANT LOAD GIVEN 156 THERE WILL BE 2 MEANS OF |
| | EGRESS REQUIRED. THE REQUIRED 2 EGRESS DOORS MUST BE |
| | 1/3RD THE OVERALL DIAGONAL DISTANCE OF THE TENANT SPACE |
| | APART. THE ENTRANCE DOOR 118 IS TO CLOSE TO BE COUNTED |
| | AS ONE OF THE EXITS. JUST IN FRONT OF THE OFFICE # 120 |
| | THERE APPEARS TO BE A 2ND MEANS OF EGRESS BUT THERE IS |
| | NO EXIT LIGHT INDICATING THIS IS AN EXIT NOR THE NUMBER |
| | OF OCCUPANTS THAT ARE GOING THROUGH THE DOORWAY. |
| | SEE THE 2020 FBC-B SECTION 1006.2.1 AND TABLE 1006.2.1. |
| | |
| | 3) SHEET B-101 LEVEL 1- LIFE SAFETY PLAN IS SILENT AS |
| | TO HOW MANY DOORWAYS; EXITS ARE ACCESSIBLE DOORWAYS. |
| | 2020 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF |
| | EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE |
| | INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 |
| | SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL |
| | BUILDING CODE (2003 EDITION). |
| | 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS |
| | IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY |
| | ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE |
| | SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS. |
| | 202 FBC-ACCESS. CODE CHANGES IN LEVEL 303.2 AND 303.3. |
| | WHERE CHANGES IN LEVEL ARE PERMITTED IN THE FLOOR OR |
| | GROUND SURFACES, THEY SHALL COMPLY WITH SECTION 303. |
| | SEE 303.1 & 303.2. |
| | |
| | 4) COOLERS AND FREEZERS REQUIRE A SEPARATE PERMIT. |
| | PLEASE ALSO PUT A NOTE ON THE LIFE SAFETY PLAN B-101 |
| | THAT IN FIRE SPRINKLERED BUILDINGS COOLERS AND FREEZERS |
| | MUST BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH 903.3.1.1 SEE THE 2020FBC-BUILDING CODE |
| | SECTION 2603.4.1.2(4). |
| | |
| | 5) SHEET A-101 THE GENERAL NOTES 6-10 ARE NOT COMPLETE |
| | SEE SHEET AX.X. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | 6) SHEET A-101 AT THE TOP OF THE SHEET THEE IS A CART |
| | RETURN AT WHAT APPEARS TO BE THE FRONT OF THE BUILDING |
| | AND A NOTE LOW RAIL TO SEPARATE CARTS FROM SEATING AREA |
| | AND ALSO A DETAIL NOTE DETAIL 1/ A-417. |
| | THERE IS NO SUCH SHEET LISTED IN THE INDEX SHEET G-102 |
| | NOR IS THERE SUCH A SHEET IN THE PLAN SET OF DRAWINGS. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) SHEET A-101 CUSTOMER SERVICE COUNTER SHOWS A DETAIL |
| | #5/ A425 PLEASE PROVIDE THE KNEE AND TOE SPACE |
| | COMPLYING WITH 306. A CLEAR FLOOR SPACE COMPLYING WITH |
| | 305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE |
| | COUNTER, 2020 FBC-ACCESSIBILITY CODE. |
| | |
| | 8A) SHEET A-106 ROOF PLAN NOTE # 1 INDICATES A NEW |
| | ROOF. THE DEFERRED SUBMITTALS ON SHEET C-101 DOES NOT |
| | INCLUDE ROOFING AS A DEFERRED SUBMITTAL. |
| | 2020 FBC-B 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) ROOF HATCHES. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, CURBS, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 8B) 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. |
| | |
| | 8C) 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. |
| | |
| | 9) WITH THE NEW ROOF TOP MECHANICAL EQUIPMENT TO BE |
| | LOCATED ON THE ROOF (SHEET A-106 NOTE # 4) SEE |
| | MECHANICAL SHEETS FOR ADDITIONAL ROOF PENETRATION. |
| | SHEET M-103 ROOF TOP WIND RESISTANCE NOTES: |
| | |
| | 9A) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 1 |
| | STATES THE WIND SPEED IS 160 MPH VULT, AND EXPOSURE C. |
| | PLEASE NOTE THIS STRUCTURE IS IN A 170 MPH VULT WIND |
| | ZONE, SEE FIGURE 1609.3(1) FOR RISK CATEGORY II |
| | BUILDINGS. NOTE # 4 WIND PRESSURES SHALL BE PER FBC |
| | 1609. |
| | |
| | 9B) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 2 |
| | STATES EQUIPMENT SHALL HAVE MANUFACTURER CURB HURRICANE |
| | TIE-DOWNS FOR WIND RESISTANCE THERE ARE NONE SHOWN. |
| | 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) SHEET M-103 ROOF TOP WIND RESISTANCE NOTE # 5 THE |
| | INSTALLATION AND FABRICATION METHODS FOR SECURING AND |
| | ANCHORING EQUIPMENT TO CURBS AND FOR RAILS/ CURBS |
| | SECURING AND ANCHORING TO STRUCTURE SIZING AND METHODS |
| | SHALL BE DESIGNED BY LICENSED STRUCTURAL ENGINEER IN |
| | THE STATE OF FLORIDA. THIS REVIEW NONE OF THE ROOF TOP |
| | EQUIPMENT HAS BEEN DESIGNED FOR ANCHORING BY A FLORIDA |
| | P.E. |
| | |
| | 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. |
| | |
| | 10) THE ARCHITECTURAL SHEETS NOR THE MECHANICAL SHEETS |
| | SHOW HOW POINT LOADING OF HE BAR JOIST WILL OCCUR. |
| | THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11) WELDED OR BOLTED CONNECTIONS. THIS BUILDING |
| | CONTAINS EITHER BOLTED AND OR WELDED CONNECTIONS. THE |
| | CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE |
| | SPECIFICATIONS & WELDER OPERATOR PERFORMANCE |
| | QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED |
| | STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON |
| | THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL |
| | BE REQUIRED. |
| | THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| | COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS |
| | SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING |
| | INSPECTION. |
| | 2020 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| | AT 561-805-6666. |
| | |
| | 12) SHEET G-103 UNDER THE HEADING THRESHOLD BUILDINGS |
| | STATES THIS APPLIES. PLEASE PROVIDE UNDER WHAT CRITERIA |
| | YOU BELIEVE THIS STATEMENT APPLIES. SEE FLORIDA STATUTE |
| | FL S. S. 553.71(7) ?THRESHOLD BUILDING" MEANING ANY |
| | BUILDING WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY |
| | CLASSIFICATION AS DENIED IN THE FLORIDA BUILDING CODE |
| | WHICH EXCEEDS 5,000 SQ. FT. IN AREA AND AN OCCUPANT |
| | CONTENT OF GREATER THAN 500 PERSONS. |
| | THERE ARE NO STRUCTURAL SHEETS IN THIS SET OF PLANS. |
| | BUILDING HEIGHT IS 40 FEET ABOVE GRADE. |
| | |
| | 13) SHEET A-300 SHOWS THE ROOF LEVEL AT 40 FEET ABOVE |
| | GRADE, PLEASE PROVIDE HOW COMPLIANCE WITH THE 2020 |
| | FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS OR |
| | ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING ACCESS |
| | OR APPLIANCES ARE LOCATED ON AN ELEVATED STRUCTURE OR |
| | THE ROOF OF A BUILDING SUCH THAT PERSONNEL WILL HAVE TO |
| | CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE GRADE TO |
| | ACCESS SUCH EQUIPMENT OR APPLIANCES, AN INTERIOR OR |
| | EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED. SUCH ACCESS |
| | SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS GREATER |
| | THAN 30 INCHES (762 MM) IN HEIGHT OR WALKING ON ROOFS |
| | HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (33-PERCENT SLOPE). SUCH ACCESS SHALL |
| | NOT REQUIRE THE USE OF PORTABLE LADDERS. WHERE ACCESS |
| | INVOLVES CLIMBING OVER PARAPET WALLS, THE HEIGHT SHALL |
| | BE MEASURED TO THE TOP OF THE PARAPET WALL. |
| | |
| | 14) PLEASE PROVIDE WHERE I CAN FIND THE PRESSURES FOR |
| | THE COMPONENTS AND CLADDING FOR ROOF ZONES 1, 2, & 3 AS |
| | WELL AS FOR WALL ZONES 4 & 5. 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: |
| | |
| | 14.1. 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. |
| | |
| | 14.2. RISK CATEGORY. |
| | |
| | 14.3. 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. |
| | |
| | 14.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 14.5. 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. |
| | |
| | 14.6. 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. |
| | |
| | 15) DEFERRED SUBMITTALS. IDENTIFY GLAZING/ MULLIONS. |
| | 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. |
| | |
| | 16) 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]. |
| | PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300 |
| | N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL. |
| | |
| | 17) 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. |
| | |
| | MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| | WORKING FROM CITY HALL. |
| | MY WORK HOURS ARE 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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