| Date |
Text |
| 2017-09-02 10:45:40 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17081207 |
| | ADD: 300 CLEMATIS ST. 1ST FLOOR LEVEL |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: 954-709-4638 / CLAUDIA GILL # 954 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. SEPT. 01/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) SHEET A0.1: |
| | 1A) OCCUPANCY. THE PLANS STATE THE TENET SPACE PRECIOUS |
| | TO THIS PROPOSED PERMIT WAS A MERCANTILE OCCUPANCY. |
| | PLEASE BE AWARE THE LAST TENANT WAS A RESTAURANT A2 |
| | OCCUPANCY. THIS REVIEW WILL BE TAKEN FROM THE 2014 |
| | FBC-EXISTING BUILDING CODE CHAPTER 10 CHANGE OF |
| | OCCUPANCY. |
| | 1001.3.1 PARTIAL CHANGE OF OCCUPANCY CLASSIFICATION. |
| | WHERE A PORTION OF AN EXISTING BUILDING IS CHANGED TO A |
| | NEW OCCUPANCY CLASSIFICATION, SECTION 1012 SHALL APPLY. |
| | |
| | 1B) THE SHEET A0.1 LIST THE BUILDING AS 34 FEET IN |
| | HEIGHT AND CONSTRUCTION TYPE LISTED AS A V-B/ FULLY |
| | SPRINKLERED. PLEASE NOTE THE STORIES ARE NOT LISTED ON |
| | SHEET A0.1. THIS IS A 3 STORY BUILDING WITH BASEMENT. |
| | BOTH THE 2ND AND 3RD FLOORS ARE BUSINESS OCCUPANCIES. |
| | |
| | THE PLAN DOES NOT STATE THAT AN INCREASE IN STORIES WAS |
| | TAKEN. TABLE 503 OF THE FBC-B ONLY ALLOWS BUSINESS |
| | OCCUPANCY TO BE 2 STORIES IN TYPE VB CONSTRUCTION AND |
| | WITH SPRINKLER INCREASE PER FOOTNOTE 1 OF TABLE 503 AND |
| | SECTION 504.2 ALLOWABLE BUILDING HEIGHT AND STORY |
| | INCREASE DUE TO AUTOMATIC SPRINKLER SYSTEM |
| | INSTALLATION. PLEASE DOCUMENT THE STORY INCREASE WAS |
| | TAKEN. |
| | |
| | THE PLANS ARE SILENT ABOUT THE CHANGE OF OCCUPANCY AND |
| | THE REQUIRED HORIZONTAL FIRE BARRIER BETWEEN |
| | OCCUPANCIES. 2014 EXISTING BUILDING CODE 1012.1.1.2 |
| | CHANGE OF OCCUPANCY CLASSIFICATION WITH SEPARATION. |
| | WHERE A PORTION OF AN EXISTING BUILDING THAT IS CHANGED |
| | TO A NEW OCCUPANCY CLASSIFICATION AND THAT PORTION IS |
| | SEPARATED FROM THE REMAINDER OF THE BUILDING WITH FIRE |
| | BARRIERS HAVING A FIRE-RESISTANCE RATING AS REQUIRED IN |
| | THE FLORIDA BUILDING CODE, BUILDING FOR THE SEPARATE |
| | OCCUPANCY. 2014 FBC-B SECTION 707.3.10 AND TABLE |
| | 707.3.10 INDICATE A REQUIRED 2 HOUR FIRE BARRIER |
| | ASSEMBLY OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS. |
| | |
| | PLEASE NOTE UNDER THE EXISTING BUILDING CODE SECTION |
| | 1012.5.1.1 EXCEPTION ALLOWS FOR A 1 HOUR REDUCTION |
| | PROVIDED THE HEIGHT AND NUMBER OF STORIES INCREASES |
| | ALLOWED FOR AN AUTOMATIC SPRINKLER SYSTEM BY SECTION |
| | 504.2 OF THE FLORIDA BUILDING CODE, BUILDING ARE NOT |
| | USED FOR THE BUILDINGS. IN THIS CASE THE STORY INCREASE |
| | WAS TAKEN WHEN DECLARING THE BUILDING TO BE V-B |
| | CONSTRUCTION REQUIRING 2 HR. HORIZONTAL AND ANY |
| | INTERIOR COLUMNS AND OR BEARING WALLS. |
| | |
| | IF THE DESIGNER OF RECORD DECLARES THE BUILDING TYPE |
| | III-B CONSTRUCTION, THE BUILDING DOES NOT NEED TO TAKE |
| | THE STORY INCREASE AND THE REDUCTION OF 1 HOUR CAN BE |
| | TAKEN FOR THE HORIZONTAL ASSEMBLIES AND ANY INTERIOR |
| | BEARING WALLS OR COLUMNS. IN THE 2014 FBC-B TABLE 601 & |
| | 602 WOULD REQUIRE THE EXTERIOR BEARING WALLS TO BE A 2 |
| | HOUR FIRE RATED ASSEMBLY, THIS WOULD NEED TO BE |
| | VERIFIED BY THE DESIGN PROFESSIONAL TO BE ABLE TO |
| | DESIGN THE BUILDING AS IIIB CONSTRUCTION. |
| | |
| | 2) SHEET A1.5 EGRESS PLAN. |
| | |
| | 2A) SHEET A1.5 INDICATES THE MAIN DOUBLE EXIT DOORS |
| | (CLEMATIS SIDE) TO SWING OUT WHICH IS REQUIRED BY CODE |
| | WHEN THERE IS AN OCCUPANT LOAD OF 50 OR MORE FBC-B |
| | 1008.1.2. THE UNKNOWN IS WHERE THE PROPERTY LINE IS |
| | LOCATED; NO SURVEY WAS SUBMITTED ESTABLISHING THE |
| | LOCATION OF THE PROPERTY LINE. PLEASE PROVIDE |
| | COMPLIANCE WITH SECTION 3202.2. |
| | FBC-B 3202.2. ENCROACHMENTS ABOVE GRADE AND BELOW 8 |
| | FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC |
| | RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN |
| | HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN |
| | SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS |
| | SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 2B) ACCESSIBILITY. EXISTING BUILDING CODE 1012.1.4 ALL |
| | BUILDINGS UNDERGOING A CHANGE IN OCCUPANCY |
| | CLASSIFICATION SHALL COMPLY WITH SECTION 1012.8. |
| | 1012.8. ACCESSIBILITY. EXISTING BUILDINGS THAT UNDERGO |
| | A CHANGE IN OCCUPANCY CLASSIFICATION SHALL COMPLY WITH |
| | THE PROVISIONS OF THE FBC-ACCESSIBILITY. |
| | |
| | THE PERMIT APPLICATION INDICATES A VALUE OF #125,000.00 |
| | DOLLARS. PLEASE PROVIDE A COST ESTIMATE ON LETTERHEAD |
| | WHERE UP TO 0.20 % OF THE CONTRACT VALUE OR $25,000.00 |
| | DOLLARS CAN BE SPENT IN ACCESSIBLE UPGRADES. SECTION |
| | 202.4.2 ACCESSIBLE FEATURES IN THE EVENT OF |
| | DISPROPORTIONALITY PROVIDES A LIST OF ELEMENTS AND IN |
| | WHAT ORDER THEY ARE GIVEN. IF DISPROPORTIONALITY OCCURS |
| | BEFORE THE LIST IS COMPLETED THEN, THAT IS ALL THAT IS |
| | REQUIRED UNDER THE FLORIDA ACCESSIBILITY CODE, THE |
| | OWNERS AND TENANT STILL WOULD HAVE OBLIGATIONS UNDER |
| | THE REMOVAL OF BARRIERS UNDER THE TITLE III OF THE ADA. |
| | |
| | 2014 FBC-ACCESSIBILITY CODE. 202.4.2 ACCESSIBLE |
| | FEATURES IN THE EVENT OF DISPROPORTIONALITY. |
| | WHEN THE COST OF ALTERATIONS NECESSARY TO MAKE THE PATH |
| | OF TRAVEL TO THE ALTERED AREA FULLY ACCESSIBLE IS |
| | DISPROPORTIONATE TO THE COST OF THE OVERALL ALTERATION, |
| | THE PATH OF TRAVEL SHALL BE MADE ACCESSIBLE TO THE |
| | EXTENT THAT IT CAN BE MADE ACCESSIBLE WITHOUT INCURRING |
| | DISPROPORTIONATE COSTS. IN CHOOSING WHICH ACCESSIBLE |
| | ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE |
| | ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS, IN THE |
| | FOLLOWING ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN |
| | ACCESSIBLE ROUTE TO THE ALTERED AREA; (III) AT LEAST |
| | ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX |
| | RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE |
| | DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL |
| | ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND |
| | ALARMS. |
| | |
| | 2C) SHEET A1.5 DOES NOT SHOW IF THE 2 MEANS OF EGRESS |
| | FROM THE CLEMATIS SIDE AND THE 2ND MEANS OF EGRESS FROM |
| | OLIVE ARE LEVEL WITH THE SIDEWALK. THE FINISH FLOOR |
| | WITHIN THE TENANT SPACE IS APPROXIMATELY 6 TO 8 INCHES |
| | ABOVE THE SIDEWALK. 1ST ON THE LIST IS AN ACCESSIBLE |
| | ENTRANCE; PLEASE NOTE WITH THE OCCUPANT LOAD OF GREATER |
| | THAN 50 IT REQUIRES 2 MEANS OF EGRESS. |
| | 2014 FBC-ACCESSIBILITY CODE. 206.4.1 PUBLIC ENTRANCES. |
| | (DOORWAYS) IN ADDITION TO ENTRANCES REQUIRED BY 206.4.2 |
| | THROUGH 206.4.9, AT LEAST 60 PERCENT (2 X 0.60 = 1.2 OR |
| | 2) OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404. |
| | BARRIERS AT COMMON OR EMERGENCY ENTRANCES AND EXITS OF |
| | BUSINESS ESTABLISHMENTS CONDUCTING BUSINESS WITH THE |
| | GENERAL PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, |
| | OR UNDER CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT |
| | A PERSON FROM USING SUCH ENTRANCES OR EXITS SHALL BE |
| | REMOVED. |
| | |
| | 2D) 2014 FBC-B 1003.5 ELEVATION CHANGE. WHERE CHANGES |
| | IN ELEVATION OF LESS THAN 12 INCHES EXIST IN THE MEANS |
| | OF EGRESS, SLOPED SURFACES SHALL BE USED. WHERE THE |
| | SLOPE IS GREATER THAN ONE UNIT VERTICAL IN 20 UNITS |
| | HORIZONTAL (5-PERCENT SLOPE), RAMPS COMPLYING WITH |
| | SECTION 1010 SHALL BE USED. WHERE THE DIFFERENCE IN |
| | ELEVATION IS 6 INCHES OR LESS, THE RAMP SHALL BE |
| | EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH |
| | MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH |
| | MATERIALS. |
| | 1003.5.1 ACCESSIBILITY. FOR ACCESSIBILITY PROVISIONS |
| | RELATED TO CHANGES IN LEVELS, SEE THE FLORIDA BUILDING |
| | CODE, ACCESSIBILITY. SEE RAMPS 405. 1- 10 AND HANDRAILS |
| | 505.1-10.2. |
| | |
| | 3) SHEET A2.0: |
| | |
| | 3A) SHEET A2.0 SHOWS THE 3 EGRESS DOORS 101 A, B, & C. |
| | SHEET A3.0 THE DOOR SCHEDULE ONLY SHOWS DOOR 101C WITH |
| | THE REQUIRED PANIC HARDWARE. ONLY (1) OF THE FRONT |
| | ENTRY DOORS CAN HAVE A KEYED LOCK THE OTHER HAS TO HAVE |
| | PANIC HARDWARE. |
| | IN FBC-B 1008.1.9.3 LOCKS AND LATCHES. LOCKS AND |
| | LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF |
| | DOORS WHERE ANY OF THE FOLLOWING EXISTS: |
| | 1. PLACES OF DETENTION OR RESTRAINT. |
| | 2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT |
| | LOAD OF 300 OR LESS, GROUPS B, F, M AND S, |
| | AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR |
| | DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED |
| | WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE |
| | PROVIDED: |
| | 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS |
| | LOCKED; |
| | 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE |
| | EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS |
| | DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE |
| | SIGN SHALL BE IN LETTERS 1 INCH HIGH |
| | ON A CONTRASTING BACKGROUND; AND |
| | 2.3. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS |
| | REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. |
| | 3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED |
| | AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE |
| | USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC |
| | FLUSH BOLTS HAS NO DOORKNOB OR SURFACE- |
| | MOUNTED HARDWARE. |
| | |
| | 3B) THERE IS AN EXISTING DOOR IN THE CORRIDOR THAT |
| | LEADS TO THE RESTROOMS JUST PAST THE BACKROOM # 104. |
| | THIS IS AN EXISTING DOOR THAT WOULD STILL NEED TO MEET |
| | THE ACCESSIBILITY CODE SECTION ACCESS. CODE 404.2.4 |
| | MANEUVERING CLEARANCES. 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 OR HINGE SIDE |
| | CLEARANCE. ALSO LOOK AT 404.3 AUTOMATIC AND POWER |
| | ASSISTED DOORS AND THE REQUIREMENT FOR BATTERY BACK UP |
| | IN CASE OF FAILURE OF ELECTRIC. |
| | |
| | 4) SHEET A3.0 SHOWS THE ELEVATIONS WITH NEW STOREFRONT |
| | WINDOW AND DOOR ASSEMBLIES. SHEET A0.1 LIST THE PRODUCT |
| | APPROVALS REQUIRED FOR THIS PROJECT BUT THERE IS NO |
| | WIND DESIGN CRITERIA GIVEN, NO PRESSURES. |
| | 2014 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: |
| | |
| | 4.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 5) NONE OF THE PRODUCT APPROV FOR THE ALUMINUM ROOF TOP |
| | A/C STAND SUBMITTED WAS 13-1017.09,ALS SUBMITTED SHOW |
| | THEY WERE APPROVED BY THE DESIGNER OF RECORD. |
| | 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.. |
| | |
| | 5A) THE NOA FOR THE ALUMINUM ROOF TOP A/C STAND |
| | SUBMITTED WAS 13-1017.09, THE SHEET A.01 LIST NOA |
| | 17-0320.02. PLEASE IDENTIFY THE FOLLOWING REQUIREMENTS |
| | CALCULATING THE AREA (SIDE VIEW) OF THE ROOF TOP |
| | COMPRESSORS, CONFIGURATION ON STAND, THE MEAN ROOF |
| | HEIGHT OF THE STAND AND COMPRESSORS, WEIGHT, CIRCLED |
| | THE DESIGN PARAMETERS IN THE TABLES, ANCHORS AND UPLIFT |
| | VERSES MOMENT FOR THE UNIT TO THE STAND AND THE STAND |
| | TO THE ROOF. THE PRODUCT APPROVAL IS TO BE REVIEWED BY |
| | THE DESIGNER OF RECORD, APPROVED BEFORE SUBMISSION TO |
| | THE BUILDING DEPARTMENT. |
| | |
| | 5B) THE SHEET A.01 LIST FOR THE STOREFRONT NOA |
| | 14-0430.28 WHICH IS IR-500 ALUMINUM STOREFRONT SYSTEM. |
| | SUBMITTED IS NOA 15-0622.11 WHICH WAS NOT REFERENCED |
| | BUT WILL BE REQUIRED SINCE THE STOREFRONT DOORS ARE |
| | UNDER A SEPARATE PRODUCT APPROVAL, MISSING IS THE |
| | GLAZED WINDOW STOREFRONT NOA. |
| | 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 INFORMATION IF REQUIRED, |
| | ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING |
| | SIZE. 2014 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. |
| | |
| | 5C) NOA 15-0218.11 TC-5 STYLE STEEL ROOF CURB FOR |
| | CARRIER ROOFTOP UNITS. SHEET 2 OF 5 STATES RESTRAINT |
| | BRACKET QUANTITY TO BE DETERMINED BY PROJECT SPECIFIC |
| | CALCULATIONS. THE CALCULATIONS HAVE NOT BEEN PROVIDED. |
| | PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT BRACKET |
| | QUANTITY IS DETERMINED BY PROJECT SPECIFIC |
| | CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR |
| | FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE |
| | COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND |
| | UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE |
| | CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR |
| | EACH TYPE OF UNIT. |
| | |
| | 5D) NOA 15-1109.04 PLEASE IDENTIFY THE COMPONENTS |
| | MAKING UP THE SYSTEM AND PAGE 8 OF 9 THE FASTENERS AND |
| | SUBSTRATE. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 6) SHEET A1.5 SHOWS THE SALES AREA BUT THE POINT OF |
| | SALES IS NOT IDENTIFIED ON THIS SHEET. A5.0 HAS |
| | ELEVATIONS OF THE INTERIOR SALES COUNTER IN DETAIL # 2, |
| | PLEASE SHOW COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE |
| | 902.3 HEIGHT. THE TOPS OF WORK SURFACES SHALL BE 28 |
| | INCHES AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 7) CHANGE IN OCCUPANCY IS REQUIRED TO BE REVIEWED BY |
| | THE PALM BEACH COUNTY IMPACT FEE OFFICE FOR ASSESSMENT |
| | BEFORE PERMIT ISSUANCE. 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. |
| | |
| | 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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. |
| | |
| | THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE |
| | COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR |
| | ON SUBSEQUENT REVIEWS. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
