Date |
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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] |
| |
| |