| Date |
Text |
| 2016-02-10 15:38:23 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15120897 |
| | ADD: 7000 OKEECHOBEE BLVD. BLDG. TYPE III |
| | CONT: ELEV8 CONSTRUCTION CO./ STEVE NAPIER |
| | TEL: 561-891-0414 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: WED. FEB. 10/2016 |
| | ACTION: DENIED |
| | |
| | NOTE: THIS REVIEW IS FOR BUILDING TYPE III, NOT FOR THE |
| | SITE PLAN, OR ANY ASSOCIATED AMENITIES. |
| | |
| | 1) THE PERMIT APPLICATION VALUE OF $2,400,000.00 |
| | DOLLARS IS LOW. THE AUGUST 2015 ICC VALUATION TABLES |
| | LIST THE VALUE AT: BUILDING TYPE: III B AT |
| | $3,713,445.90 DOLLARS. |
| | NOTE, THE MEP AND ROOFING PERMITS, ARE SUB-PERMITS AND |
| | IF NOT SUBMITTED AT THE TIME OF PERMIT ARE A $80.00 |
| | SUB-PERMIT AND ARE INCLUDED IN THE VALUE OF THE |
| | BUILDING COST. ALL OTHER SUB-PERMITS ARE FEED PERMITS. |
| | PLEASE PROVIDE A LIST OF ALL OTHER SUB-PERMITS FOR THE |
| | BUILDING, SUBMIT A LIST OF PERMITS AND BREAK-OUT THE |
| | VALUE FROM THE TOTAL COST TO DETERMINE THE FINAL |
| | VALUATION OF THE BUILDING PERMIT. |
| | |
| | W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT |
| | FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS, |
| | MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS |
| | REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID |
| | AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE |
| | ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY. |
| | |
| | 108.3* 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 UNDER ESTIMATED 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. |
| | |
| | 2) PLEASE NOTE THIS 4 STORY BUILDING IS CONSIDERED A |
| | THRESHOLD BUILDING BY STATE STATUTE, THRESHOLD BUILDING |
| | 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. |
| | |
| | 2A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| | AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| | 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| | REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| | ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| | INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| | REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| | PLACE. |
| | |
| | 2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| | AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| | ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| | OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| | BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| | PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| | FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| | AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | A INTERVIEW MAYBE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| | PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| | ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE |
| | APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| | PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| | COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR |
| | THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE |
| | IN BLACK & WHITE.. |
| | |
| | 2G)NOTICE ONLY, NO ACTION IS REQUIRED. PLEASE CALL THE |
| | CITY OF WEST PALM BEACH?S AUTOMATED TELEPHONE |
| | INSPECTIONS LINE (561) 805-6700) FOR ALL BUILDING |
| | INSPECTIONS FOR AUDITING OF JOBSITE INSPECTIONS WITHOUT |
| | THIS THE PERMIT EXPIRES IN 6 MONTHS, ABANDONMENT OF |
| | JOB, NO INSPECTION ACTIVITY. |
| | |
| | 2H) NOTICE ONLY, NO ACTION IS REQUIRED. 109.3.6 |
| | THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR THRESHOLD |
| | INSPECTORS #26. ASSURE THAT THE DESIGNER HAS REQUIRED |
| | ON THE PLANS OR SPECIFICATIONS ONE MATERIAL, APPROVED |
| | FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND CEILINGS. |
| | |
| | 3) PLEASE NOTE THE SITE ADDRESS HAS BEEN PROVIDED AS |
| | 7000 OKEECHOBEE BLVD. PLEASE CONTACT THE CITY?S |
| | ADDRESSING SPECIALIST FOR ADDRESSING CONCERNS, EITHER |
| | STREET NAMES OR NUMERICAL ADDRESSES TO IDENTIFY EACH |
| | BUILDING. CITY MUNI CODE SEC.78-6 (1-7) |
| | (2) LOCATION, BUILDINGS CONTAINING MORE THAN ONE |
| | ADDRESS. ALL ADDRESSES SHALL BE POSTED ON THAT PORTION |
| | OF THE STRUCTURE FRONTING OR FACING UPON THE STREET OR |
| | PRINCIPAL VEHICULAR ACCESS TO THE PREMISES, SO AS TO BE |
| | READILY VISIBLE TO APPROACHING VEHICLES. OWNERS OR |
| | TENANTS OF ALL HOUSES AND BUILDINGS USING A SERVICE |
| | ALLEY SHALL ALSO POST A NUMBER ON THE SIDE OF THE |
| | BUILDINGS ADJACENT TO AND FACING SUCH ALLEY. IF THE |
| | HOUSE OR BUILDING IS OBSTRUCTED BY A FENCE, THEN THE |
| | NUMBER SHALL BE POSTED ON THE FENCE. THE PLACEMENT OF |
| | NUMBERS ON BUILDINGS OR FENCES, AS THE CASE MAY BE, |
| | SHALL BE SUBJECT TO THE DIRECTION OR APPROVAL OF THE |
| | CITY'S CONSTRUCTION SERVICES DEPARTMENT. BUILDINGS |
| | WHICH CONTAIN MORE THAN ONE RESIDENTIAL, COMMERCIAL, |
| | INDUSTRIAL, OR INSTITUTIONAL ADDRESS SHALL POST A |
| | SEPARATE ADDRESS MEETING THE REQUIREMENTS OF THIS |
| | SECTION AT THE EXTERIOR ENTRANCE TO EACH INDIVIDUAL |
| | ADDRESS OR COMMON EXTERIOR ENTRANCE TO SEVERAL |
| | ADDRESSES THEREIN, AND THE UNIT NUMBER SHALL ALSO BE |
| | POSTED ON THE EXTERIOR DOOR OF EACH UNIT SERVED BY SUCH |
| | A COMMON EXTERIOR ENTRANCE. |
| | (3) MONUMENT SIGNS. ALL MONUMENT SIGNS FOR MULTIPLE |
| | RESIDENTIAL, COMMERCIAL, INDUSTRIAL, OR INSTITUTIONAL |
| | DEVELOPMENTS SHALL POST THE ADDRESS RANGE FOR THE |
| | DEVELOPMENT. THE POSTED ADDRESS RANGE SHALL MEET THE |
| | REQUIREMENTS OF THIS SECTION. |
| | CONTACT: MICHAEL ORIO GIS SUPPORT SPECIALIST/ |
| | INFORMATION TECHNOLOGY |
| | TEL: 561-494-1040 |
| | |
| | 4) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS |
| | COMPLIANCE WITH: 2014 FBC-B 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) MISSING FROM THE SUPPORTING DOCUMENT FOLDER IS A |
| | SURVEY. 2014 FLORIDA BUILDING CODE W 2014 WEST PALM |
| | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER |
| | 1, ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA |
| | FOR BUILDINGS |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | SURVEY / FLOOD ZONE |
| | |
| | 6) UNDER THE 2014 ENERGY CODE THIS 4 STORY/ R2 |
| | OCCUPANCY IS CONSIDERED A COMMERCIAL BUILDING. |
| | RESIDENTIAL BUILDING. FOR THE PURPOSE OF THIS CODE, |
| | INCLUDES GROUP R-3 BUILDINGS, AS WELL AS GROUP R-2 AND |
| | R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE |
| | GRADE PLANE. |
| | |
| | 2014 FBC-ENERGY CODE C401.2. COMMERCIAL BUILDINGS SHALL |
| | COMPLY WITH ONE OF THE FOLLOWING: |
| | 1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1. |
| | 2. THE REQUIREMENTS OF SECTIONS C402, C403, C404 AND |
| | C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY |
| | WITH EITHER SECTION C406.2, C406.3 OR C406.4. |
| | 3. THE REQUIREMENTS OF SECTION C407, C402.4, C403.2, |
| | C404, C405.2, C405.3, C405.4, C405.6 AND C405.7. THE |
| | BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 |
| | PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 7) INCOMPLETE PLANS. THE INDEX SHEET SHOWS FOR |
| | STRUCTURAL SHEETS S1-S5 ARE TO BE WITHIN THIS SET OF |
| | DOCUMENTS. ONLY SHEET S-BUILDING III-ESS WAS UPLOADED. |
| | THERE IS INSUFFICIENT INFORMATION TO DO A COMPLETE |
| | STRUCTURAL REVIEW. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION: |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | 107.3.5.1.1.1 MINIMUM PLAN REVIEW CRITERIA FOR |
| | COMMERCIAL BUILDINGS |
| | (8) STRUCTURAL REQUIREMENTS SHALL INCLUDE: |
| | SOILS CONDITIONS/ ANALYSIS |
| | TERMITE PROTECTION |
| | WIND REQUIREMENTS/ MISSING ROOF PRESSURES |
| | BUILDING ENVELOPE |
| | WALL SYSTEMS |
| | ROOF SYSTEMS |
| | THRESHOLD INSPECTION PLANS |
| | STAIR SYSTEMS |
| | ELEVATOR, SHAFT WAY & PIT DESIGN |
| | |
| | 8A) SHEET S-BUILDING I-ESS SHOWS THE WIND DESIGN |
| | PRESSURES AT 45 FEET ABOVE GRADE EXPOSURE C. A WIND |
| | LOAD CHART WAS PROVIDED FOR WALL ZONES 4 & 5. THE |
| | PRESSURES PROVIDED DO NOT STATE FOR HOW MANY SQUARE |
| | FEET THE CALCULATIONS WERE TAKEN FOR. PLEASE PROVIDE |
| | CALCULATIONS (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., |
| | 50 SQ. FT. & 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND |
| | DESIGN DATA, WIND DESIGN PRESSURES. |
| | |
| | 8B) NOTE THERE WASN?T A ROOF ZONE LAYOUT CHART FOR ROOF |
| | ZONES 1,2 AND 3 PROVIDED. . PLEASE PROVIDE CALCULATIONS |
| | (STATING VASD) FOR 10 SQ. FT., 20 SQ. FT., 50 SQ. FT. & |
| | 100 SQ. FT. 2014 FBC-B 1603.1.4 WIND DESIGN DATA, WIND |
| | DESIGN PRESSURES. |
| | |
| | 9A) MISSING FROM THE SUBMITTED DOCUMENT FILE WERE |
| | PRODUCT APPROVAL DOCUMENTS. EITHER THE DESIGNER OF |
| | RECORD OR CONTRACTOR CAN SUBMIT THE PRODUCT APPROVAL |
| | DOCUMENTS OR ELECT TO HAVE THESE DOCUMENTS BE |
| | CONSIDERED AS A DEFERRED SUBMITTAL. IF THEY PREFER THE |
| | PRODUCT APPROVALS TO BE DEFERRED SUBMITTALS THEY MUST |
| | STATE SO IN THE RESPONSE NARRATIVE. |
| | |
| | 9B) COMPONENTS & CLADDING. 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE |
| | 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS 7 ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (E) SHUTTERS |
| | (F) SKYLIGHTS |
| | (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C |
| | STANDS |
| | |
| | 9C) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 9D) 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. |
| | |
| | 9E) 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. IF SO RAS 117 |
| | CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT |
| | OR ENGINEER. |
| | |
| | 9F) FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF DECK AS WELL AS FROM |
| | THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. 2014 |
| | 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) THIS IS A GENERAL COMMENT THAT WILL PERTAIN TO ALL |
| | FLOORS. PLEASE PROVIDE TEST REPORTS SHOWING COMPLIANCE |
| | WITH: |
| | |
| | 10A) NOTE THIS NOTE APPLIES TO FLOORS 2-4 ONLY. FBC-B |
| | 2014 1207.3 STRUCTURE-BORNE SOUND. FLOOR/CEILING |
| | ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING |
| | UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE |
| | SHALL HAVE AN IMPACT INSULATION CLASS (IIC) RATING OF |
| | NOT LESS THAN 50 (45 IF FIELD TESTED) WHEN TESTED IN |
| | ACCORDANCE WITH ASTM E 492. |
| | |
| | 10B) THIS NOTE APPLIES TO WALLS ON ALL FLOORS. WALL |
| | TYPES FOUND ON SHEET A8.01, THE WALL TYPES DO NOT |
| | PROVIDE THE REQUIRED STC RATING NOR TEST RESULTS IN |
| | ACCORDANCE WITH: FBC-B 2014 1207.2 AIR-BORNE SOUND. |
| | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES |
| | SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM |
| | PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION |
| | CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) |
| | FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM |
| | E 90. |
| | |
| | 10C) TYPE III-TYPE V CONSTRUCTION: FBC-B-2014 720.2 |
| | CONCEALED INSTALLATION. |
| | INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN |
| | BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A |
| | FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A |
| | SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. |
| | FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS |
| | A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL |
| | MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A |
| | MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. |
| | |
| | 11) 1ST FLOOR/ SHEET A2.02.III: |
| | 11A) COMMON CORRIDOR THE WALL TYPES ARE NOT DEPICTED |
| | FOR THE RESIDENTIAL UNITS. ADDITIONAL INFORMATION |
| | REQUIRED FOR RATED WALL. 107.2.1.3. IN UNIT TYPES A & B |
| | THE CORRIDOR SHOWS AN ITEM 11 A 4 INCH RAIN LEADERS THE |
| | WALL TYPE IS NOT IDENTIFIED. |
| | |
| | 11B) THE COMMON CORRIDOR WALL (BLOCK WALL TYPE FOUND ON |
| | A8.01) THAT IS CALLED OUT IN ALL OF THE TENANT SUITES |
| | BUT THIS SHEET ONLY TELLS THE UL DESIGN NUMBER, THE |
| | COMPONENTS IN THE UL LISTING ARE NOT DEPICTED AS IN THE |
| | UL LISTING. THE OTHER ISSUE IS WITH THE UL LISTING FOR |
| | ALL BLOCK WALLS TO THE FLOOR/SLAB CEILING ASSEMBLY |
| | ABOVE, THE DECK TYPE IS UNKNOWN SINCE THE STRUCTURAL |
| | SHEETS WERE LEFT OUT FOR FLOOR SLABS 2-4 AND THE ROOF |
| | ASSEMBLY. HOW WILL COMPLIANCE WITH THE 2014 FBC-B 715.1 |
| | GENERAL. |
| | JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED |
| | WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR |
| | ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST |
| | THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE |
| | REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR |
| | ROOF IN OR BETWEEN WHICH IT IS INSTALLED. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| | ACCORDANCE WITH SECTION 715.3. DEPENDING ON THE MAKE UP |
| | OF THE FLOOR AND ROOF ASSEMBLIES THERE MAY BE |
| | DISSIMILAR MATERIALS. |
| | |
| | 11C) COMMON COMMENT FOR ALL FLOORS. THE COMMON WALL |
| | BETWEEN ALL TENANT SUITES IDENTIFIED AS WALL TYPE A IS |
| | A DRYWALL AND METAL STUD WALL LISTED AS UL # 465. THERE |
| | IS NO SUCH LISTING. THERE IS A UL U465 PLEASE CORRECT |
| | PLANS AND PROVIDE THE BACK UP DETAILS FOR THE INSPECTOR |
| | TO BE ABLE TO REFER TO THE DETAIL FOR THE REQUIRED MAKE |
| | UP OF THE SYSTEM. NOTE UL DOES NOT PROVIDE A STC RATING |
| | OF THE WALL. SINCE THIS WILL BE A WALL ASSEMBLY WITH |
| | DISSIMILAR MATERIALS TO THE FLOOR CEILING AND ROOF DECK |
| | ASSEMBLY HOW WILL THE FIRE RATING BE MAINTAINED IN |
| | ACCORDANCE WITH 2014 FBC-B 715.1 JOINTS INSTALLED IN OR |
| | BETWEEN FIRE-RESISTANCE RATED WALLS, FLOOR OR |
| | FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING |
| | ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED |
| | FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE |
| | PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE |
| | REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR |
| | ROOF IN OR BETWEEN WHICH IT IS INSTALLED. |
| | FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| | ACCORDANCE WITH SECTION 715.3. |
| | 715.3 FIRE TEST CRITERIA. FIRE-RESISTANT JOINT SYSTEMS |
| | SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF |
| | EITHER ASTM E 1966 OR UL 2079. |
| | |
| | 11D) THE PRIVATE INDIVIDUAL GARAGES ONLY SHOW AN |
| | OVERHEAD GARAGE DOOR AS A MEANS OF EGRESS. THE |
| | EXCEPTION 1 OF 1008.1.2 DOES ALLOW FOR THE USE OF OTHER |
| | THAN A SWING TYPE DOOR WHEN THE OCCUPANT LOAD IS LESS |
| | THAN 10. |
| | |
| | 11E) THE GARAGES ALL SHOW ON SHEET E1.01 & E5.01 |
| | CIRCUITRY TO INCLUDE A GARAGE DOOR OPENER. PLEASE |
| | PROVIDE COMPLIANCE WITH THE 2014 FBC-B 406.3.5 |
| | AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE DOOR |
| | OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE |
| | WITH UL 325. IF THERE IS A POWER FAILURE OR A |
| | MECHANICAL BREAKDOWN WITHOUT ANY OTHER MEANS OF EGRESS |
| | HOW WILL ENTRY INTO A GARAGE BE ACHIEVED. 107.2.1.3. |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 11F)THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE |
| | WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY |
| | SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE |
| | ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE |
| | BUILDING CODE REQUIREMENTS. |
| | |
| | 11F)(1) 2014 FBC-B 420.5 SMOKE DETECTION AND FIRE ALARM |
| | SYSTEMS. FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE |
| | PROVIDED IN GROUP I-1, R-1 AND R-2 OCCUPANCIES IN |
| | ACCORDANCE WITH SECTIONS 907.2.6, 907.2.8 AND 907.2.9, |
| | RESPECTIVELY. SINGLE-OR MULTIPLE-STATION SMOKE ALARMS |
| | SHALL BE IN ACCORDANCE WITH SECTION 907.2.11. |
| | 907.2.9 GROUP R-2. FIRE ALARM SYSTEMS AND SMOKE ALARMS |
| | SHALL BE INSTALLED IN GROUP R-2 OCCUPANCIES AS REQUIRED |
| | IN SECTIONS 907.2.9.1 THROUGH 907.2.9.3. |
| | |
| | 11F)(2) 907.2.11.2 GROUPS R-2. 907.2.11.SINGLE- OR |
| | MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED AND |
| | MAINTAINED IN GROUPS R-2, R-3, R-4 AND I-1 REGARDLESS |
| | OF OCCUPANT LOAD AT ALL OF THE FOLLOWING LOCATIONS: |
| | 1. ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE |
| | SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. |
| | 2. IN EACH ROOM USED FOR SLEEPING PURPOSES. |
| | |
| | 11G) THIS COMMENT COMMON TO ALL FLOORS. PLEASE NOTE |
| | WITHIN THIS SET OFF DOCUMENTS THERE ARE NO LIFE SAFETY |
| | SHEETS TO REVIEW. PLEASE IDENTIFY THESE ISSUES ON THE |
| | ARCHITECTURAL FLOOR PLANS SINCE THEY RELATE TO THE |
| | BUILDING CODE REQUIREMENTS. |
| | 2014 FBC-B 908.7 CARBON MONOXIDE PROTECTION. EVERY |
| | SEPARATE FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS |
| | ISSUED AND HAVING A FOSSIL-FUEL BURNING HEATER OR |
| | APPLIANCE, A FIREPLACE, AN ATTACHED GARAGE, OR OTHER |
| | FEATURE, FIXTURE, OR ELEMENT THAT EMITS CARBON MONOXIDE |
| | AS A BYPRODUCT OF COMBUSTION SHALL HAVE AN OPERATIONAL |
| | CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH |
| | ROOM USED FOR SLEEPING PURPOSES IN THE NEW AT SUCH |
| | OTHER LOCATIONS AS REQUIRED BY THIS CODE. |
| | 908.7.2 COMBINATION ALARMS. COMBINATION SMOKE/CARBON |
| | MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A |
| | NATIONALLY RECOGNIZED TESTING LABORATORY. |
| | |
| | 11H)(1) THE PLANS INDICATE THIS IS A 4 STORY BUILDING |
| | WITH A TRAVEL DISTANCE OF 40 FEET. THIS INVOKES THE |
| | AMBULANCE STRETCHER REQUIREMENTS FOUND IN FBC-B 3002.4. |
| | PLEASE DEPICT COMPLIANCE WITH THIS CODE SECTION: |
| | 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER. |
| | ANY BUILDING THAT IS MORE THAN THREE STORIES HIGH OR IN |
| | WHICH THE VERTICAL DISTANCE BETWEEN THE BOTTOM TERMINAL |
| | LANDING AND THE TOP TERMINAL LANDING EXCEEDS 25 FEET |
| | (7620 MM), MUST BE CONSTRUCTED TO CONTAIN AT LEAST ONE |
| | PASSENGER ELEVATOR THAT IS OPERATIONAL FOR BUILDING |
| | OCCUPANTS AND FIRE DEPARTMENT EMERGENCY ACCESS TO ALL |
| | FLOORS. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND |
| | ARRANGEMENT TO ACCOMMODATE AN AMBULANCE STRETCHER 24 |
| | INCHES BY 76 INCHES (610 MM BY 2134 MM) WITH NOT LESS |
| | THAN 5-INCH (127 MM) RADIUS CORNERS? |
| | |
| | 11H)(2) 3004.2.4 REQUIRED STAR OF LIFE SYMBOL, SHALL BE |
| | IN THE HORIZONTAL, OPEN POSITION AND SHALL BE |
| | IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY |
| | MEDICAL SERVICES (STAR OF LIFE). THE SYMBOL SHALL NOT |
| | BE LESS THAN 3 INCHES (76 MM) IN HEIGHT AND SHALL BE |
| | PLACED INSIDE ON BOTH SIDES OF THE HOSTWAY DOOR FRAME. |
| | |
| | 11H)(3) 3002.3 EMERGENCY SIGNS. IN APPROVED PICTORIAL |
| | SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT |
| | TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING |
| | OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE |
| | ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE |
| | OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS |
| | |
| | 11I) PLEASE PROVIDE CODE COMPLIANCE WITH: FBC-B |
| | 3011.1(1-3) ELECTROLYSIS PROTECTION FOR UNDERGROUND |
| | HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY INSTALLED |
| | UNDERGROUND HYDRAULIC PRESSURE CYLINDERS SHALL BE |
| | ENCASED IN OUTER PLASTIC CONTAINMENT TO MINIMIZE |
| | ELECTROLYTIC CORROSION BETWEEN THE METAL CYLINDER AND |
| | GROUND CATHODE. |
| | |
| | 11J) THE BLOCK WALL TYPE SURROUNDING THE ELEVATOR |
| | HOISTWAY AND TRASH ROOM DO NOT HAVE WALL IDENTIFICATION |
| | TAGS FOR EITHER A 2 HOUR REQUIRED WALL IN THE ELEVATOR |
| | SHAFT (3002.1 HOISTWAY ENCLOSURE PROTECTION) NOR THE 1 |
| | HOUR RATED WALL FOR THE TRASH ROOM TABLE 509. |
| | |
| | 11K) THERE IS A NOTE ON THE PLANS STONE VENEER BY |
| | CULTURED STONE LEDGE STONE VENEER TYPE. SHEET |
| | A8.08.PAGE 8 OF THE MANUFACTURERS BROCHURE INDICATES |
| | BUILDING CODE REQUIREMENTS VARY FROM AREA TO AREA. |
| | CHECK WITH LOCAL AUTHORITIES FOR BUILDING CODE |
| | REQUIREMENTS IN YOUR AREA. THIS PRODUCT HAS CODE |
| | COMPLIANCE EVALUATION AND LISTING, TEST ICC-ESESR-1364. |
| | PLEASE SUBMIT REPORT TO VERIFY COMPLIANCE WITH EITHER |
| | 1405.7 STONE VENEERS/ ANCHORED OR 1405.10 ADHERED |
| | MASONRY VENEERS. |
| | |
| | 11L) THERE ARE NO WALL SECTION DETAILS OF THE CULTURED |
| | STONE LEDGE STONE VENEER IN RELATION TO THE FOUNDATION |
| | AND COMPLIANCE WITH: 2014 FBC-B 1405.10.1.3 CLEARANCES. |
| | ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE |
| | INSTALLED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE |
| | EARTH, OR A MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED |
| | AREAS, OR A MINIMUM OF 1/2 INCH (12 MM) ABOVE EXTERIOR |
| | WALKING SURFACES WHICH ARE SUPPORTED BY THE SAME |
| | FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. |
| | |
| | 12) SHEET A3.05 SHOWS A OPEN STAIRWELL ON THE 1ST FLOOR |
| | THROUGH THE 4TH FLOOR BUT THE STAIRWAY FROM THE 4TH |
| | FLOOR TO THE ROOF DOES NOT MEET THE REQUIREMENTS FOR |
| | OPENNESS. |
| | 2014 FBC-B 1026.3 OPEN SIDE. EXTERIOR EXIT STAIRWAYS |
| | AND RAMPS SERVING AS AN ELEMENT OF A REQUIRED MEANS OF |
| | EGRESS SHALL BE OPEN ON AT LEAST ONE SIDE. AN OPEN SIDE |
| | SHALL HAVE A MINIMUM OF 35 SQUARE FEET (3.3 M2) OF |
| | AGGREGATE OPEN AREA ADJACENT TO EACH FLOOR LEVEL AND |
| | THE LEVEL OF EACH INTERMEDIATE LANDING. THE REQUIRED |
| | OPEN AREA SHALL BE LOCATED NOT LESS THAN 42 INCHES |
| | (1067 MM) ABOVE THE ADJACENT FLOOR OR LANDING LEVEL. |
| | CONSTRUCTION FROM THE 4TH FLOOR WILL BE THAT REQUIRED |
| | FLOOR ENCLOSED STAIRS. 1022.2 CONSTRUCTION. FOR THIS |
| | CONSTRUCTION WE ARE LOOKING FOR A 1 HOUR ENCLOSURE. |
| | |
| | 13) SHEETS A8.01 DETAILS 1 & 2 SHOW A ALFOIL (R 4.1) |
| | WALL INSULATION WHERE AS A8.02 DETAIL 6 & 8 |
| | SHOWS WALL INSULATION WITH A (R 5.1) VALUE, IS THIS A |
| | DISCREPANCY? WALL INSULATION WILL NEED TO MEET THE |
| | VALUES IN THE ENERGY EFFICIENCY RATINGS GIVEN IN THE |
| | ENERGY SUBMITTAL. |
| | |
| | 14) SHEET A8.03: |
| | 14A) DETAIL # 2 SHOWS A SUB-BUCK THAT IS SHORT ON THE |
| | INTERIOR SIDE. FBC-B UNLESS OTHERWISE TESTED, BUCKS |
| | SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR |
| | DOOR FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS |
| | PROVIDED. |
| | |
| | 14B) DETAIL #2 IS A WINDOW SILL DETAIL, PLEASE PROVIDE |
| | COMPLIANCE WITH FBC-B 1405.4 FLASHING SHALL BE |
| | INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW |
| | ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR |
| | WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH |
| | ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR |
| | PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR |
| | LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. |
| | |
| | 14C) DETAIL # 10 IS FOR A HANDRAIL ATTACHMENT TO WALL |
| | AND SHOWS A CLEAR SPACE BETWEEN THE HANDRAIL OF 2 ? |
| | INCHES. THE 2014 FBC-B 102.7 CLEARANCES INDICATES A 1 ? |
| | INCHES BETWEEN THE WALL AND HANDRAIL. |
| | |
| | 15) SHEET A8.02 DETAIL # 11 SHOWS A SLIDING GLASS DOOR |
| | WITH A ? INCH HIGH TRACK SYSTEM. PLEASE NOTE THAT |
| | WITHIN THE PRODUCT APPROVALS FOR SLIDING GLASS DOORS |
| | THERE ARE NOTES THAT A TRACK WITH A ? INCH HEIGHT IS |
| | NOT WATER RESISTANT THIS NOTE IS ON ALL SLIDING GLASS |
| | DOOR APPROVALS. |
| | |
| | 16) SHEET A4.01: UNIT A.1 |
| | 16A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN |
| | APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN |
| | ACCORDANCE WITH ANSI A117.1-98. 305. |
| | |
| | 16B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE |
| | NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE. |
| | THE PLANS ARE SILENT AS TO THE APPROACH AND REACH |
| | RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH |
| | RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2 |
| | CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS. |
| | |
| | 17) SHEET A4.02: UNIT B.1. |
| | |
| | 17A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN |
| | APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN |
| | ACCORDANCE WITH ANSI A117.1-98. 305. |
| | |
| | 17B) UNIT B1 THE PLANS SHOW IN THE FIXTURE SCHEDULE |
| | NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE. |
| | THE PLANS ARE SILENT AS TO THE APPROACH AND REACH |
| | RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH |
| | RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2 |
| | CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS. |
| | |
| | 18) SHEET A4.03: UNIT C.1 |
| | |
| | 18A) PLEASE SHOW THE CLEAR FLOOR SPACE FOR ALL KITCHEN |
| | APPLIANCES. EITHER FRONTAL OR SIDE APPROACH IN |
| | ACCORDANCE WITH ANSI A117.1-98. 305. |
| | |
| | 18B) UNIT A1 THE PLANS SHOW IN THE FIXTURE SCHEDULE |
| | NOTE 14 TO BE AN OVEN/ RANGE W/ MICROWAVE HOOD ABOVE. |
| | THE PLANS ARE SILENT AS TO THE APPROACH AND REACH |
| | RANGES. ANSI A117.1-98, 308.3.2 OBSTRUCTED HIGH REACH |
| | RANGE FIGURE 308.3.2 (A) AND 309. OPERABLE PARTS 309.2 |
| | CLEAR FLOOR SPACE, 309.1 HEIGHT AND 309.4 OPERATIONS. |
| | |
| | 19) THE ROOF PLAN A2.02 III INDICATES THE HEIGHT OF THE |
| | PARAPET SECTIONS OF WALL BUT NOT THE ELEVATION AT THE |
| | ROOF DRAINS, EMERGENCY OVERFLOWS NOR THE HIGH PINT OF |
| | THE ROOFING SYSTEM LOCATED AT THE HIGH POINT THE WALL |
| | LINE. PLEASE SHOW COMPLIANCE WITH THE 2014 FBC-B |
| | 1503.4. ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH SECTION |
| | 1503 AND CHAPTER 11 OF HE FLORIDA BUILDING CODE, |
| | PLUMBING. |
| | |
| | 20) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. 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. |
| | |
| | 21) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY. 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
