| Date |
Text |
| 2016-07-11 15:39:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16060181 |
| | ADD: 1301 MERCER AVE. |
| | CONT: STOR-ALL CONSTRUCTION |
| | TEL: 561-966-0056 |
| | 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: MON. JUNE 11/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) THE BUILDING VALUATION IS LOW FOR THE BUILDING TYPE |
| | AND OCCUPANCY. THE JUNE 2016 IIC TABLES LIST THE VALUE |
| | OF THIS PROJECT AT $9,880,466.00 DOLLARS. 109,954 SQ. |
| | FT. X $89.86= $9,880,466.00. |
| | 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) THIS BUILDING BEING A 5 STORY BUILDING IS CONSIDERED |
| | A 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) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| | DOCUMENTS BY THE CONTRACTOR. |
| | |
| | 2E) 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' |
| | |
| | 2F) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 2G) 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.. |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| | BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING SPECIAL INSPECTORS. |
| | |
| | 2H) 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. |
| | |
| | 2I) 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) SHEET S0.0. PROVIDES THE WIND DESIGN CRITERIA. THE |
| | EXPOSURE IS LISTED AS A ?C? EXPOSURE. EXPOSURES FOR THE |
| | BUILDING ARE TAKEN FOR THE WORST CASE SCENARIO. THERE |
| | IS OVER 5000 FEET OF WATER TO THE NORTH AND NNW MEETING |
| | THE DEFINITION OF EXPOSURE D. 1609.4 EXPOSURE CATEGORY. |
| | 1609.4.3 EXPOSURE CATEGORIES. |
| | AN EXPOSURE CATEGORY SHALL BE DETERMINED IN ACCORDANCE |
| | WITH THE FOLLOWING: EXPOSURE D. EXPOSURE D SHALL APPLY |
| | WHERE THE GROUND SURFACE ROUGHNESS, AS DEFINED BY |
| | SURFACE ROUGHNESS D, PREVAILS IN THE UPWIND DIRECTION |
| | FOR A DISTANCE OF AT LEAST 5,000 FEET (1524 M) OR 20 |
| | TIMES THE HEIGHT OF THE BUILDING, WHICHEVER IS GREATER. |
| | EXPOSURE D SHALL ALSO APPLY WHERE THE GROUND SURFACE |
| | ROUGHNESS IMMEDIATELY UPWIND OF THE SITE IS B OR C, AND |
| | THE SITE IS WITHIN A DISTANCE OF 600 FEET (183 M) OR 20 |
| | TIMES THE BUILDING HEIGHT, WHICHEVER IS GREATER, FROM |
| | AN EXPOSURE D CONDITION AS DEFINED IN THE PREVIOUS |
| | SENTENCE. |
| | |
| | 4) WITH THE PRESSURES GIVEN ON SHEET S0.1 THE PRESSURES |
| | WILL BE HIGHER SEE THE 2014 FBC-B TABLE 1609.7(2) |
| | ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, |
| | (?). 55FT./ EXPOSURE D ADJUSTMENT FACTOR OF 1.84. |
| | PRESSURES WILL NEED TO BE RECALCULATED. |
| | |
| | 5) SHEET S0.1 THE CHART FOR COMPONENTS & CLADDING |
| | PRESSURES THERE ARE ROOF ZONES 1 FOR THE INTERIOR ZONE |
| | AND WHAT APPEARS TO BE TWO ZONE 3 CATEGORIES, NO |
| | PERIMETER ZONE # 2? ASCE 7-10 FIGURE 30.5.1 . |
| | |
| | 6) SHEET S0.1 PLEASE PROVIDE THE COMPONENT AND CLADDING |
| | IN VULT AND IN VASD. ALL OF THE PRODUCT APPROVALS ARE |
| | IN VASD, THE INSPECTORS IN THE FIELD NEED THE PLANS IN |
| | VASD TO MATCH THE PRODUCT APPROVAL. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 7) PLEASE NOTE THERE IS NO DOOR SCHEDULE LISTED IN THE |
| | DRAWING INDEX AND ON SHEET A5.3 IN THE HARDWARE |
| | SCHEDULE NEITHER EXIT STAIR TOWER 1 OR 2 DOOR HARDWARE |
| | SHOW A FIRE RATING . SEE 2014 FBC-B 1009.3.1.2. |
| | STAIRWELL 4 STORIES AND MORE REQUIRE A 2 HR. FIRE |
| | RATING AND TABLE 716.5 REQUIRES 1 ? HOUR PROTECTIVES. |
| | |
| | 8) SHEET A-1.1 SHOWS THE ELEVATOR MACHINE ROOM AND THE |
| | ELECTRICAL ROOM AS 2 HOUR FIRE RATING, AGAIN NO DOOR |
| | SCHEDULE, REQUIRES 1 ? HOUR PROTECTIVE FOR A 2 HOUR |
| | RATED WALL. 2014 FBC-B TABLE 716.5. |
| | |
| | 9A) SHEETS A-4.5 & A-4.6 BOTH SHOW A SIDE VIEW OF THE |
| | STAIRWELLS. THE 1ST FLOOR OF THE STAIR IN BOTH |
| | STAIRWELLS DOES NOT SHOW COMPLIANCE WITH: 2014 |
| | FBC-ACCESSIBILITY CODE 307.4 AND FIGURE 307.4. |
| | |
| | 9B) BOTH SHEETS A-4.5 & A-4.6 SHOW THE RISE AND RUN OF |
| | THE STAIRS, BUT PLANS DO NOT INDICATE IF THE STAIRS ARE |
| | TO HAVE SOLID RISERS. FBC-B 101009.7.5.3. |
| | |
| | 9C) SHEETS A-4.5 & A-4.6 NEITHER SHOW COMPLIANCE WITH |
| | FBC-B 905.4. LOCATION OF CLASS I STANDPIPE(1) IN EVERY |
| | REQUIRED STAIRWAY. |
| | |
| | 10) SHEET A-1.1 THE ELEVATOR CAB DOES NOT INDICATE WITH |
| | STRETCHER REQUIREMENTS, SEE FBC-B 3002.4 ELEVATOR CARS |
| | TO ACCOMMODATE AMBULANCE STRETCHERS. |
| | |
| | 11) SHEET A-4.5 DETAIL 4 INDICATES WHAT APPEARS TO BE A |
| | HYDRAULIC ELEVATOR, PLEASE PROVIDE COMPLIANCE WITH |
| | FBC-B 3011.1 ELECTROLYSIS PROTECTION FOR UNDERGROUND |
| | HYDRAULIC ELEVATOR CYLINDERS. |
| | 12) BOTH A-1.6 AND M6 SHOWS ROOF TOP COMPRESSORS ON TOP |
| | OF A/C STANDS. PLEASE SUBMIT THE PRODUCT APPROVAL FOR |
| | THE ROOF TOP STANDS. PROVIDE ANCHORING FOR THE STAND AS |
| | WELL AS THE UNIT TO THE STAND. 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)(G) PRE-ENGINEERED A/C STANDS. |
| | 2014 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. |
| | |
| | 13) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE. THE REGISTERED DESIGN PROFESSIONAL |
| | IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR |
| | REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED |
| | BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL |
| | ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE |
| | BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 14) SHEET A-0.3 INDICATES THIS BUILDING IS TO BE FIRE |
| | SPRINKLERED AND TO TAKE A ONE STORY INCREASE. NO FIRE |
| | SPRINKLER PLANS WERE SUBMITTED. 105.3.1.2 NO PERMIT MAY |
| | BE ISSUED FOR ANY BUILDING CONSTRUCTION,(2) FIRE |
| | SPRINKLER DOCUMENTS FOR ANY NEW BUILDING OR ADDITION |
| | WHICH INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS |
| | 50 OR MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR |
| | II OR CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521, |
| | FLORIDA STATUTES, MAY DESIGN A FIRE SPRINKLER SYSTEM OF |
| | 49 OR FEWER HEADS AND MAY DESIGN THE ALTERATION OF AN |
| | EXISTING FIRE SPRINKLER SYSTEM IF THE ALTERATION |
| | CONSISTS OF THE RELOCATION, ADDITION OR DELETION OF NOT |
| | MORE THAN 49 HEADS, NOTWITHSTANDING THE SIZE OF THE |
| | EXISTING FIRE SPRINKLER |
| | SYSTEM. ALSO REVIEW FLORIDA ADMINISTRATIVE CODE |
| | 61G15-32.004 |
| | |
| | 15) THE ROOFING PRODUCT APPROVAL SUBMITTED FL -16730 |
| | GAF SINGLE PLY SYSTEM. NO SUB-SYSTEM WAS CIRCLED W/ |
| | ASSOCIATED PREUSSRES, MAY REQUIRE ENHANCED FASTENING. |
| | |
| | 16) 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. |
| | |
| | 17) 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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