| Date |
Text |
| 2012-08-10 12:46:46 | BUILDING PLAN REVIEW |
| | PERMIT: 12070945 |
| | ADD: 550 S ROSEMARY # 151 |
| | CONT: RCC ASSOCIATES, INC. |
| | TEL: (561)856-6655 (NEYITA) |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | 2010 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 |
| | ACTION: DENIED |
| | |
| | 1) SHEETS A-7.1 DETAIL # 1, S-1 & S-2 ALL INDICATE |
| | STRUCTURAL WORK TO BE COMPLETED UNDER THIS PERMIT. |
| | FLORIDA S 553.71(7) CONSIDER THIS A THRESHOLD BUILDIING |
| | AND THE CLIENT WILL NEED TO PROVIDE A SPECIAL INSPECTOR |
| | TO PERFORM STRUCTURAL INSPECTIONS ON THE THRESHOLD |
| | BUILDING. |
| | THRESHOLD INSPECTION PLAN 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. |
| | |
| | 1A) 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A |
| | 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. |
| | |
| | 1B) 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. CONTACT KEN CONRAD MANAGER OF THE SPECIAL |
| | INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER |
| | INFORMATION |
| | BEFORE THE PERMIT MAY BE ISSUED. |
| | |
| | 1C) THRESHOLD BLDG, REQUIRED STATEMENT: |
| | W.P.B. AMENDMENT 109.3.6.4.4 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 PR 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. |
| | |
| | 1D) THREE SETS OF PLANS REQUIRED FOR THRESHOLD |
| | BUILDINGS. |
| | ------------------------------------------------------- |
| | ----------------------------------- |
| | NOTE: |
| | 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. |
| | ------------------------------------------------------- |
| | ------------------------------------- |
| | |
| | A (SOFT HOLD), WILL BE PUT ON THIS PROJECT ALL REVIEWS |
| | WILL CONTINUE THROUGH THE PLAN REVIEW PROCESS, JUST GET |
| | ISSUED UNTIL THESE ITEMS ARE COMPLETED AS REQUESTED BY |
| | THE CHIEF BUILDING INSPECTOR KEN CONRAD: |
| | |
| | PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR |
| | IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS. |
| | |
| | 1D) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONCRETE RESTORATION. |
| | THIS MAY BE SUBMITTED TO KEN CONRAD BY E-MAIL. KEN |
| | CONRAD: [email protected] |
| | |
| | 1E)) 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, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | CONTACT KEN CONRAD |
| | TEL: 561-805-6666 |
| | E-MAIL: [email protected] |
| | |
| | 2) COVER SHEET CS-1 MINIMUM BUILDING TYPE IS INDICATED |
| | AS A TYPE II BUILDING, WHEN BUILT UNDER THE 2004 SBC. |
| | CURRENTLY SINCE THE 2004 FBC WAS ADOPTED AND TYPE VI |
| | CONSTRUCTION WAS ELEMINATED THE NEW MINIMUM BUILDING |
| | TYPE FOR THIS BUILDING IS A BUILDING TYPE IB PLEASE |
| | UPDATE PLANS, THIS DOES EFFECT THE FIRE RESISTANCE |
| | RATINGS FOR STRUCTURAL MEMBERS PER 2010 FBC-B TABLE |
| | 601. |
| | |
| | 3A) A CONCERN THAT IS FOUND ON SHEET A-7.1 DETAIL 1 |
| | INDICATES THE EXISTING STEEL STUD FRAMEWORK ABOVE THE |
| | THE NEW STEEL TUBING STRUCTURAL FRAME IS INDICATED AS |
| | EXISTING. |
| | PLEASE CONFIRM THE EXISTING STUD WALL WAS BUILT USING |
| | STRUCTURAL STEEL STUDS 20 GAUGE AND NOT INTERIOR GAUGE |
| | STEEL STUDS. 2010 FBC-B 2506.2 & TABLE 2506.2. |
| | |
| | 3B) SHEET A-0.4 THE SECOND CONCERN IS THE STEEL STUD |
| | FRAMING BETWEEN THE NEWLY FORMED LOGGIA AND TENAT SPACE |
| | TO THE NORTH, THIS WAS AN INTERIOR WALL AND NOW AN |
| | EXTERIOR WALL, AGAIN HAS THIS BEEN REVIEWED FOR |
| | EXTERIOR BEARING STEEL STUDS CAPABLE OF RESISTING WIND |
| | LOADING. 2010 FBC-B 2506.2 & TABLE 2506.2 / 1609.6.4.1 |
| | MAIN WIND FORCE RESISTING SYSTEM. |
| | |
| | 4) SHEET A-1; |
| | |
| | 4A) DETAIL 2/ A-1.2 INDICATES A NEW WALL SECTION THAT |
| | SEPERATES THE INTERIOR AND EXTERIOR, THERE IS NO |
| | MENTION OF STRUCTURAL STEEL VERTICAL TUBING NOR DOES |
| | THE DETAIL INDICATE THESE STUDS ARE TO BE STRUCTURAL |
| | STEEL STUDS CAPABLE OF RESISTING WIND. THE SECOND ISSUE |
| | WITH THIS DETAIL VERSES S-2 THE STRUCTURAL PLANS DO NOT |
| | PROVIDE TYPE OF STEEL STUD TO BE INSTALLED NOR |
| | INFORMATION ON THE ANCHORING OF THE WALL SYSTEM. 2010 |
| | FBC-B 1609.6.4.1 MAIN WIND FORCE RESISTING SYSTEM. |
| | |
| | 4B) DETAIL 8/ A-1.2 INDICATES A DETAIL WITH A STEEL |
| | COLUMN AND A BUILDOUT SURROUND LOCATED IN A 1 HOUR |
| | RATED WALL PLEASE PROVIDE A WALL ASSEMLBY WITH DRYWALL |
| | LOCATED ON ONE SIDE AS DEPICTED IN THIS DETAIL. 2010 |
| | FBC-B709.1.6. |
| | |
| | 5) SHEET A-2.3: |
| | |
| | 5A) SHEET A-2.3 NOTES 26-30 AND SHEET A-121.0 BOTH |
| | INDICATE THE USE OF DRAPERIES, PLEASE PROVIDE CODE |
| | COMPLIANCE FOR 803.5 & 803.6. |
| | |
| | 5B) EXTERIOR AWNINGS ARE TO BE REVIEWED UNDER SEPERATE |
| | PERMIT . 105.1. |
| | |
| | 6) SHEET A-6 & A-8 BOTH INDICATE THE USE OF FOAM |
| | COLUMNS AND TRIM, FBC-B 806.3 FOAM PLASTIC.A-7.1 FOAM |
| | CROWN AND FAUX WOOD BEAMS. FOAM PLASTIC USED AS TTRIM |
| | IN ANY OCCUPANCY SHALL COMPLY WITH SECTION |
| | 2604.2.(1-4). |
| | |
| | 7) SHEET A-7 DETAIL # 4 INDICATES 2 UL LISTINGS, PLEASE |
| | PROVIDE THE LISTING FOR INSPECTORS USE IN THE FIELD. |
| | 107.2.1.3. ADDITIONAL INFORMATION REQUIRED. 708.3 |
| | MATERIALS. |
| | |
| | 8) SHEET A-9 DETAIL # 12 PLEASE REVIEW SECTION 604.5.2 |
| | & FIGURE 604.5.2. |
| | |
| | 9) 2010 FBC 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.. |
| | |
| | 10) 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. |
| | ( (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 11) 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| | CHAPTER 6 OF ASCE 7-10. |
| | 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| | 1609.3 WIND SPEED CONVERSION |
| | 1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| | FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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