| Date |
Text |
| 2012-09-26 09:04:30 | BUILDING PLAN REVIEW |
| | PERMIT: 12080314 |
| | ADD: 429 25TH ST |
| | CONT: TO BE DETERMINED |
| | TEL: (202) 375-4753 |
| | 2010 FLORIDA BUILDING CODE W |
| | * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| | |
| | DESIGNER OF RECORD: RAFAEL A RODRIGUEZ AR0016608 |
| | |
| | 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. |
| | |
| | 2ND REVIEW |
| | SEPT. 26/ 2012 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. |
| | |
| | 3) 2ND REQUEST. SEMI-COMPIED. |
| | COMMENT FROM 1ST REVIEW: |
| | SHEET A1, A2 & A5 THE RIGHT SIDE ELEVATION INDICATE THE |
| | USE OF ONLY ONE (EXTERIOR) STAIR WITH MULTIPLE DOOR AND |
| | WINDOW OPENINGS WITHIN TEN FEET OF THE STAIR & LANDING, |
| | PLEASE REVIEW SECTION 2010 FBC-B 1026.6 AND FIGURE |
| | 1023.1 2007 FBC-B COMMENTARY FOR AREAS RESTRICTION OF |
| | NO WINDOWS AND AREAS WHERE 3/4 HOUR OPENING PROTECTIVES |
| | CAN OCCUR. |
| | COMMENT FROM 2ND REVIEW: FROM BOTH RESIDENTIAL UNITS |
| | FROM THE SECOND FLOOR THEY SHARE A SINGLE EXIT EXTERIOR |
| | STAIRWAY. FROM UNIT B THE OCCUPANTS STILL HAVE TO |
| | TRAVEL PAST UNPROTECTED OPENINGS WITHIN 10 FT OF |
| | UNPROTECTED OPENINGS. 2010 FBC-B 1026.1 & TABLE 715.4. |
| | |
| | 4) 2ND REQUEST. SHEET A1 1ST FLOOR FRONT WINDOWS THAT |
| | FACE 25TH STREET, WINDOW TYPE "A" FIVE UNITS WITH A |
| | STRUCTURAL MULLION 6"X2"X3/8" STRUCTURAL TUBE STEEL, |
| | ALSO SHOWN ON SHEET S-1 COLOUMN HEADING SC-2 HSS |
| | 6X2X3/8 STEEL TUBE THE DETAIL INDICATES TTHE USE OF (2) |
| | 5/8"X9" J-BOLTS ASSUMED FOR THE BOTTOM STEEL PLATE, |
| | UNDER THE HEADING "REMARKS" IT INDICATES WEDGE ANCHORS |
| | ARE ACCEPTABLE WITH NO MINIMUM DIMENSIONS REQUIRED FOR |
| | THE WEDGE ANCHOR. THE STRUCTURAL STEEL TUBES ARE TO BE |
| | CONSIDERED AS PART OF THE (MWFRS) MAIN WIND FORCE |
| | RESISTING SYSTEM 1609.6.4.DESIGN PROCEDURES, NOT ONLY |
| | DO THESE COLUMNS PROVIDE STRENGHT FOR THE BEAM ABOVE |
| | WHERE BLOCK WAS REMOVED, AND A CONTINIOUS LOAD PATH |
| | (MWFRS), BUT THEY WILL PROVIDE A STRUCTURAL ELEMENT FOR |
| | THE WINDOWS AND DOORS TO ANCHOR TO SECTION 1715.5.4.1 |
| | ANCHORING REQUIREMENTS- WINDOWS AND DOORS. |
| | |
| | 5) COMPLIED. |
| | |
| | 6) 2ND REQUEST. SHEET A1 DOOR #2 INDICATES THE |
| | ACCESSIBLE PATH BEING 48 INCHES WIDE BUT IS REDUCED TO |
| | ONLY 42 INCHES AT RAMP AND THE UPPER LANDING LEADING |
| | INTO DOOR # 02. PLEASE REVIEW MANEUVERING CLEARENCES AT |
| | DOORS ACCESSIBILITY CODE FIGURE 404.2.4.1 (H) REQUIRES |
| | A 48 INCHES CLEAR. |
| | |
| | 7A) COMPLIED. |
| | |
| | 7B) PLEASE PROVIDE A CONTRACT BREAKDOWN FOR FIRST FLOOR |
| | VALUE, CONTRACT VALUE ON PERMIT APPLICATION INDICATES A |
| | WORK VALUE OF $45, 000.00 THIS AMOUNT OF MONEY SEES LOW |
| | FOR THE AMOUNT OF WORK BEING COMPLETED UNDER THIS |
| | PERMIT 109.3BUILDING PERMIT VALUATIONS. PLEASE REVUE |
| | SECTION ACCESSIBILITY CODE 202.4.1 / 202.4.2 ACCESSIBLE |
| | FEATURES IN THE EVENT OF DISSPROPORTIONALITY. THE |
| | CONTRACTOR TO PROVIDE DOCUMENTATION WHERE 20% OF THE |
| | FUNDS WILL BE USED IN BRINGING THIS BUILDING UP TO THE |
| | CURRENT ACCESSIBILITY CODE THE DOOR WAY LEADING TO |
| | RESTROOM ROOM # 106 MAY OR MAY NOT NEED TO BE WIDENED |
| | TO COMPLY WITH THE CODE. |
| | |
| | 8) 2ND REQUEST. SHEET A1 INDICATES A SINGLE DRINKING |
| | FOUNTAIN PLEASE REVIEW ACCESSIBILITY CODE SECTION 602.1 |
| | DRINKING FOUNTAINS SHALL COMPLY WITH 307 & 602. COMMENT |
| | FROM 2ND REVIEW PLEASE DIPICT A 2 BOWL DRINKING |
| | FOUNTAIN FOR HIGH AND LOW USE, AS INDICATED ON PLAN IT |
| | APPEARS A SINGLE BOWL USE IS ACCEPTABLE. |
| | |
| | 9) 2ND REQUEST; SEMI-COMPLIED. PLEASE NOTE: WINDOW AND |
| | DOOR PRODUCT APPROVALS SUBMITTED MEET WIND LOADING |
| | REQUIREMENTS BUT SOME OF THESE OPENINGS WILL NEED TO |
| | MEET ADDITIONAL REQUIREMENTS AS FIRE RATINGS THAT WILL |
| | EFFECT LARGE MISSILE TESTING AND REQUIRE STORM SHUTTER |
| | PROTECTION. WINDOWS WITH 45 MINUTE FIRE RATING |
| | REQUIREMENTS 2010 FBC-B 1026.6 AND FIGURE 1023.1 2007 |
| | FBC-B COMMENTARY. |
| | COMMENT FROM 2ND REVIEW: STORM SHUTTER REPORT WAS |
| | SUBMITTED, ACCORDIAN SHUTTER, PLEASE CIRCLE TYPES OF |
| | INSTALATIONS TO BE USED IN THE INSTALATION, TYPE OF |
| | ANCHORS, |
| | TYPE OF MATERIALS ANCHORS WILL BE INSTALLED IN, TYPE OF |
| | ANCHOR AND SPACING FOR SPAN OF SHUTTER. COMPONENTS & |
| | CLADDING 1609.1.2.PROTECTION OF OPENINGS. |
| | |
| | 10) COMPLIED, |
| | |
| | 11) 2ND REQUEST: ROOFING PRODUCT APPROVAL NOA |
| | 11-0601.09 & 12-0227.18 NONE OF THE SUB-SYSTEMS AND OR |
| | OPTIONS WERE HIGHLIGHTED, LIMITATION # 7 IN EFFECT |
| | REQUIRING A DESIGN PROFESSIONAL TO PROVIDE CALCULATIONS |
| | FOR ENHANCED FASTENING IN ZONES 2 & 3. |
| | |
| | 12) 2ND REQUEST: NOA 11-1013.24 IS A PGT OUTSWING |
| | ALUMINUN OUTSWING FRENCH DOOR SYSTEM, WHEREAS THE PLANS |
| | SHEET A1 INDICATE THE USE OF A INSWING DOOR.1609.1.2/ |
| | RULE RULE 9N-3(31) DOORS, & ADDITIONAL INFORMATION |
| | REQUIRED 107.2.1.3. |
| | |
| | 13) 2ND REQUEST: PRODUCT TESTING SHEETS FOR TRULITE |
| | INDICATE THEY ARE TESTED TO THE FLORIDA APPROVAL |
| | SYSTEM, PLEASE PROVIDE DOCUMENATION THIS PRODUCT HAS |
| | BEEN TESTED WITH THIS TESTING AGENCY. RULE 9N3 (31). |
| | |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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| | 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 |
| | |
