| Date |
Text |
| 2015-02-26 06:41:42 | BUILDING PLAN REVIEW |
| | PERMIT: 15020573 |
| | ADD: 1801 PRESIDENTIAL WAY # D-203 |
| | CONT: AGAPAO INC |
| | TEL: (561) 845-2442 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 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. |
| | |
| | IMPORTANT NOTICE: EFFECTIVE MAY 11, 2015 |
| | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED |
| | ELECTRONICALLY |
| | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS |
| | SUBMISSION OPTIONS ARE AS FOLLOWS: |
| | 1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL |
| | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED |
| | NAMING CONVENTION FOR EACH DOCUMENT |
| | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER |
| | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE |
| | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT |
| | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT |
| | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS |
| | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES |
| | AVAILABLE |
| | |
| | 1ST REVIEW |
| | DATE: THURS. FEB. 26/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) THE DESIGNER OF RECORD NEEDS TO TAKE RESPOSIBILITY |
| | FOR THE PLANS THEY DREW. NOTE, THE DESIGNER/ QUALIFIER |
| | HAS TO BE LICENSED IN THE TRADE THEY ARE LICENSED IN, A |
| | CBC UNLESS LICENSED AS A ELECTRICAL CONTRACTOR CAN NOT |
| | DRAW ELECTRICAL PLANS. FL S 489, EXEMPTIONS TO FS 471 & |
| | 481. THEY NEED TO PRINT THEIR NAME, SIGN THEIR NAME AND |
| | PRINT THEIR LICENSE NUMER ON THE PLANS THEY DESIGNED. |
| | |
| | 2) THE PROPOSED NEW LIVING SPACE WITH THE GLASS PANELS |
| | BEING MOVED TO THE EDGE OF THE BALCONY DOES NOT PROVIDE |
| | THE WIND DESIGN CRITERIA, WIND SPEED, MEAN ROOF HEIGHT |
| | NOR EXPOSURE. |
| | 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 |
| | 2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| | |
| | 2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| | |
| | 2.3.AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| | |
| | 2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| | |
| | 2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| | TABLE 1609.2(2) . |
| | |
| | 3) NO PRODUCT APPROVALS WERE SUBMITTED FOR THE NEW |
| | GLAZED AREA, THE PLANS INDICATE GLASS PANELS, ARE THESE |
| | SLIDING GLASS DOORS, STOREFRONT, PLEASE PROVIDE IF THEY |
| | ARE IMPACT RESISTANT TESTED, SHOW COMPLIANCE WITH: 2010 |
| | FBC-B 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.41 |
| | 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) |
| | DOORS IF SLIDERS IF WINDOWS (B) WINDOWS |
| | 1405.13 EXTERIOR WINDOWS AND DOORS. |
| | WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL |
| | CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF |
| | SECTION 1715.5. |
| | |
| | 4) IF SLIDERS ARE TO BE INSTALLED SHOW COMPLIANCE WITH |
| | 2010 FBC-B 1013.1 GUARDS WHERE REQUIRED. |
| | |
| | 5) PLEASE PROVIDE HOW THE GLAZING UNIT WILL MEET THE |
| | REQUIREMENTS OF 2010 FBC-B 2406.4 HAZARDOUS LOCATIONS |
| | 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, |
| | OTHER THAN IN THOSE LOCATIONS DESCRIBED IN PRECEDING |
| | ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING |
| | CONDITIONS: |
| | |
| | 7.1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 |
| | SQUARE FEET (0.84 M2); |
| | |
| | 7.2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) |
| | ABOVE THE FLOOR; |
| | |
| | 7.3. EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) |
| | ABOVE THE FLOOR; AND |
| | |
| | 7.4. ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES |
| | (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. |
| | |
| | EXCEPTION: SAFETY GLAZING FOR ITEM 7 IS NOT REQUIRED |
| | FOR THE FOLLOWING INSTALLATIONS: 1. A PROTECTIVE BAR |
| | 11/2 INCHES (38 MM) OR MORE IN HEIGHT, CAPABLE OF |
| | WITHSTANDING A HORIZONTAL LOAD OF 50 PLF (730 N/M) |
| | WITHOUT CONTACTING THE GLASS, IS INSTALLED ON THE |
| | ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES |
| | (864 MM TO 965 MM) ABOVE THE FLOOR. |
| | |
| | 6) THE PLANS DO NOT INDICATE IF WOOD BUCKS ARE TO BE |
| | INSTALLED, TYPE OF ANCHORS FOR BUCKS AND OR FRAMING |
| | MEMBERS. FBC-B 1715.5.4.2 MASONRY, CONCRETE OR OTHER |
| | STRUCTURAL SUBSTRATE. |
| | WHERE THE WOOD SHIM OR BUCK THICKNESS IS LESS THAN 11/2 |
| | INCHES (38 MM), WINDOW AND DOOR ASSEMBLIES SHALL BE |
| | ANCHORED THROUGH THE MAIN FRAME OR BY JAMB CLIP OR |
| | SUBFRAME SYSTEM, IN ACCORDANCE WITH THE MANUFACTURER?S |
| | PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE |
| | SECURELY FASTENED DIRECTLY INTO THE MASONRY, CONCRETE |
| | OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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. SHIMS SHALL BE |
| | MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE |
| | LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | |
| | 7) 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 CAN NOT 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] |
| | |
| | |
| | |
| | 7) THE NEW PROPOSED 2X6 WOOD STUD WALL, NO SECTION IS |
| | GIVEN THRU WALL SECTION, PROVIDE BOTTOM PLATE |
| | WATER-PROOFING DETAIL, ANCHORAGE, STAPPING OF PLATE TO |
| | STUDS, STUD SPACING, TOP PLATE AND ANCHORING INTO WHAT |
| | FRAMING MEMBER, PART OF THE MWFRS (MAIN WIND FORCE |
| | RESISTING SYSTEM), SHOW ENGINEERING THAT THIS EXISTING |
| | FRAMING MEMBER WAS DESIGNED FOR THE PROPOSED LATERAL |
| | LOADS. FBC-B 1609.1. |
| | |
| | 8) THE PLANS DO NOT PROVIDE WHAT THE EXTERIOR WALL |
| | FINISH SHALL BE COMPOSED OF: FBC-B 1609.1 APPLICATIONS. |
| | BUILDINGS, STRUCTURES AND PARTS THEREOF SHALL BE |
| | DESIGNED TO WITHSTAND THE MINIMUM WIND LOADS PRESCRIBED |
| | HEREIN. DECREASES IN WIND LOADS SHALL NOT BE MADE FOR |
| | THE EFFECT OF SHIELDING BY OTHER STRUCTURES. |
| | ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE |
| | CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR |
| | WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE |
| | WITH SECTION 1609.1.1. MANUFACTURED SOFFITS SHALL BE |
| | LABELED IN ACCORDANCE WITH SECTION 1715.9 OF THIS CODE. |
| | |
| | |
