Date |
Text |
2011-04-20 12:16:09 | BUILDING PLAN REVIEW |
| PERMIT: 11040299 |
| ADD: 2431 S DIXIE HWY |
| CONT: TBD |
| TEL: (954)557-1300 |
| |
| FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| W/ 2009 FBC SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
| |
| 2007 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) SHEET A102: |
| 1A) DOOR # 4 VERSES THE DRINKING FOUNTAIN. THE OUT |
| SWING OF DOOR # 4 DOES NOT HAVE THE REQUIRED 18 INCHES |
| ON THE LATCH SIDE. PLEASE REVIEW 11-4.13.6. |
| |
| 1B) THE SECOND ISSUE WITH DOORWAYS BOTH DOORWAYS 5 &6 |
| ARE ILLUSTRATERD AS A PAIR OF DOUBLE DOORS. THE DOOR |
| SCHEDULEFOR DOOR # 5 INDICATES A 3'-0" DOOR NOT A PAIR |
| OF DOORS. |
| |
| 1C) THE DOOR SCHEDULE ALSO DOESN'T INDICATE TYPE OF |
| HARDWARE, PLEASE INDICATE COMPLIANCE WITH 11-4.13.4. |
| |
| 1D) DOOR # 5 VERSES THE DRINKING FOUNTAIN MAY BECOME |
| MORE OF AN ISSUE IF IT IS MOVED DOWN TTHE WALL TO |
| COMPLY WITH DOOR # 4. |
| |
| 2) DOOR # 1 & 17, WILL BE RAISED APPROXIMATELY ONE FOOT |
| WITH THE NEW FLOOR LEVEL. I DIDN'T SEE ANY CUT SECTIONS |
| THROUGH THE PLANS INDICATING HOW THE NEW ELEVATIONS ARE |
| GOING TO EFFECT THE EXISTING LINTELS AND OR BEAM. SHEET |
| S-3 DETAIL # 1 DOES HAVE A NOTE TO VEREIFY EXISTING |
| BEAM CONDITION. |
| |
| 3) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| REPORTS ARE AS FOLLOWS: |
| 3A) WINDOWS FIXED GLASS |
| 3B) EXTERIO DOORS |
| 3C)ROOFING APPROVALS BOTH FLAT AND TILE |
| 3D) ROOF TOP EXHAUST FANS |
| |
| PLANS SUBMITTED ARE TO BE DETERMINED, SINCE THE |
| PRESSURES ON THE BUILDING ARE CORRECT THIS PERMIT CAN |
| BE ISSUED WITH THE PRODUCT APPROVALS COMING IN AT A |
| LATER DATE AFTER ISSUANCE. NOTE IN DOING SO THIS WILL |
| CONSTITUTE A REVISION REQUIRING SEPERATE REVIEWS AND |
| ASSOCIATED FEES!!! FOR EACH PRODUCT APPROVAL TO BE |
| SUBMITTED. PLEASE NOTE IN MANY CASES THERE ARE WITHIN |
| THE PRODUCT APPROVAL THERE ARE EITHER SUB-SYSTEMS OR |
| DIFFERENT TYPES OF GLAZING WITH DIFFERENT PRESSURES, |
| PLEASE CIRCLE WHICH SYSTEM TO BE INSTALLED UNDER THIS |
| PERMIT. |
| |
| 4) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| |
| 5) AT THE REAR OF THE BUILDING THERE IS A DOWN SPOUT |
| NEAR DOOR # 17, THIS DOWN SPOUT IS ALSO LOCATED ON A105 |
| PLEASE PROVIDE WHERE THIS DOWN SPOUT IS GOING TO DRAIN. |
| 2007 FBC-B 1503.6. |
| |
| 6) SHEET A104 THE PLANS HAVE A STATEMENT THAT THE |
| ROOFING INSULATION SHALL BE RIGID INSULATION A AVERAGE |
| R-20. |
| INFORMAL BOAF INTERPRETATION |
| DATE: TUE NOV 13 2007 |
| REPORT #: 5438 |
| CODE: BUILDING |
| SECTION: 404.1.A |
| QUESTION: |
| IS IT THE INTENT OF THE CODE "....THE INSULATION SHALL |
| HAVE A R-VALUE OF AT LEAST R-19, SPACE PERMITTING." TO |
| MEAN THE MINIMUM R-VALUE OF ROOF INSULATION TO BE R-19 |
| AT LOWEST POINTS AT DRAINS? ALL ROOFERS WHO WE HAVE |
| SPOKEN TO, INTERPRETED THIS CODE AS MINIMUM AVERAGE |
| R-19, |
| NOT MINIMUM R-19 AND HAVE DONE MOST ROOFING JOB |
| ACCORDINGLY. THANK YOU |
| ANSWER: |
| A MINIMUM LEVEL OF INSULATION REQUIRED IS THAT, A |
| MINIMUM, NOT AN AVERAGE. HOWEVER, PROVIDED THE MINIMUM |
| R-19 VALUE HAS BEEN MET, A REASONABLE AVERAGING |
| PROCEDURE CAN BE USED BY ROOF AREA FOR CALCULATIONS OF |
| THE VALUE. |
| COMMENTARY: |
| THIS QUESTION ACTUALLY REFERS TO SECTION 13-404.1 (A) |
| PRESCRIPTIVE REQUIREMENTS SPECIFIC TO METHOD A. THIS |
| SECTION MANDATES COMPLIANCE WITH FLA/COM METHOD A, |
| HOWEVER GIVES A PRESCRIPTIVE REQUIREMENT OF AN R-19 FOR |
| MULTIFAMILY RESIDENTIAL ROOF/CEILING ASSEMBLY. AS SPACE |
| PERMITS, MAY RELATE TO THE AREA OF THE EAVES WHERE THE |
| R- 19 INSULATION WOULD HAVE TO BE COMPRESSED TO FIT IN |
| THE SPACE AVAILABLE. HOWEVER, THE PETITIONER ALLUDES TO |
| THE ROOFER INSTALLING THE INSULATION. THERE ARE NO |
| SPACE CONSTRAINTS FOR INSULATION APPLIED TO A ROOF |
| DECK; IT SHOULD BE R-19 MINIMUM. IF THE BUILT-UP ROOF |
| IS SLOPING TO A DRAIN IN A MANNER WHERE SOME PARTS OF |
| THE ROOF HAVE MORE THAN R-19 AND SOME HAVE LESS, THEN |
| THE RESIDENT WHOSE APARTMENT/CONDO IS UNDER THE ROOF |
| SECTION WITH LESS THAN R- 19 WOULD BE PENALIZED WITH |
| HIGHER HEAT LOADS AND HIGHER ENERGY COSTS THAN THEIR |
| NEIGHBOR. |
| |
| 7) SHEET A104 & A104A BOTH INDICATE NEW ROOF TOP A/C |
| CURBS BUT THE PLANS DO NOT INDICATE HOW THEY ARE TO BE |
| ATTACHED TO THE ROOF FRAMING (BAR JOIST SYSTEM? NO |
| INFORMATION IS PROVIDED FOR THIS DETAIL IN TTHE |
| STRUCTURAL PLANS EITHER. |
| |
| 8) PLANS ARE NOT CLEAR AS TO THE EXTERIOR WALLS AND |
| TYPE OF INSULATION TO BE USED AND WHAT POINT THE |
| INSULATION WILL END IN RELATION TO THE ROOFING |
| ASSEMBLY? FBC-B 2603.4 & FBC-M 602.1.5.1. |
| |
| JAMES A. WITMER C.B.O. |
| COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: (561)805-6715 |
| FAX:(561)805-6731 |
| E-MAIL: [email protected] |
| |