| Date |
Text |
| 2011-05-20 14:17:41 | BUILDING PLAN REVIEW |
| | PERMIT: 11050110 |
| | ADD: 540 CHEERFULL ST. |
| | CONT: WINGATE CORP LLC |
| | TEL: (561)718-5133 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS |
| | 2007 FL EXISTING BLDG CODE W/ 2009 SUPPLEMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) SHEET A-2 INDICATES A TOTAL OCCUPANT LOAD OF 662, |
| | THIS ADDITION WILL CLASSIFY THIS BUILDING AS A |
| | THRESHOLD BUILDING UNDER FL S 553.71 (7). |
| | 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 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. |
| | |
| | 1C) 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)(1) 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] |
| | |
| | 1C)(2) 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] |
| | |
| | 1D) 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. |
| | |
| | NOTE: A HOLD WILL BE PUT ON THIS PROJECT UNTIL THESE |
| | ITEMS ARE COMPLETED AS REQUESTED BY THE CHIEF BUILDING |
| | INSPECTOR KEN CONRAD. |
| | |
| | 2) SHEET A-2 BUILDING CODE ANALYSIS INDICATES THIS |
| | BUILDING IS TO BE DESIGNED TO A BUILDING TYPE IIB. |
| | PLEASE NOTE THE MINIMUM CODE REQUIRED BUILDING TYPE |
| | WOULD BE A VB WITH THE AREA INCREASES & FIRE SPRINKLER |
| | INCREASE WE WOULD BE WELL OVER THE REQUIRED MINIMUMS OF |
| | THE CODE. BUILDING THIS STRUCTURE AS A TYPE IIB |
| | STRUCTURE PLEASE BE AWARE OF THE ROOF ASSEMBLY AND ROOF |
| | SHEATHING LIMITATIONS. PLEASE REVIEW 2007/09 FBC-B |
| | SECTION |
| | 603.1.3. FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED |
| | IN: 1.3. ROOF CONSTRUCTION, INCLUDING GIRDERS, TRUSSES, |
| | FRAMING AND DECKING. THIS WOULD MEAN ALL NEW MATERIALS |
| | AS WELL AS THE EXISTING ROOF FRAMING AND SHEATHING |
| | WOULD NEED TO MEET THE FIRE RESISTANT- TREATED |
| | MATERIALS. |
| | |
| | 3A) SHEET A-1 NOTE #19 INDICATES THE REMOVAL OF BLOCK |
| | WALLS WHICH APPEAR TO BE EXTERIOR BEARING WALLS WITH NO |
| | ADDITIONAL STRUCTURAL SUPPORT OF THE EXISTING BEAMS. |
| | NORMALLY THIS WOULD HAVE BEEN A 4 BAR SYSTEM NO HOOPS |
| | SINCE THERE WAS BLOCK WORK BELOW. SHEET A-5 INDICATES |
| | THE NEW PIGGYBACK TRUSSES, SHEATHING AND ROOFING |
| | ASSEMBLIES WILL BE ADDING ADDITIONAL LOADING TO THE |
| | BEAM THAT WAS NOT DESIGNED FOR FREE SPANS. |
| | PLEASE REVIEW SECTION: |
| | 2007/09 EXISTING BLDG CODE 1003.2 ADDITIONAL GRAVITY |
| | LOADS. EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY |
| | ADDITIONAL GRAVITY LOADS AS A RESULT OF ADDITIONS SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING . |
| | EXCEPTION: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT |
| | INCREASED BY MORE THAN 5 PERCENT. |
| | PLANS INDICATE THE USE OF C-CHANNEL PN-39 & PN-58. THE |
| | PLANS ALSO INDICATE A DETAIL# 02/A-4 A END DETAIL FOR |
| | THE SOUTH END, SHEET A-3 THE NORTH END INDICATES WHAT |
| | APPEARS TO BE A NEW FOOTING BUT NO DETAILS HOW TO TAKE |
| | THE LOADING OF THE PAIR OF C-CHANNELS PN-39. WILL THER |
| | BE SHOP DRAWINGS INDICATING WHERE THE SPLICES WILL |
| | OCURR IN THE C-CHANNEL? |
| | |
| | 3B) THE 2ND CONCERN WOULD BE THE ADDITIONAL LOAD THE |
| | PIGGYBACK TRUSSES ARE TTRANSFERRING TO THE ORIGINAL |
| | TRUSSES IN SOME CASES THE ORIGINAL TRUSSES AARE |
| | CARRYING ANYWHERE FROM 25-50 % OF THE DEAD LOAD OF THE |
| | NEW TRUSSES, PLEASE PROVIDE A STRUCTURAL ANALYSIS OF |
| | THTE EXISTING TRUSSES TO CARRY THIS ADDITIONAL LOADING. |
| | 2007/09 EXISTING BLDG CODE 1003.2 ADDITIONAL GRAVITY |
| | LOADS. EXISTING STRUCTURAL ELEMENTS SUPPORTING ANY |
| | ADDITIONAL GRAVITY LOADS AS A RESULT OF ADDITIONS SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING . |
| | EXCEPTION: 1. STRUCTURAL ELEMENTS WHOSE STRESS IS NOT |
| | INCREASED BY MORE THAN 5 PERCENT. |
| | |
| | 4) SHEET A-1, NOTE EN #17, INDICATES THE REMOVAL OF |
| | WINDOWS IN THE EXISTING EXTERIOR WALL AND |
| | REINSTALLATION IN THE NEW EXTERIOR WALLS OF THE |
| | ADDITION. TO REUSE THESE WINDOWS WITHIN THE ADDITION |
| | THEY MUST MEET THE STANDARD FOR NEW CONSTRUCTION IN THE |
| | FBC-B. FLORIDA EXISTING BUILDING CODE 1003.1 COMPLIANCE |
| | WITH THE FLORIDA BUILDING CODE. ADDITIONS TO EXISTING |
| | BUILDINGS OR STRUCTURES ARE NEW CONSTRUCTION AND SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | PROVIDE DOCUMENTATION FOR LARGE MISSILE IMPACT |
| | RESISTANT TESTING FBC-B 1609.1.2 AND FOR FBC-B |
| | 1714.5.1. DESIGN PRESSURES. |
| | |
| | 5) SHEET A-2 BUILDING CODE ANALYSIS, PLEASE REVIEW WIND |
| | DESIN CRITERIA, SPECIFICLLY THE IMPORTANCE FACTOR OF |
| | 1.0. PLEASE REVIEW 2007 FBC-B TABLE 1604.5 OCCUPANCY |
| | CATEGORY III AND NATURE OF OCCUPANCY & TTHE CODE |
| | COMMENTARY. THE CODE COMENTARY LIST THE ASSEMBLY |
| | OCCUPANCY GREATER THAN 300 OCCUPANTS AS A TYPE III |
| | OCCUPANCY CATEGORY WILL HAVE AN IMPORTANCE FACTOR III |
| | WHICH TRANSLATES INTO 1.15 IN HURRICANE PRONE REGIONS |
| | WITH |
| | V > 100 MPH. THIS WILL EFFECT ALL PRESSURES ON THE MAIN |
| | FORCE RESISTING SYSTEM AS WELL AS COMPONENTS AND |
| | CLADDING, AN ANALYSIS WILL ALSO NEED TO BE |
| | COMPLETED FOR THE ORIGINAL BUILDING. |
| | |
| | 6) PLEASE PROVIDE COMPLIANCE WITH: 2007/09 FBC-B [F] |
| | 907.2.1 GROUP A. A MANUAL FIRE ALARM SYSTEM SHALL BE |
| | INSTALLED IN GROUP A OCCUPANCIES HAVING AN OCCUPANT |
| | LOAD OF 300 OR MORE. |
| | EXCEPTION: MANUAL FIRE ALARM BOXES ARE NOT REQUIRED |
| | WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN |
| | AUTOMATIC SPRINKLER SYSTEM AND THE ALARM NOTIFICATION |
| | APPLIANCES WILL ACTIVATE UPON SPRINKLER WATER FLOW. |
| | |
| | 7) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 3 (THRESHOLD INSPECTOR) COPIES OF PRODUCT |
| | TESTING REPORTS FOR THE MISSING REPORTS ARE AS FOLLOWS: |
| | 7A) WINDOWS |
| | 7B) EXTERIOR DOORS |
| | 7C) LINTELS |
| | 7D) WALL LOUVER A/C MAKE UP AIR |
| | 7E) ROOFING ASSEMBLIES |
| | |
| | 8) 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. |
| | |
| | 9) 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. |
| | |
| | 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. |
| | |
| | STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES |
| | DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER |
| | NOTICE. |
| | |
| | OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM |
| | - 5:00 PM. |
| | |
| | JIM WITMER C. B. O. |
| | COMMERCIAL COMBINATION PLAN REVIEW |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
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