| Date |
Text |
| 2007-07-19 22:35:16 | BUILDING PLAN REVIEW |
| | PERMIT: 07060380 |
| | ADD: 2112 N JOG RD |
| | CONT: ALTEK STEEL |
| | TEL: (561)662-8352 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 2)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT |
| | ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6) |
| | THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE |
| | CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION |
| | THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE |
| | OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT IS |
| | DESIGNED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3.EVEN SHELL BUILDINGS! |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6, |
| | TABLE 601. |
| | D) THE OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED F) |
| | WHETHER THE SPRINKLER SYSTEM IS REQUIRED. |
| | G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE |
| | BUILDING PERMIT |
| | H )SQ. FT. FOOTPRINT |
| | |
| | 4)109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| | ACTIVITY REGULATED BY THIS CODE SHALL BE PERMORMED IN A |
| | MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF |
| | ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO |
| | AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE |
| | APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS |
| | AGREEABLE TO THE APPLICABLE PROPERTY OWNER.THIS |
| | INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST, |
| | NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| | STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| | ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS |
| | OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS, |
| | DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| | FT OF PERMEABLE LAND AREA ON ANY PARCELL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED |
| | TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE |
| | FINAL INSPECTION. |
| | |
| | 5)109.3.10.1 HURRICANE PROTECTION. IT SHALL BE |
| | UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED |
| | MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS. |
| | AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| | CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE |
| | EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN |
| | SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH |
| | CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY |
| | PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE |
| | CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24 |
| | HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO EXCEED |
| | $500.00. IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION SHALL BE SUBJECT |
| | TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 6) SHEET 5.1 INDICATES ROOF DRAINS BUT THERE ARE NO |
| | SECONDARY OREMERGENCY OVERFLOWS, ALSO PLAN INDICATES |
| | DOWN SPOUT BUT ON SHEET 4.1 THERE IS NO DOWNSPOUT OR |
| | RAIN LEADERS SHOWN. |
| | 1503.4.1 GUTTERS. |
| | GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS, |
| | OTHER THAN GROUP R-3 AS APPLICABLE IN SECTION 101.2 , |
| | PRIVATE GARAGES AND BUILDINGS OF TYPE V CONSTRUCTION, |
| | SHALL BE OF NONCOMBUSTIBLE MATERIAL OR A MINIMUM OF |
| | SCHEDULE 40 PLASTIC PIPE. |
| | |
| | 1503.4.3 OVERFLOW SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 1503.6 PROTECTION AGAINST DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 7) PROVIDE THE MINIMUM ENERGY INFORMATION FOR SHELL |
| | BUILDING,13-400.2.A.2 SHELL BUILDINGS. SHELL BUILDINGS |
| | SHALL COMPLY WITH THIS CODE BY METHOD B OR METHOD C. |
| | ONCE ALL ENERGY-RELATED DESIGN PARAMETERS ARE KNOWN, A |
| | METHOD A CALCULATION MAY BE RESUBMITTED. MINIMUM WALL |
| | AND ROOF INSULATIONS,ETC. |
| | |
| | 8) DISCREPANCY BETWEEN THE LIFE SAFETY PLAN AND SHEET |
| | 3.1, MISSING THE REAR DOORS? |
| | |
| | 9) SHEET 2.1 IT APPEARS THIS BUILDING IS TO BE FILLED |
| | CELL MASONARY THE END WALLS AND THE REAR WALLS APPEAR |
| | TO MISSING THE REQUIRED FILLED CELLS? |
| | |
| | 10) SHEET 2.1 PROVIDES A BEAM SCHEDULE AND SHEET A6.1 |
| | PROVIDES BEAM DETAILS, MISSING A BEAM LAYOUT SHEET? |
| | |
| | 11)PRODUCT APPROVALS SUBMITTED WITH PERMIT |
| | APPLICATION AFTER OCTOBER 1, 2003 ARE REQUIRED TO |
| | COMPLY WITH THE FLORIDA PRODUCT APPROVAL SYSTEM. FOR |
| | INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH STATEWIDE |
| | APPROVAL ARE REQUIRED TO BE SUBMITTED WITH A COVER |
| | SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE STATE. IF THE |
| | PRODUCT DOES NOT HAVE STATEWIDE APPROVAL, SUBMIT AN |
| | APPLICATION FOR LOCAL PRODUCT APPROVAL OR SITE SPECIFIC |
| | FORM PER RULE 9B-72. SEE WWW.FLORIDABUILDING.ORG |
| | |
| | 12) NOTE MIAMI DADE REPORTS THAT DO NOT REFER UNDER |
| | SUB-HEADING # 3 CALCULATIONS TO BEING TESTED OR IN |
| | COMPLIANCE WITH THE 2004 FBC NEED TO BE REVIEWED BY AN |
| | ENGINEER, |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | THE OLDER NOA'S WERE TESTED WITH THE 1.33 STEEL FACTORS |
| | FOR THE FASTENERS WHICH IS NOT ALLOWED UNDER THE 2004 |
| | FBC. |
| | |
| | 13) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR) |
| | OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) YKK STOREFRONT, NEEDS FLORIDA COVERSHEET, SEE OLDER |
| | REPORT WILL NEED VARIFICATION OF FASTENERS OR TAKE THE |
| | REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. B) |
| | YKK 20 D NARROW STILE OUTSWING DOOR, OLDER REPORT WILL |
| | NEED VARIFICATION OF THE FASTENERS OR TAKE THE |
| | REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. C) |
| | MISSING THE REAR DOORS, HOLLOW METAL DOORS |
| | D) STORM SHUTTERS SEE COMMENTS BELOW FOR STORM |
| | SHUTTERS |
| | E) FOOFING ASSEMBLIES |
| | E1) MODIFIED, MISSING FLORIDA REPORT, SUBSYSTEMS TO BE |
| | USED IS NOT HIGHLIGHTED, SEE LIMITATION 7 OR 9! E2) |
| | MONIER TILE, MISSING FLORIDA COVER SHEET, INDICATE ON |
| | SHEET 4 OR 5 WHICH TYPE OF FASTENING SYSTEM TO BE |
| | USED. |
| | |
| | 14) STORM SHUTTERS: PROVIDE STORM PANEL INFORMATION |
| | WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC |
| | ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. FBC 1606.1.4.FL BLD |
| | CODE 2004 SECTION 103.6, 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: |
| | 1(B) A COMPLETE INSTALLATION SCHEDULE SUMMARIZING & |
| | IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT |
| | TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT |
| | APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 15)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, |
| | IMPACT FEES MUST BE PAID TOPALM 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. |
| | |
| | BUILDING PLAN REVIEW II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
