Date |
Text |
2004-07-27 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 04070546 |
| ADD: 3220 45TH ST |
| CONT: LEIGHTON MCGINN |
| TEL: (561)767-7521 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1ST REVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE 2 CURRENT COPIES OF SIGNED & |
| SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| TO BE COMPLETED. |
| |
| 2) PROVIDE FLOOD ZONE ELEVATION |
| CERTIFICATE FOR NEW CONSTRUTION WITH |
| BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| AN ADDITIONAL 6".MINIUM FINISH ELEVATION |
| IS: A8= 15'+.5'=15'-6". |
| |
| 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| WHERE THE BEARING CAPACITY OF THE SOIL |
| IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| TO THE PERMISSIBLE SAFE BEARING |
| CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| CITY SHALL BE CERTIFIED BY A GEOTECH- |
| NICALREPORT FROM A DESIGN PROFESSIONAL |
| PROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| |
| 4)PROVIDE ADDITIONAL INFORMATION FOR |
| THE LIVE LOAD OF THE MEZZANINE, IT IS |
| DESIGNED (SEE TABLE 1604.1) EITHER: |
| LIGHT 125 LBS. |
| HEAVY 250 LBS. |
| |
| 5)106.4.2 STORAGE & FACTORY- INDUS- |
| TRIAL OCCUPANCIES. IT SHALL BE THE |
| RESPONSIBILITY OF THE OWNER, AGENT, |
| PROPIETOR OR OCCUPANT OF GROUP S AND |
| GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| TECT OR ENGINEER IN COMPUTING THE SAFE |
| FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| DAVIT FROM THE ARCHITECT OR ENGINEER |
| STATING THE SAFE ALLOWABLE FLOOR LOADS |
| ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| AS A PERMANENT RECORD OF THE BLDG DEPT. |
| |
| 6)106.4.3.SIGNS REQUIRED. IN EVERY |
| BUILDING OR PART OF A BUILDING USED FOR |
| STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| POSES, THE SAFE FLOOR LOADS, AS REVIEWED |
| BY THE BUILDING OFFICIAL ON THE PLAN, |
| SHALL BE MARKED ON PLATES OF APPROVED DE |
| SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| AFFIXED BY THE OWNER OF THE BUILDING IN |
| A CONSPICUOUS PLACE IN EACH STORY TO |
| WHICH THEY RELATE. SUCH PLATES SHALL NOT |
| BE REMOVEDOR DEFACED, & IF LOST, |
| REMOVED THE OWNER OF THE BUILDING SHALL |
| REPLACE THEM. |
| |
| 7) FBC* 105.3RESIDENT INSPECTOR. |
| SUBMIT INSPECTOR RESUME' AND LICENSE |
| DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF |
| THE RESIDENT INSPECTOR PROGRAM.A |
| RESIDENT INSPECTOR PROGRAM IS REQUIRED, |
| ON THIS PROJECT, DUE TO ONE OR MORE OF |
| THE FOLLOWING: |
| - BUILDINGS/ADDITIONS OF TYPE I OR II |
| CONSTRUCTION |
| - ANY MAJOR STRUCTURAL ALTERATIONS |
| - STRUCTURES IN WHICH THE CONCRETE |
| DESIGN IS BASED ON COMPRESSIVE |
| STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| - PILE DRIVING |
| - BUILDINGS OVER 20,000 SQFT IN AREA |
| - BUILDINGS OVER 2 STORIES IN HEIGHT |
| - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| OR METHODS OF CONSTRUCTION |
| |
| 8)FBC 13-103.1.2 BEFORE A BUILDING |
| PERMIT CAN BE ISSUED, THE SUBMITTED |
| ENERGY CODE COMPLIANCE FORMS SHALL BE |
| SIGNED BY THE BUILDING OWNER, THE |
| OWNER'S ARCHETECT OR OTHER AUTHORIZED |
| AGENT LEGALLY DESIGNATED BY THE OWNER. |
| |
| 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. |
| |
| 10)1511.7 ROOF MOUNTED MECHANICAL UNIT |
| S SHALL BE MOUNTED ON CURBS RAISED A |
| MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| FACE, OR WHERE ROOFING MATERIALS EXTEND |
| BENEATH THE UNIT, ON RAISED EQUIPMENT |
| SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| SEE SHEET M-2 TO CORRECTMINIMUM HEIGHT. |
| MECH. 301.13 WIND RESISTANCE |
| MECHANICAL EQUIPMENT, APPLIANCES AND SUP |
| PORTS THAT ARE EXPOSED TO WIND SHALL BE |
| DESIGNED AND INSTALLED TO RESIST THE |
| WIND PRESSURES ON THE EQUIPMENT & THE |
| SUPPORTS AS DETERMINED IN ACCORDANCE |
| WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| LISHED BY DESIGN OR BY APPLICATION OF |
| SECTION 301.13.1. |
| |
| 11) SHEET A-4.0 DETAIL# 5 INDICATES A |
| TYPICAL SCUPPER BUT NO INFORMATION IS |
| SUPPLIED FOR THE EMERGENCY OVERFLOWS. |
| 1503.4.2 OVERFLOW DRAINS SHALL BE |
| THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2" |
| ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| OR PARARETS WITH THE INLET FLOW LINE |
| NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| |
| 12) 1503.4.4 PROTECTION AGAINST DECAY & |
| TERMITES. CONDENSATE LINES & ROOF DOWN |
| SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| AWAY FROM THE STRUCTURE SIDEWALL, |
| WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| TENSIONS, OR SPLASH BLOCKS. |
| |
| 13) FBC 1608.2.2THE GUARDRAIL SHALL BE |
| DESIGNED AND CONSTRUCTED FOR A |
| CONCENTRATED LOAD OF 200 LB APPLIED IN |
| ANY DIRECTION AT THE TOP OF THE |
| GUARDRAIL, A CONCENTRATED HORIZONTAL |
| LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA |
| AT ANY POINT, AND A LINE LOAD OF 50 PLF |
| APPLIED HORIZONTALLY AT THE REQUIRED |
| GUARDRAIL HEIGHT WITH A SIMULTANEOUS |
| LINE LOAD OF 100 PLF APPLIED VERTICALLY |
| DOWNWARD ON THE TOP OF THE GUARDRAIL. |
| THESE LOADS SHALL NOT BE APPLIED |
| SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT |
| SHALL BE APPLIED INDIVIDUALLY TO PRODUCE |
| MAXIMUM STRESS IN EACH OF THE COMPONENTS |
| OR SUPPORTS,PROVIDE CALCULATIONS. |
| SEE SHEET A-6.0 |
| |
| 14)FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS |
| FOLLOWS: |
| A) FIXED WINDOWS-STOREFRONT, MISSING |
| THE PRODUCT APPROVAL ONLY THE |
| FL.COVER SHEET WAS SUBMITTED. |
| B) FIXED WINDOWS- BLOCK GLASS DEPEND- |
| ING ON THE WALL THICKNESS MAY |
| REQUIRE STORM SHUTTERS. |
| C) MULLIONS- VERTICAL & HORIZONTAL |
| D) EXTERIOR DOORS- STOREFRONT GLAZED |
| ENTRY DOORS, MISSING THE PRODUCT |
| TESTING REPORT, ONLY THE FL. COVER |
| SHEET WAS SUBMITTED. |
| E) EXTERIOR DOORS- OVERHEAD DOORS- |
| NOTHING SUBMITTED. |
| F) EXTERIOR DOORS- LOUVER "CURRIES", |
| SHUTTERS ARE REQUIRED. |
| G) EXTERIOR SOLID CORE DOORS- NOTHING |
| SUBMITTED. |
| H) EXTERIOR LOUVER- NOTHING WAS SUB- |
| MITTED. |
| I) ROOFING ASSEMBLIES- "BILCO HATCH |
| J) STORM SHUTTERS- FOR LOUVERED DOORS |
| SEE PRODUCT TESTING REPORT SUB- |
| MITTED. |
| 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 APPLICA- |
| TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| SPECIFIC FORM PER RULE 9B-72. SEE |
| ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| |
| 15) PLANS DO NOT INDICATE THE POS & NEG |
| PRESURES OF DOORS AND WINDOWS. PROVIDE |
| PRESSURES, NOTE ROOF ELE. 35', SEE |
| 1606.2D FOR B EXPOSURE ROOF HEIGHT OF |
| 35'PLUS PARAPET. ADJUSTMENT FACTOR 1.05. |
| WINDOWS, DOORS, ROOFING, ETC... |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| COMMMENTS WITH GREATLY EXPEDITE YOUR |
| REVIEW. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| (561)805-6715 |
| JIM WITMER |
| BUILDING PLAN REVIEW |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |