| 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 |
