Date |
Text |
2004-08-04 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 04071120 |
| ADD: 1308 CLARE AV |
| CONT: "PLAN REIEW" |
| CONTACT: WILSON-ROWAN |
| TEL: (561)833-5647 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1ST REVIEW |
| ACTION: DENIED |
| |
| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2) THE PROPOSED BUILDING STRUCTURE |
| TRANSGRESSES LEGAL BOUNDARY LINES |
| BETWEEN THE LOTS WHICH COMBINE TO FORM |
| 'THE SITE'.SUBMIT A COPY OF THE 'UNITY |
| OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| NOT APPLICABLE. |
| |
| 3)61G15-23.002 P. E.- CERTIFICATE OF |
| AUTHORIZATION.IF PRACTICING THROUGH A |
| DULY AUTHORIZED ENGINEERING BUSINESS, |
| ENGINEERS SHALL LEGIBLY INDICATE THEIR |
| NAME AND LICENSE NUMBER, AS WELL AS, |
| THE NAME, ADDRESS, AND CERTIFICATE OF |
| AUTHORIZATION NUMBER OF THE ENGINEERING |
| BUSINESS ON EACH SHEET. |
| |
| 4) PROVIDE FLOOD ZONE ELEVATION |
| CERTIFICATE FOR NEW CONSTRUTION WITH |
| BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| AN ADDITIONAL 6". FLOOD ZONE A9=13'-6". |
| |
| 5) SITE IS LOCATED IN A FIRE DISTRICT: |
| A) NO TYPE VI CONSTRUCTION |
| B) FBC* F102.2.4ROOF COVERINGS, ON |
| BUILDINGS LOCATED IN THE FIRE DISTRICT, |
| SHALL CONFORM TO THE REQUIREMENTS OF |
| CLASS A OR B ROOF COVERINGS, AS DEFINED |
| IN FBC 1505.ANNOTATE THE PLANS TO |
| DEMONSTRATE COMPLIANCE. |
| C) FBC* F102.2.7ARCHITECTURAL TRIM, |
| ON BUILDINGS LOCATED IN THE FIRE |
| DISTRICT, SHALL BE CONSTRUCTED OF |
| APPROVED NON-COMBUSTIBLE MATERIALS OR |
| FIRE RETARDANT TREATED WOOD.ANNOTATE |
| THE PLANS TO DEMONSTRATE COMPLIANCE. |
| |
| 6) PLANS DO NOT PROVIDE WHAT THE MINIMUM |
| BUILDING TYPE IS? NOTE, TYPE V CONSTRUC- |
| TION 0-3' FROM PROPERTY LINE REQUIRES A |
| 3 HR RATINGFOR BEARING & NON-BEARING |
| WALLS. SHEET A4 INDICATES THE BACK WALL |
| OF THE STRUCTURE BEING A 2 HR WALL. A |
| 3HR WALL IS REQUIRED FOR TYPE V CONSTRUC |
| TION. PROVIDE THE EQUIVALENT THICKNESS |
| (TABLE 709.3.1.) REPORT TO BE SUPPLIED |
| BY THE BLOCK MANUFACTURER. |
| |
| 7) SHEET A5 WIND LOAD PRESSURES CHART, |
| IF THESE PRESSURES ARE FOR THE COMPOEN- |
| ENTS AND CLADDING SEE TABLE 1606.2B & |
| 1606.2E. PRESSURES ARE LOW. |
| |
| 8) SAME SHEET INDICATES THE USE OF ROOF |
| SCUPPERS BUT NOT OVERFLOWS. SEE SECTION: |
| 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. |
| |
| 9) 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. |
| |
| 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. |
| 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)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) EXTERIOR LOUVERS |
| B) ROOFING ASSEMBLIES, INSULATION + |
| ROOFING MATERIALS |
| |
| 12) 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 |
| |
| 13)PROVIDE ENERGY CALCULATIONS AND |
| EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| TION. |
| |
| 14) 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. |
| |
| 15) WAREHOUSE REQUIRES 2 EXITS DOESN'T |
| MEET THE REQUIREMENTS OF 1027.1.1 FOR |
| SINGLE EXIT. THE 2ND EXIT CAN BE THE |
| DOORWAY BETWEEN THE WAREHOUSE AND |
| OFFICE, IT MEETS THE REUIREMENTS OF OVER |
| 1/2 OF THE DIAGONAL. THE EXIT SIGN SHOWN |
| ON THE BUSINESS SIDE SHOULD BE ON THE |
| WAREHOUSE SIDE. SEE A6. |
| |
| 16)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. |
| |
| 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 |
| REVIEW 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. |
| JIM WITMER |
| BUILDING PLAN REVIEW |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |