Date |
Text |
2006-06-01 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 06050604 |
| ADD: 1810 S DIXIE HWY |
| CONT: BATTEN CONSTRUCTION |
| TEL: (561)820-0027 |
| |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1ST REVIEW |
| 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 NUM- |
| BER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| TION PAGE WHERE THE CHANGES CAN BE FOUND |
| WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| 2) FL S S 713.13 |
| NOTICE OF COMMENCEMENT, TO BE FILED |
| WITH THE CLERK OF THE COURT BEFORE A |
| PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| NOT ACTUALLY COMMENCED |
| WITHIN 90 DAYS AFTER THE RECORDING |
| THEREOF, SUCH NOTICE IS NULL & VOID. |
| |
| 3) SHEET# 1 CODE DATA INDICATES A |
| TYPE III BUILDING BUT NO DESIGNATION TO |
| "A" OR "B". |
| |
| 4) MISSING FROM CODE DATA SHEET# 1 IS |
| FROM THE 2004 EXISTING BUILDING CODE, |
| TO WHAT LEVEL OF REMODELING, LEVEL 1, |
| LEVEL 2 OR LEVEL 3? SEE EXISTING |
| BUILDING CODE SECTIONS 303, 304 & 305. |
| |
| 5) SHEET # 1B INDICATES ELEVATIONS ON |
| THE INTERIOR FINISH FLOOR OF 16.76'AND |
| THE EXTERIOR ELEVATION OF 16.64'. |
| 11-4.3.8 CHANGES IN LEVEL. |
| CHANGES IN LEVELS ALONG AN ACCESSIBLE |
| ROUTE SHALL COMPLY WITH SECTION 11-4.5.2 |
| . IF AN ACCESSIBLE ROUTE HAS CHANGES IN |
| LEVEL GREATER THAN ? INCH (13 MM), THEN |
| A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM |
| LIFT (AS PERMITTED IN SECTION 11-4.1.3 |
| AND 11-4.1.6 ) SHALL BE PROVIDED THAT |
| COMPLIES WITH SECTION 11-4.7 , 11-4.8 , |
| 11-4.10 , OR 11-4.11 , RESPECTIVELY. AN |
| ACCESSIBLE ROUTE DOES NOT INCLUDE |
| STAIRS, STEPS, OR ESCALATORS. SEE |
| DEFINITION OF ?EGRESS, MEANS OF? IN |
| SECTION 11-3.5 [SEE FIGURE 11-7 (C) AND |
| FIGURE 11-7 (D)]. |
| |
| 6) SHEET# 3, PLANS INDICATE AREAS OF |
| WALLS WHERE NEW OPENINGS ARE BEING |
| CREATED. ON THE NORTH WALL THERE IS A |
| SECTION 3/10 WITH A NOTE NEW #6 NEXT TO |
| OPENINGS, DOES MEAN IF A #6 REBAR IS |
| DEPICTED NEXT TO AN OPENING THIS IS A |
| NEW OPENING? |
| |
| 7) OFFICE WITH DOOR# 7 PRIVATE RESTROOM |
| TO BE ADAPTABLE, REQUIRING BACKING & |
| TURNING RADIUS. |
| 11-4.1.3(11) TOILET FACILITIES. IF |
| TOILET ROOMS ARE PROVIDED, THEN EACH |
| PUBLIC AND COMMON USE TOILET ROOM SHALL |
| COMPLY WITH SECTION 11-4.22 . OTHER |
| TOILET ROOMS PROVIDED FOR THE USE OF |
| OCCUPANTS OF SPECIFIC SPACES (I.E., A |
| PRIVATE TOILET ROOM FOR THE OCCUPANT OF |
| A PRIVATE OFFICE) SHALL BE ADAPTABLE . |
| IF BATHING ROOMS ARE PROVIDED, THEN EACH |
| PUBLIC AND COMMON USE BATHROOM SHALL |
| COMPLY WITH SECTION 11-4.23 . ACCESSIBLE |
| TOILET ROOMS AND BATHING FACILITIES |
| SHALL BE ON AN ACCESSIBLE ROUTE. |
| |
| 8) SHEET# 3 CONFERENCE ROOM DOOR# 22 |
| MISSING THE REQUIRED 18" ON PULL SIDE. |
| 11-4.13.6 MANEUVERING CLEARENCES |
| AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| AT DOORS THAT ARE NOT AUTOMATIC OR |
| POWER-ASSISTED SHALL BE AS SHOWN IN |
| FIG. 25. THE FLOOR OR GROUND AREA WITH |
| IN THE REQUIRED CLEARENCES SHALL BE |
| CLEAR & LEVEL. |
| |
| 9) RESTROOM DOORS 12& 13 SWING OVER THE |
| 1/2 THE REQUIRED EGRESS WIDTH. |
| 1008.1.8.8 |
| DURING ITS SWING, ANY DOOR IN A MEANS OF |
| EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST |
| ONE HALF OF THE REQUIRED WIDTH OF AN |
| AISLE, CORRIDOR, PASSAGEWAY, OR LANDING, |
| NOR PROJECT MORE THAN 7 INCHES (178 MM) |
| INTO THE REQUIRED WIDTH OF AN AISLE, |
| CORRIDOR, PASSAGEWAY OR LANDING, WHEN |
| FULLY OPEN |
| |
| 10) SHEET# 3 & 4 BOTH INDICATE A |
| MEZZANINE BUT PLANS DO NOT INDICATE WHAT |
| TYPE OF OCCUPANCY WILL TAKE PLACE |
| MEZZANINE LEVEL? |
| |
| 11)MEZZANINE IF STORAGE: |
| 106.4.2 STORAGE & FACTORY- INDUSTRIAL 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. |
| |
| 12) MEZZANINE: IF STORAGE: |
| 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. |
| |
| 13) SHEET#3 DOESN'T PROVIDE ANY CUT |
| SECTIONS THROUGH TENANT SEPARATION WALL |
| PROVIDING 1HR TENANT SEPERTION. |
| 708.1(5) |
| |
| 14) DOOR SCHEDULE DOESN'T INDICATE THE |
| RATING FOR DOORS 2 & 3. |
| |
| 15) OVERFLOW SCUPPERS, SHEET 4,6 AND 6A |
| DO NOT PROVIDE ENOUGH INFORMATION AS TO |
| THE LOCATION THE OVERFLOW SCUPPERS ARE |
| TO BE PLACED IN RELATION TO THE ROOF |
| DECK. |
| 1503.4.3 |
| 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. |
| |
| 16) PLANS DO NOT PROVIDE THE FINISHED |
| HEIGTH FLOOR TO CEILING BENEATH THE |
| MEZZANINE. 1208.2 MINIMUM CEILING |
| HEIGHTS. |
| OCCUPIABLE SPACES, HABITABLE SPACES AND |
| CORRIDORS SHALL HAVE A CEILING HEIGHT OF |
| NOT LESS THAN 7 FEET 6 INCHES (2286 MM). BATHROOMS, |
| TOILET ROOMS, KITCHENS, |
| STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE |
| PERMITTED TO HAVE A CEILING HEIGHT OF |
| NOT LESS THAN 7 FEET (2134 MM). |
| |
| 17) 1209.3 MECHANICAL APPLIANCES. |
| ACCESS TO MECHANICAL APPLIANCES |
| INSTALLED IN UNDER-FLOOR AREAS, IN ATTIC |
| SPACES AND ON ROOFS OR ELEVATED |
| STRUCTURES SHALL BE IN ACCORDANCE WITH |
| THE FLORIDA BUILDING CODE, MECHANICAL. |
| |
| 18) SHEET# 9 DETAIL# 2, IS MISSING THE |
| HANDRAIL COTINUING TO THE BOTTOM OF |
| STAIR LEFT SIDE OF DETAIL. |
| 1009.11 HANDRAILS. STAIRWAYS SHALL HAVE |
| HANDRAILS ON EACH SIDE. |
| |
| 19) SHEET# 10 INDICATES A 12"X12" |
| EXTERIOR MOLDING, PROVIDE DETAILS, AND |
| TYPE OF MATERIAL? |
| |
| 20) SHEET# 12 WIND INFORMATION |
| REFREENCES THE FBC 2001 CODE. |
| |
| 21) SHEET# 12 NO MENTION OF THE LIVE |
| FLOOR LOADS REQUIRED FOR THE MECANICAL |
| CLOSETS 60 PSF TABLE 1607.1. |
| |
| 22) SHEET# 12 NO MENTION TO THE LIVE |
| LOADS TO BE RESISTED FOR THE STAIRS. |
| TABLE 1607.1. |
| |
| 23) SHEET 18 INDICATES A/C DUCT |
| PENETRATING TENANT SEPERATION WALL AND |
| TRANSFER GRILLE NO FIRE DAMPERS.716.1.1 |
| DUCTS AND AIR TRANSFER OPENINGS WITHOUT |
| DAMPERS. DUCTS AND AIR TRANSFER OPENINGS |
| THAT PENETRATE FIRE-RESISTANCE-RATED |
| ASSEMBLIES AND ARE NOT REQUIRED BY THIS |
| SECTION TO HAVE DAMPERS SHALL COMPLY |
| WITH THE REQUIREMENTS OF SECTION 712 |
| |
| 24) SHEET 18 ALSO INDICATES A/C |
| CONDENSATE PENETRATING 1 HR TENANT |
| SEPERATION WALL. |
| 712.3.1.2 THROUGH-PENETRATION FIRESTOP |
| SYSTEM. THROUGH PENETRATIONS SHALL BE |
| PROTECTED BY AN APPROVED PENETRATION |
| FIRESTOP SYSTEM INSTALLED AS TESTED IN |
| ACCORDANCE WITH ASTM E 814 OR UL 1479, |
| WITH A MINIMUM POSITIVE PRESSURE |
| DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF |
| WATER AND SHALL HAVE AN F RATING OF NOT |
| LESS THAN THE REQUIRED FIRE-RESISTANCE |
| RATING OF THE WALL PENETRATED. |
| |
| 25) WPB ADMIN CODE 106.3* PRODUCT |
| APPROVALS. THOSE PRODUCT WHICH ARE |
| REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| FOR JURISDICTIONAL APPROVAL. |
| |
| 26) 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 |
| B) MULLIONS |
| C) GLAZED DOORS |
| D) HOLLOW METAL DOORS SINGLE & PAIR |
| E) ROOF ASSEMBLIES |
| 1) FLAT ROOF INSULATION |
| 2) MODIFIED SINGLE PLY |
| 3) SLOPED ROOFING APPLICATION |
| 4) ROOF TILE REPORT |
| |
| 27) THIS ROOF IS MISSING OR NOT IN |
| COMPLIANCE WITH THE FOLLOW ITEMS: |
| _X_ CONTRACTOR FAILED TO SUBMIT PRODUCT APPROVALS. |
| |
| _X_ CONTRACTOR FAILED TO INDICATE WHICH |
| SYSTEM TO BE USED. |
| |
| _X_ THE SYSTEM PROVIDED HAS A LOW |
| PRESSURE FOR ZONE ___ . |
| |
| _X_ NO REPORT SUBMITTED,MAY BE A |
| SITUATION: |
| THE SYSTEM PROVIDED STATES |
| LIMITATION# 7, SHOULD THE FASTENER |
| RESISTANCE BE LESS THAN THAT |
| REQUIRED, AS DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED |
| FASTENER SPACING, PREPARED , SIGNED |
| |
| AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF |
| CONSULTANT MAY BE SUBMITTED. |
| |
| _X_NO REPORT SUBMITTED, MAYBE A |
| SITUATION. |
| THE SYSTEM PROVIDED INDICATES |
| LIMITATION# 9, NO ENHANCED |
| FASTENING ALLOWED. |
| |
| _X_ HIP OR RIDGE TILE INDICATE WHAT TYPE |
| |
| OF HIP BOARD TO BE USED, ALSO |
| INDICATE TYPE OF FASTENING. |
| CLAY AND CONCRETE ROOF TILES SHALL BE |
| FASTENED IN ACCORDANCE WITH SECTION 1609 |
| OR IN ACCORDANCE WITH FRSA/RTI |
| 07320/08/05 INSTALLATION MANUAL. |
| |
| 1507.3.8 APPLICATION. |
| TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S |
| INSTALLATION INSTRUCTIONS |
| OR RECOMMENDATIONS OF THE FRSA/RTI |
| 07320/08/05. |
| |
| 28)SHEET 11 DETAILS D/E GLASS IN GUARD |
| RAILS: |
| 1607.7.1.1 CONCENTRATED LOAD. |
| HANDRAIL ASSEMBLIES AND GUARDS SHALL BE |
| ABLE TO RESIST A SINGLE CONCENTRATED |
| LOAD OF 200 POUNDS (0.89 KN), APPLIED IN |
| ANY DIRECTION AT ANY POINT ALONG THE |
| TOP, AND HAVE ATTACHMENT DEVICES AND |
| SUPPORTING STRUCTURE TO TRANSFER THIS |
| LOADING TO APPROPRIATE STRUCTURAL |
| ELEMENTS OF THE BUILDING. THIS LOAD NEED |
| NOT BE ASSUMED TO ACT CONCURRENTLY WITH |
| THE LOADS SPECIFIED IN THE PRECEDING |
| PARAGRAPH. |
| 2407.1.1 LOADS. |
| THE PANELS AND THEIR SUPPORT SYSTEM |
| SHALL BE DESIGNED TO WITHSTAND THE LOADS |
| SPECIFIED IN SECTION 1607.7 . A SAFETY |
| FACTOR OF FOUR SHALL BE USED. |
| 2407.1.2 SUPPORT. |
| EACH HANDRAIL OR GUARD SECTION SHALL BE |
| SUPPORTED BY A MINIMUM OF THREE GLASS |
| BALUSTERS OR SHALL BE OTHERWISE |
| SUPPORTED TO REMAIN IN PLACE SHOULD ONE |
| BALUSTER PANEL FAIL. GLASS BALUSTERS |
| SHALL NOT BE INSTALLED WITHOUT AN |
| ATTACHED HANDRAIL OR GUARD. |
| |
| 29) NOTE TO BE CHECKED WITH INSPECTOR: |
| FLUX |
| 804.5.1 MINIMUM CRITICAL RADIANT FLUX . |
| INTERIOR FLOOR FINISH IN VERTICAL EXITS, |
| EXIT PASSAGEWAYS AND EXIT ACCESS |
| CORRIDORS SHALL NOT BE LESS THAN CLASS I |
| IN GROUPS I-2 AND I-3 AND NOT LESS THAN |
| CLASS II IN GROUPS A, B, E, H, I- 4, M, |
| R-1, R-2 AND S. IN ALL OTHER AREAS, THE |
| INTERIOR FLOOR FINISH SHALL COMPLY WITH |
| THE DOC FF-1 ?PILL TEST? (CPSC 16 CFR, |
| PART 1630). |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |