| 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 |
