| Date |
Text |
| 2005-08-27 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05070949 |
| | ADD: 701 S ROSEMARY # 145 |
| | CONT: HIRSCH CONSTTRUCTION |
| | TEL: (978)979-1174 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) CORRECT THE ADDRESS ON BOTH THE |
| | APPLICATION AND ON THE PLANS. |
| | |
| | 3) SEE ELECTRICAL & PLUMBING NOTES FOR: |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 4) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, THE |
| | STRUCTURAL CALCULATIONS PROVIDED |
| | INDICATE THAT INPUT PROPERTIES THE STUDS |
| | WILL HAVE HOLES PUNCHED 1.5"X 4.0" WHERE |
| | AS THE INPUT PARAMETERS INDICATE THAT |
| | THE SHEAR AND WEB CRIPPLING CAPACITY IS |
| | BASED ON " UNPUNCHED WEBS".CLARIFY? |
| | |
| | 5) 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 |
| | THE ZELUCK PRODUCT APPROVALS DO NOT |
| | APPEAR ON THE FLORIDA WEB SITE. EITHER |
| | NEW PRODUCT APPROVALS ARE TO BE |
| | SUBMITTED OR SUBMIT FOR LOCAL WITH THIRD |
| | PARTY QUALITY ASSURANCE PROGRAM THAT IS |
| | LISTED WITH THE STATE. SEE LOCAL |
| | APPLICATION ATTACHED. |
| | 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: |
| | WINDOWS |
| | DOORS |
| | EFIS SYSTEMS |
| | |
| | 6)11-4.35 DRESSING AND FITTING ROOMS. |
| | |
| | 11-4.35.1 GENERAL. DRESSING AND |
| | FITTING ROOMS REQUIRED TO BE ACCESSIBLE |
| | BY ?11-4.1 SHALL COMPLY WITH ?11-4.35 |
| | AND SHALL BE ON AN ACCESSIBLE ROUTE. |
| | |
| | 11-4.35.2 CLEAR FLOOR SPACE. A CLEAR |
| | FLOOR SPACE ALLOWING A PERSON USING A |
| | WHEELCHAIR TO MAKE A 180-DEGREE TURN |
| | SHALL BE PROVIDED IN EVERYACCESSIBLE |
| | DRESSING ROOM ENTERED THROUGH A SWINGING |
| | OR SLIDING DOOR.NO DOOR SHALL SWING |
| | INTO ANY PART OF THE TURNING SPACE. |
| | TURNING SPACE SHALL NOT BE REQUIRED IN A |
| | PRIVATE DRESSING ROOM ENTERED THROUGH A |
| | CURTAINED OPENING AT LEAST 32 IN.(815 |
| | MM) WIDE IF CLEAR FLOOR SPACE COMPLYING |
| | WITH 11-4.2 RENDERS THE DRESSING ROOM |
| | USABLE BY A PERSON USING A WHEELCHAIR. |
| | |
| | 11-4.35.3 DOORS. ALL DOORS TO ACCESSIBLE |
| | DRESSING ROOMS SHALL BE IN |
| | COMPLIANCE WITH ?11-4.13. |
| | |
| | 11-4.35.4 BENCH. EVERY ACCESSIBLE |
| | DRESSING ROOM SHALL HAVE A 24 IN. BY |
| | 48 IN.(610 MM BY 1220 MM) BENCH FIXED |
| | TO THE WALL ALONG THE LONGER DIMENSION. |
| | THE BENCH SHALL BE MOUNTED 17 IN. TO 19 |
| | IN.(430 MM TO 485 MM) ABOVE THE FINISH |
| | FLOOR.CLEAR FLOOR SPACE SHALL BE |
| | PROVIDED ALONGSIDE THE BENCH TO ALLOW A |
| | PERSON USING A WHEELCHAIR TO MAKE A |
| | PARALLEL TRANSFER ONTO THE BENCH.THE |
| | STRUCTURAL STRENGTH OF THE BENCH AND |
| | ATTACHMENTS SHALL COMPLY WITH 11-4.26.3. |
| | |
| | 11-4.35.5 MIRROR. WHERE MIRRORS ARE |
| | PROVIDED IN DRESSING ROOMS OF THE SAME |
| | USE, THEN IN AN ACCESSIBLE DRESSINGROOM, |
| | A FULL-LENGTH MIRROR, MEASURING AT LEAST |
| | 18 IN. WIDE BY 54 IN. HIGH (460 MM BY |
| | 1370 MM), SHALL BE MOUNTED IN A POSITION |
| | AFFORDING A VIEW TO A PERSON ON THE |
| | BENCH AS WELL AS TO A PERSON IN A |
| | STANDING POSITION. |
| | |
| | 7)SHEET A2.1 FLAME SPREAD NOTES REFRENCE |
| | THE UBC CODE TABLE 8-B, CORRECT. |
| | |
| | 8) SHEET A2.2 REFRENCES A HANDICAPPED |
| | SIGNAGE PER ADA, SEE CHAPTER 11 FL BLDG |
| | CODE. |
| | THE TEXT ENCLOSED IN SHADED BOXES |
| | INDICATES CHANGES TO THE ADA |
| | ACCESSIBILITY GUIDELINES (ADAAG). |
| | CHANGES ARE BASED ON REQUIREMENTS |
| | ESTABLISHED BY FLORIDA LAW AND |
| | REQUIREMENTS ESTABLISHED BY 28 CFR 36 |
| | SUBPART A AND D. |
| | |
| | |
| | 11-1.1THIS CODE SHALL TAKE EFFECT |
| | OCTOBER 1, 1997. |
| | |
| | 11-1.2 ALL NEW OR ALTERED BUILDINGS AND |
| | FACILITIES SUBJECT TO THIS CODE |
| | WHICH MAY BE FREQUENTED IN, LIVED IN, OR |
| | WORKED IN BY THE PUBLIC SHALL |
| | COMPLY WITH THIS CODE. |
| | |
| | 11-1.3 THIS CODE ESTABLISHES STANDARDS |
| | FOR ACCESSIBILITY TO PLACES OF |
| | PUBLIC ACCOMMODATION AND COMMERCIAL |
| | FACILITIES BY INDIVIDUALS WITH |
| | DISABILITIES.THIS CODE SHALL ALSO |
| | APPLY:TO STATE AND LOCAL GOVERNMENT |
| | FACILITIES PURSUANT TO ?553.503, FLORIDA |
| | STATUTES; TO PRIVATE CLUBS |
| | PURSUANT TO ?553.505, FLORIDA STATUTES; |
| | AND TO RESIDENTIAL BUILDINGS |
| | PURSUANT TO ?553.504(2), FLORIDA |
| | STATUTES.IT IS TO BE APPLIED DURING |
| | THE DESIGN, CONSTRUCTION, AND ALTERATION |
| | OF SUCH BUILDINGS AND FACILITIES |
| | AS REQUIRED BY SECTIONS 553.501-553.512, |
| | FLORIDA STATUTES. |
| | |
| | 9) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A2.1 DETAIL 4 & 5 INDICATE AN |
| | EQUIPMENT PLATFORM, DOES THIS PLATFORM |
| | CONTINUE OVER THE RESTROOM? PROVIDE THE |
| | LOADING OF THIS PLATFORM? |
| | 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. |
| | 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. |
| | |
| | 10) SHEET A3.0 EXTERIOR TRIM , NO WOOD |
| | EXTERIOR TRIM ALLOWED. SEE: |
| | 1404.1.1 ARCHITECTURAL TRIM ON BUILDINGS |
| | OF TYPE I, II AND IVCONSTRUCTION NOT |
| | MORE THAN THREE STORIES OR 40 FT (12.2 |
| | M) HIGH MAY BE OFTYPE VI |
| | CONSTRUCTION, AND MAY BE OF TYPE VI |
| | CONSTRUCTION ON ALL BUILDINGSOF TYPE |
| | III, V AND VI CONSTRUCTION.TRIM SHALL |
| | BE SECURED TO THE WALL WITH METAL OR |
| | OTHER APPROVED BRACKETS OR FASTENERS. |
| | WHEN ARCHITECTURALTRIM IS LOCATED |
| | ALONG THE TOP OF EXTERIOR WALLS, IT |
| | SHALL BE COMPLETELYBACKED BY THE |
| | EXTERIOR WALL AND SHALL NOT EXTEND OVER |
| | THE TOP OF EXTERIORWALLS. |
| | |
| | 11) NOTE TRIM ON PAGE 11 INDICATES WOOD |
| | TRIM. |
| | NOTE:803.4 FOAM PLASTICS. FOAM PLASTICS |
| | SHALL NOT BE USED AS INTERIOR FINISH. |
| | |
| | EXCEPTION: FOAM PLASTIC TRIM, DEFINED |
| | AS PICTURE MOLDS, CHAIR RAILS, |
| | BASEBOARDS, HANDRAILS, CEILING BEAMS, |
| | DOOR TRIM AND WINDOW TRIM SHALL BE |
| | PERMITTED TO BE USED PROVIDED: |
| | |
| | 1. THE MINIMUM DENSITY IS 20 LB/CU FT |
| | (320 KG/M^3). |
| | |
| | 2. THE MAXIMUM THICKNESS OF THE TRIM |
| | IS 1/2 INCH (12.7 MM) AND THE |
| | MAXIMUM WIDTH IS 4 INCHES (102 MM). |
| | |
| | 3. THE TRIM CONSTITUTES NO MORE THAN |
| | 10 PERCENT OF THE AREA OF ANY WALL |
| | OR CEILING. |
| | |
| | 4. THE FLAMESPREAD RATING DOES NOT |
| | EXCEED 75 WHEN TESTED PER ASTM E 84. |
| | THE SMOKE DEVELOPED RATING IS NOT |
| | LIMITED. |
| | |
| | 12)A9.0 INDICATES WOOD SUB BUCKS |
| | 609.2.1 TYPE I AND TYPE II CONSTRUCTION. |
| | PARTITIONS SHALL BE CONSTRUCTED OF |
| | NONCOMBUSTIBLE MATERIALS. |
| | |
| | 13) A9.1 DETAILS INDICATE USE OF WOOD IN |
| | CONCEALED SPACES: |
| | 707.1 CONCEALED SPACES IN TYPES I, II |
| | AND IV CONSTRUCTION.COMBUSTIBLES |
| | SHALL NOT BE PERMITTED IN CONCEALED |
| | SPACES OF TYPES I, II OR IV |
| | CONSTRUCTION. |
| | 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
