| 2005-06-26 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05050354 |
| | ADD: 3700 BROADWAYY |
| | CONT: WEST |
| | TEL: (561)718-8656 |
| | 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)PROVIDE OCCUPANCY CLASSIFICATION? IT |
| | APPEARS TO BE A SCHOOL, AGE OF STUDENTS, |
| | IS THIS A VOCATIONAL SCHOOL? SEE 306.1.1 |
| | & 306.1.4. |
| | |
| | 3) PROVIDE ADDITIONAL INFORMATION, |
| | PROVIDE MIN. BUILDING TYPE OF DESIGN, |
| | (TABLE 500/ 600) IF ANY AREA INCREASES |
| | WERE TAKEN? |
| | |
| | 4) THE VALUE OF THE BUILDING FROM THE |
| | PROPERTY APPRAISER INDICATES THE VALUE |
| | AT $138,050.00 REQUIRING; 3401.7.2.6 |
| | WHEN REPAIRS AND ALTERATIONS AMOUNTING |
| | TO MORE THAN 50 PERCENT OF THE VALUE OF |
| | THE EXISTING BUILDING ARE MADE DURING |
| | ANY 12 MONTH PERIOD, THE BUILDING OR |
| | STRUCTURE SHALL BE MADE TO CONFORM TO |
| | THE REQUIREMENTS FOR A NEW BUILDING OR |
| | STRUCTURE OR BE ENTIRELY DEMOLISHED. |
| | EXCEPTIONS: |
| | 1. PROVIDED THERE IS NO CHANGE IN |
| | OCCUPANCY, FOUNDATIONS, SLABS, TIE |
| | BEAMS, TIE COLUMNS, REINFORCED MASONRY |
| | AND MASONRY WALLS ERECTED IN |
| | COMPLIANCE WITH THE CODE UNDER WHICH THE |
| | BUILDING WAS CONSTRUCTED. |
| | 2. THOSE PROPERTY IMPROVEMENTS |
| | INVOLUNTARILY ALTERED BY RIGHT OF |
| | EMINENT DOMAIN NEED ONLY TO MEET THE |
| | REQUIREMENTS OF THE CODE IN FORCE AT THE |
| | TIME OF ORIGINAL CONSTRUCTION. |
| | |
| | 5A) FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 5B) 1606.1.5 PROVIDE THE MEAN ROOF |
| | HEIGHT. PROVIDE ROOF ZONE INFORMATION, |
| | POS/ NEG PRESSURES FOR ZONES 1,2 & 3. |
| | |
| | 6) 3401.7.2.4 THE REPLACEMENT OF GARAGE |
| | DOORS, EXTERIOR DOORS,SKYLIGHTS, |
| | OPERATIVE AND INOPERATIVE WINDOWS SHALL |
| | BE DESIGNED AND CONSTRUCTED TO COMPLY |
| | WITH CHAPTER 16 OF THIS CODE. |
| | 6A) 1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST. |
| | |
| | 6B)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 |
| | |
| | 6C)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) WINDOWS- NO FL COVERSHEET, FOR SMALL |
| | MISSLE ONLY |
| | B) MULLIONS- NO FL COVERSHEET |
| | C) EXTERIOR DOOR- ARCH FL COVERSHEET |
| | DOES NOT MATCH NOA. |
| | D) STORM SHUTTERS REQUIRED FOR SMALL |
| | MISSLE IMPACT TESTING NO SUBMITTALS |
| | E) ROOF ASSEMBLIES MISSING FL COVER |
| | SHEET, NOA GOOD FOR STEEL DECK PLANS |
| | INDICATE T&G DECK. |
| | |
| | F)FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 7) ENERGY CALS SIGNED BY A ACHITECT OR |
| | ENGINEER ARE REQUIRED TO BE SEALED AND |
| | ORIGINAL SIGNATURE, NOT COPIES. |
| | 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 |
| | |
| | 8) SHEET A-4, FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | 8A) EXTERIOR WALL DETAILS INDICATE THE |
| | USE OF WOOD INFILL, DEPENDING ON THE |
| | CLASSIFICATION OF THIS BUILDING THIS MAY |
| | BE A ISSUE. THE ITEMS IN CONCERN ARE THE |
| | |
| | DESIGNER OF RECORD DOES NOT INDICATE HOW |
| | THE 2X8 PT PLATE WILL BE ANCHORED INTO |
| | THE EXISTING STRUCTURE? |
| | |
| | 8B) THERE IS NO INFORMATIONFOR |
| | STRAPPING REQUIREMENTS FOR EITHER THE |
| | TOP OR BOTTOM PLATE. |
| | |
| | 8C) 13-406.1.ABCD1.2 EXTERIOR JOINTS IN |
| | THE ENVELOPE ENERGY CODE ARE "ALL" |
| | PRESCRIPTIVE REQUIREMENTS TO BE MET. NO |
| | INSULATION IN THE WOOD FRAME WALL. |
| | SEE METHOD A. |
| | |
| | 9) SHEET A-4/ WINDOW SECTION AND A-3 |
| | BOTH INDICATE WINDOW INFILLS, SHEET A-3 |
| | INDICATES INFILL FROM COLUMN TO COLUMN |
| | BUT NO FILLED CELL ADJACENT TO WINDOWS |
| | NOR BUCK DETAILS. |
| | |
| | 10) 11-5.2 COUNTERS AND BARS. |
| | WHERE FOOD OR DRINK IS SERVED AT |
| | COUNTERS EXCEEDING 34 IN. (865 MM) IN |
| | HEIGHT FOR CONSUMPTION BY CUSTOMERS |
| | SEATED ON STOOLS OR STANDING AT THE |
| | COUNTER, A PORTION OF THE MAIN COUNTER |
| | WHICH IS 60 IN. (1525 MM) IN LENGTH |
| | MINIMUM SHALL BE PROVIDED IN COMPLIANCE |
| | WITH ?11-4.32 OR SERVICE SHALL BE |
| | AVAILABLE AT ACCESSIBLE TABLES WITHIN |
| | THE SAME AREA. |
| | |
| | 11) SHOWERS:11-4.21.3 SEAT. A SEAT SHALL |
| | BE PROVIDED IN SHOWER STALLS 36 INCHES |
| | BY 36 INCHES (915 MM BY 915 MM) AND |
| | SHALL BE AS SHOWN IN FIGURE 11-36. |
| | THE SEAT SHALL BE MOUNTED 17 INCHES TO |
| | 19 INCHES (430 MM TO 485 MM) FROM THE |
| | BATHROOM FLOOR AND SHALL EXTEND THE FULL |
| | DEPTH OF THE STALL.IN A 36 INCH BY 36 |
| | INCH (915 MM BY 915 MM) SHOWER STALL, |
| | THE SEAT SHALL BE ON THE WALL OPPOSITE |
| | THE CONTROLS.WHERE A FIXED SEAT IS |
| | PROVIDED IN A 30 INCH BY 60 INCH MINIMUM |
| | (760 MM BY 1525 MM) SHOWER STALL, IT |
| | SHALL BE A FOLDING TYPE AND SHALL BE |
| | MOUNTED ON THE WALL ADJACENT TO THE |
| | CONTROLS AS SHOWN IN FIGURE 11-57.THE |
| | STRUCTURAL STRENGTH OF SEATS AND THEIR |
| | ATTACHMENTS SHALL COMPLY WITH 11-4.26.3. |
| | |
| | 12) WEST ENTRY DOOR TO COMPLY WITH: |
| | 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. |
| | 11-4.1.6(2) DUTY TO PROVIDE AN |
| | ACCESSIBLE PATH OF TRAVEL TO ALTERED |
| | AREAS SHALL BE DEEMED DISPROPORTIONATE |
| | TO THE OVERALL ALTERATION WHEN THE COST |
| | EXCEEDS 20 % OF THE COST OF THE ALTERA- |
| | TION TO THE PRIMARY FUNCTION AREA. |
| | (A)(I) AN ACCESSIBLE ENTRANCE |
| | (II) AN ACCESSIBLE ROUTE |
| | (III) AT LEAST ONE ACCESSIBLE REST- |
| | ROOM FOR EACH SEX OR A SINGLE |
| | UNISEX RESTROOM |
| | (IIII) ACCESSIBLE TELEPHONE |
| | (IV) ELEMENTS SUCH AS PARKING, STOR- |
| | AGE OR ALARMS. |
| | |
| | 13) IF THE OCCUPANCY CLASSIFICATION IS |
| | EDUCATIONAL AND NOT BUSSINESS EGRESS |
| | WINDOW REQUIREMENTS: |
| | 1005.4.2 EVERY ROOM OR SPACE GREATER |
| | THAN 250 FT^2 (23.2 M^2) IN |
| | EDUCATIONAL OCCUPANCIES USED FOR |
| | CLASSROOM OR OTHER EDUCATIONAL PURPOSES |
| | OR NORMALLY SUBJECT TO STUDENT |
| | OCCUPANCY AND EVERY ROOM OR SPACE |
| | NORMALLY |
| | SUBJECT TO CLIENT OCCUPANCY, OTHER |
| | THAN BATHROOMS, IN GROUP D OCCUPANCIES |
| | SHALL HAVE NOT LESS THAN ONE OUTSIDE |
| | WINDOW FOR EMERGENCY RESCUE THAT |
| | COMPLIES WITH THE FOLLOWING: |
| | |
| | 1. SUCH WINDOWS SHALL BE OPENABLE |
| | FROM THE INSIDE WITHOUT THE USE OF |
| | TOOLS AND SHALL PROVIDE A CLEAR |
| | OPENING OF NOT LESS THAN 20 IN. (51 |
| | CM) IN WIDTH, 24 IN. (61 CM) IN |
| | HEIGHT, AND 5.7 FT^2 (0.53 M^2) IN |
| | AREA. |
| | |
| | 2. THE BOTTOM OF THE OPENING SHALL BE |
| | NOT MORE THAN 44 IN.(112 CM) |
| | ABOVE THE FLOOR, AND ANY LATCHING |
| | DEVICE SHALL BE CAPABLE OF BEING |
| | OPERATED FROM NOT MORE THAN 54 IN. |
| | (137 CM) ABOVE THE FINISHED FLOOR. |
| | |
| | 3. THE CLEAR OPENING SHALL ALLOW A |
| | RECTANGULAR SOLID, WITH A WIDTH AND |
| | HEIGHT THAT PROVIDES NOT LESS THAN |
| | THE REQUIRED 5.7 FT2 (0.53 M^2) |
| | OPENING AND A DEPTH NOT LESS THAN |
| | 20 IN.(51 CM), TO PASS FULLY |
| | THROUGH THE OPENING. |
| | |
| | 4. SUCH WINDOWS SHALL BE ACCESSIBLE BY |
| | THE FIRE DEPARTMENT AND SHALL OPEN |
| | INTO AN AREA HAVING ACCESS TO A |
| | PUBLIC WAY. |
| | |
| | EXCEPTIONS: |
| | |
| | 1. EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS SHALL NOT BE REQUIRED IN |
| | BUILDINGS PROTECTED THROUGHOUT |
| | BY AN APPROVED AUTOMATIC SPRINKLER |
| | SYSTEM. |
| | 2. EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS SHALL NOT BE REQUIRED IF THE |
| | ROOM OR SPACE HAS A DOOR LEADING |
| | DIRECTLY TO THE OUTSIDE OF THE |
| | BUILDING. |
| | 3. EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS SHALL NOT BE REQUIRED FOR |
| | ROOMS LOCATED HIGHER THAN THREE |
| | STORIES ABOVE GRADE. |
| | |
| | 14) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 15) 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. |
| | |
| | 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 |