| Date |
Text |
| 2002-07-21 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02060714 |
| | ADD: 1600 PRESIDENTIAL WAY |
| | CONT: AVSCONST CORP. |
| | TEL: (954) 961-3848 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | PARK PLACE AT 1600 PRESIDENTIAL WAY |
| | |
| | ARCH: CLEMENT DIFILLIPPO |
| | TELL: (305) 672-6312 |
| | *****GENERAL COMMENTS***** |
| | 1)FL BLD CODE CHAP 5 HEIGTH & AREA OF |
| | BUIULDINGS NOT DISCLOSED. |
| | |
| | 2) TYPE OF CONSTRUCTION (603-608) NOT |
| | DISCLOSED.TABLE 500 REQUIRES A-2 TO BE |
| | LOCATED ON THE 3RD FLOOR TO BE TYPE II. |
| | |
| | 3) PLAN REVIEW IS $250.00 / BUILDING |
| | AMOUNT OF BUILDINGS TO BE DETERMINED! |
| | THREE VS FIVE! |
| | |
| | 4) AWNINGS BY SEPERATE PERMIT WITH ASS- |
| | OCIATED PLANS, FEES & PERMITS. |
| | |
| | 5) MISSING PAGES, A2-2 NOTES INDICATES |
| | PAGES A2-6,A2-8 MISSING? |
| | |
| | 6) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | S5-1 ARDAMAN & ASSOCIATES FILE # |
| | 02-2012. |
| | |
| | 7)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 8)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. |
| | |
| | 9) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORTS: |
| | A) ALL GLAZED OPENINGS, SLIDING GLASS |
| | DOORS, WINDOWS & SKYLIGHTS. |
| | B) EXTERIOR DOORS,UNIT ENTRY DOORS INC. |
| | C) ROOFING ASSEMBLIES |
| | D) STORM SHUTTERS FIRST FLOOR WHEN |
| | APPROVED BY BLDG OFFICIAL SEE |
| | ATTACHMENT. |
| | |
| | 10)SITE SPECIFIC ENGINEERING (PRODUCT |
| | APPROVAL) REQUIRES THE WET SIGNATURE, |
| | DATE AND EMBOSSED SEAL OF THE ENGINEER |
| | CERTIFYING THE PRODUCT AND SIGNATURE |
| | AND SEAL OF THE DESIGN PROFESSIONAL |
| | OF RECORD. |
| | |
| | 11)PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING. |
| | FBC 1606.1.4. |
| | |
| | 12)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. |
| | FIRST FLOOR, WHEN APPOVED BY BLDG |
| | OFFICIAL, SEE ATTACHMENT. |
| | |
| | 13) 1606.4.4 ANCHOR METHODS. PROVIDE |
| | INFORMATION FOR INSTALLATION OF DOOR |
| | AND WINDOW BUCKS. |
| | |
| | 14) 1707.4.4.1 ANCHOR REQUIREMENTS: |
| | WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR |
| | ED IN ACCORDANCE WITH THE PUBLISHED |
| | MANUFACTURER'S RECOMMENDATIONS TO |
| | ACHIEVE THEDESIGN PRESSURE SPECIFIED. |
| | SUBSTITUTE ANCHORING SYSTEM USED FOR |
| | THE SUBSTRATE NOT SPECIFIED BY THE |
| | FENESTRATION MANUFACTURER SHALL PROVIDE |
| | EQUAL OR GREATER ANCHORING AS DEMONSTRA- |
| | TED BY ACCEPTED ENGINEERING PRACTICES. |
| | |
| | 15)905.2.1 APPROVED SINGLE-STATION OR |
| | MULTIPLE STATION SMOKE DETECTORS SHALL |
| | BE INSTALLED IN ACCORDANCE WITH NFPA 72, |
| | CHAPTER 2, WITHIN EVERY DWELLING UNIT |
| | WITHIN AN APARTMENT HOUSE, CONDOMINIMUM, |
| | OR TOWNHOUSE AND EVERY GUEST OR SLEEPING |
| | ROOM IN A MOTEL, HOTEL, OR DORMITORY & |
| | SLEEPING ROOMS IN RESIDENTIAL CARE/ |
| | ASSISTED LIVING OCCUPANCIES. WHERE MORE |
| | THAN ONE DETECTOR IS REQUIRED TO BE |
| | INSTALLED WITHIN INDIVIDUAL DWELLING |
| | UNIT, THE DETECTOR SHALL BE WIRED IN |
| | SUCH A MANNER THAT THE ACTUATION OF ONE |
| | ALARM WILL ACTIVATE ALL THE ALARMS IN |
| | THE INDIVIDUAL UNIT. |
| | |
| | 16)905.2.1 RESIENTIAL SMOKE ALARMS: |
| | NFPA 72.A-8-1.2.1(B) ALL SMOKE DETECTORS |
| | SPECIFIED IN A-8-1.2.1(A) FOR EXISTING |
| | CONSTRUCTION ARE REQUIRED, AND, IN ADD- |
| | TION, A SMOKE DETECTOR IS REQUIRED IN |
| | EACH SLEEPING ROOM. |
| | |
| | 17)903.8.2 FLOR ST STATUTE 553.895(2) |
| | ALL RESIDENTIAL BUILD. 3 OR MORE STORIES |
| | TALL WHETHER DESIGNATED AS TOWNHOUSE, |
| | CONDOMINIUMS, "APARTMENT HOUSES, |
| | TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| | OTHER NAME SHALL BE SUPPLIED BY FIRE |
| | SPRINKLERS MEETING NFPA 101. NO PLANS |
| | WERE SUPPLIED. |
| | |
| | 18) MEANS OF EGRESS: A CONTINUOUS AND |
| | UNOBSTRUCTED WAY OF TRAVEL FROM ANY |
| | POINT IN A BUILDING OR STRUCTURE TO A |
| | PUBLIC WAY, CONSISTING OF THREE SEPERATE |
| | AND DISTINCT PARTS: (1) THE WAY OF THE |
| | EXIT ACCESS, (2) THE EXIT, AND (3) THE |
| | THE WAY OF OF THE EXIT DISCHARGE. |
| | A MEANS OF EGRESS COMPRISES THE VERTICAL |
| | AND HORIZONTAL WAYS OF TRAVEL AND |
| | INCLUDE THE INTERVENING ROOM SPACE,DOORS |
| | CORRIDORS,PASSAGEWAYS,BALCONIES, STAIRS, |
| | RAMPS, ENCLOSURES, LOBBIES, HORIZONTAL |
| | EXITS, COURTS AND YARDS. |
| | |
| | 19) THIS COMMENT APPLIES FOR BLDG A & B |
| | 1006.2.2.THIS SHALL BE AN ISSUE IF THE |
| | PLAN REVIEW REVEALS THERE ARE (2) "A" |
| | BUILDINGS AND (2) "B" BUILDINGS. |
| | OPEN PORCHES BALCONIES & STAIRWAYS SHALL |
| | BE LOCATED AT LEAST 10 FT FROM ALL |
| | ADJACENT PROPERTY LINES AND FROM OTHER |
| | BUILDINGS ON THE SAME LOT, UNLESS |
| | OPENINGS IN SUCH BUILDINGS ARE PROTECTED |
| | BY 3/4 HR FIRE RESISTANT DOORS & WINDOWS |
| | IF A FIRE WERE TO BREAK OUT ON |
| | THE LANDING IN FRONT OF THE DOOR OF |
| | BLDG A1 OR B1 HOW WOULD THE RESIDENT GET |
| | OUT? THE INTENT OF THE CODE IS TO HAVE |
| | 2 MEANS OF EGRESS? |
| | |
| | 20)11.4.3.11AREAS OF RESCUE ASSISTANCE |
| | INDICATE LOCATION AND CONSTRUCTION TYPE |
| | FOR AREAS OF REFUGE, INDICATE ON PLAN |
| | WHICH CASE USED (1-7). |
| | |
| | 21)11-4.3.11.2 STAIRWAY WIDTH, EACH |
| | STAIRWAY ADJACENT TO AN AREA OF RESCUE |
| | SHALL HAVE A MINIMUM CLEAR WIDTH OF |
| | 48" BETWEEN HANDRAILS. |
| | |
| | 22) MISSING RATINGS ON DOORS AS PER |
| | TABLE 705.1.2. OPENING PROTECTIVES. |
| | |
| | 23)705.2.4.2 REFUSE AND LAUNDRY CHUTE |
| | ENCLOSURES. A SHAFT CONTAINING A REFUSE |
| | OR LAUNDRY CHUTE SHALL BE USED FOR NO |
| | OTHER PURPOSE ANS SHALL PURPOSE AND BE |
| | PROTECTED BY A SHAFT ENCLOSURE IN ACCORD |
| | ANCE WITH 705.2.3. ALL OPENING S INTO |
| | THE SHAFT ENCLOSURE, ENCLUDING THOSE |
| | FROM ACCESS ROOMS AND TERMINATION ROOMS, |
| | SHALL BE PROTECTED IN ACCORDANCE WITH |
| | TABLE 705.1.2. |
| | |
| | 24)705.2.4.3. REFUSE & LAUNDRY CHUTE |
| | ACCESS ROOMS. ACCESS OPENINGS FOR REFUSE |
| | AND LAUNDRY CHUTES SHALL BE LOCATED IN |
| | ROOMS OR COMPARMENTS COMPLETELY ENCLOSED |
| | BY CONSTRUCTION & OPENING PROTECTIVES IN |
| | ACCORDANCE WITH TABLE 705.1.2.ACCESS |
| | OPENINGS TO REFUSE AND LAUNDRY CHUTES |
| | SHALL NOT BE LOCATED IN EXIT ACCESS |
| | CORRIDORS OR EXIT ENCLOSURES. |
| | |
| | 25)705.4.6 AUTOMATIC SPRINKLERS. AN |
| | APPROVED AUTOMATIC SPRINKLER SYSTEM |
| | SHALL BE INSTALLED AT THE TOP AND AT |
| | ALTERNATE FLOOR LEVELS IN REFUSE & |
| | LAUNDRY CHUTES AND IN THE TERMINATION |
| | ROOMS. |
| | |
| | 26) SHEET A7-2 DOESN'T INDICATE THE |
| | RATING ON THE SHAFT WALL OR COMPOSITION |
| | OF THE WALL, PLEASE PROVIDE A UL LISTING |
| | |
| | 27) TABLE 705.1.2 SHAFT ENCLOSURES 4 |
| | STORIES AND MORE 2 HR RATING, PLEASE PRO |
| | VIDE U L RATING FOR BATHROOM EXHAUST, |
| | DRYER EXHAUST& SHAFTS FOR REFRIGARANT |
| | PIPING. |
| | |
| | 28) ELEVATED WALKWAYS, 1604.8:SKYWALK |
| | SUPPORTS FOR WALKWAYS, WHERE WALKWAYS |
| | ARE TO BE INSTALLED ABOVE CEILINGS, |
| | SUPPORTS SHALL BE DESIGNED TO CARRY A |
| | LOAD OF 200 LBS OCUPYING A SPACE 2 1/2 |
| | SQ FT SO PLACED AS TO PRODUCE MAXIMUM |
| | STRESS IN THE AFFECTED MEMBERS. |
| | |
| | 29)3003.6.1 VENTS. HOISTWAYS OF ELEVA- |
| | TORS SERVING MORE THAN 3 FLOORS SHALL BE |
| | PROVIDED WITH MEANS OF VENTING SMOKE |
| | AND HOT GASES TO THE OUTER AIR IN CASE |
| | OF FIRE. |
| | |
| | 30)3003.6.2 VENTS SHALL BE LOCATED |
| | BELOW THE FLOOR OR FLOORS AT THE TOP OF |
| | THE HOISTWAY, AND SHALL BE EITHER DIR- |
| | ECTLY TO THE OUTER AIR OR THROUGH NON- |
| | COMBUSTIBLE DUCTS TO THE OUTER AIR. |
| | |
| | 31)3003.6.3 THE AREA OF THE VENTS |
| | SHALL BE NOT LESS THAN 3 SQ FT FOR EACH |
| | ELEVATOR CAR, WHICHEVER IS GREATER. |
| | |
| | 32) SHEET M4-1 POWER ROOF EXHAUST FAN |
| | DETAIL INDICATES THAT IT IS ATTACHED TO |
| | 3/4 " PLYWOOD DECKING VS CONCRETE |
| | HOLLOW CORE PLANKING? |
| | |
| | 33)1511.7 ROOF MOUNTED MECHANICAL UNITS |
| | 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 |
| | HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| | |
| | 34)PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| | EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| | TION. |
| | |
| | 35)TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 36) 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | 37) 1204.3 SHOWERS. SHOWER COMPARTMENTS |
| | SHALL HAVE FLOORS AND WALLS CONSTRUCTED |
| | OF SMOOTH, CORROSION RESISTANT AND NON- |
| | ABSORBENT WATER-RESISTANT MATERIALS TO A |
| | HEIGHT OF NOT LESS THAN 70" ABOVE THE |
| | COMPARTMENT FLOOR AT DRAIN. |
| | |
| | 38) SHEET S1-1 NOTE:TYPICAL 5" CONC. |
| | FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 39)1814.2.4 WALL & FLOOR JOINTS AND |
| | PENETRATIONS SHALL BE MADE WATER TIGHT |
| | USING APPROVED METHODS & MATERIALS. |
| | |
| | 40) SHEET S5-5 DOESN'T INDICATE THE HR |
| | RATING FOR TYPE II BUILD. PROVIDE ADDI- |
| | TIONAL INFORMATION. MEETING ROOM 3RD |
| | FLOOR. |
| | |
| | 41) SHEET S5-4 DOESN'T INDICATE THE MAG- |
| | NITUDE OF LOADS, VERTICAL, HORIZONTAL & |
| | LATERAL THAT SHALL BE RESISTED BY THE |
| | TRUSSES. NO INFORMATION ON TRUSS ANCHOR |
| | MANUFACTURER OR MODEL? |
| | |
| | 42) NO INFORMATION ON THE STAIRWELL |
| | RAILINGS? |
| | |
| | 43)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. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING 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 |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
