| Date |
Text |
| 2003-03-07 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | 1) VALUATION.FROM PUBLISHED SBCCI |
| | VALUATION DATA, THE CONSTRUCTION COST |
| | FOR APARTMENTS IN TYPE I CONSTRUCTION IS |
| | $84/SQFT PLUS $1.75/SQFT (SPRINKLERED). |
| | AT 413,370 SQFT THE CORRECT VALUATION IS |
| | $35,446,478.THE $17,770,333 VALUE |
| | STATED ON THE PLANS IS UNDERESTIMATED. |
| | IT IS NOTED THAT THE CURRENT APPLICATION |
| | IS FOR PLAN REVIEW ONLY, BUT THE VALUE |
| | SHALL BE AMENDED BEFORE APPLYING FOR A |
| | PERMIT. |
| | |
| | 2) FBC* 105.13.1SPECIAL INSPECTOR.A |
| | STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED PRIOR TO THE ISSUANCE OF A |
| | BUILDING PERMIT FOR THE CONSTRUCTION OF |
| | A THRESHOLD BUILDING.A THRESHOLD |
| | BUILDING IS ANY BUILDING WHICH IS |
| | GREATER THAN THREE STORIES OR 50 FEET IN |
| | HEIGHT, OR WHICH HAS AN ASSEMBLY |
| | OCCUPANCY WITH 5,000 SQFT AREA AND |
| | GREATER THAN 500 OCCUPANTS. |
| | |
| | 3) FBC* 104.1.1A SEPARATE SWIMMING |
| | POOL PERMIT APPLICATION IS REQUIRED, |
| | SHOWING COMPLIANCE WITH FBC 424.1 |
| | |
| | 4) FBC* 104.1.1A SEPARATE PERMIT |
| | APPLICATION IS REQUIRED FOR THE FABRIC |
| | AWNINGS. |
| | |
| | 5) FBC* 104.2.2THE ARCHITECTURAL PLANS |
| | ARE NOT PROPERLY SEALED. |
| | |
| | 6) FBC* 104.2.4THE SURVEY DRAWING IS |
| | NOT SIGNED AND SEALED. |
| | |
| | 7) FBC* 104.2.1.3SHEET A1.1.01THE |
| | USE OF TAPED-ON NOTES WILL NOT BE |
| | APPROPRIATE FOR PERMITTING PURPOSES. |
| | |
| | 8) FBC* 104.2.1DOOR SCHEDULE AND |
| | INTERIOR FINISH SCHEDULE.SHEETS |
| | A8.1.01A, 01B, 03A AND 03B CANNOT BE |
| | READ.SUBMIT LEGIBLE COPIES. |
| | |
| | 9) SHEET S-15.'CODES AND STANDARDS' |
| | NOTE 2A REFERS TO FLORIDA BUILDING CODE |
| | 2000.AMEND TO FLORIDA BUILDING CODE |
| | 2001. |
| | |
| | 10) SHEET A6.1.09 NOTES 1 THRU 9 REFER |
| | TO STANDARD BUILDING CODE 1997.AMEND |
| | THEM TO REFER TO CHAPTERS 11 AND 30 OF |
| | FLORIDA BUIDING CODE 2001. |
| | |
| | 11) LIFE SAFETY FLOOR PLANS, SHEETS |
| | LS1.01, 02, 05 AND 06 ALL INCORRECTLY |
| | STATE, UNDER 'GENERAL NOTES' THAT THE |
| | BUILDING OCCUPANCY GROUP IS 'R4' |
| | (RESIDENTIAL CARE/ASSISTED LIVING) AND |
| | 'H' (HAZARDOUS).ONE OF THE THREE |
| | SUBMITTED COPIES OF SHEET LS1.01 ONLY |
| | HAS BEEN RED-LINED TO CORRECT THIS.ALL |
| | OF THE LIFE SAFETY FLOOR PLAN SHEETS |
| | SHALL BE AMENDED.NOTE:THE RED-LINE |
| | ALSO INCLUDES CORRECTIONS TO THE |
| | 'MINIMUM INTERIOR FINISH CLASSIFICATION' |
| | TABLE.ALSO, NOTES ABOVE THE 'LEGEND' |
| | ON SHEETS LS1.05, 06 AGAIN STATE AN |
| | OCCUPANCY TYPE 'H' (AND AN OCCUPANCY |
| | LOAD OF ONLY 503 PEOPLE).AMEND SHEETS |
| | LS1.05 AND 06. |
| | |
| | 12) FBC 412.10.1SPRINKLER DESIGN |
| | PARAMETERS.SHEET LS0.01 'GENERAL INFO' |
| | REFERS TO FBC 412.1.10, AMEND THIS TO |
| | READ FBC 412.10.1.ALSO, SPRINKLER |
| | SYSTEM DESIGN SHALL BE AS PER NFPA13, |
| | REMOVE ALL REFERENCES TO NFPA13R. |
| | |
| | 13) FBC TABLE 600THE PLANS SHALL STATE |
| | THE REQUIRED FIRE RESISTANCE RATING FOR |
| | THE BEAMS, COLUMNS AND WALLS. |
| | |
| | 14) SHEET A1.2.02A.STAIR #1 IS MIS- |
| | LABELLED AS STAIR #2. |
| | |
| | 15) FBC 1005.6.5SMOKEPROOF ENCLOSURE. |
| | STAIR #1 DISCHARGES AT LEVEL 1 VIA |
| | SERVICE CORRIDOR 1-10 WHICH IS SHOWN |
| | WITH 1-HOUR RATED WALLS.AMEND THE |
| | PLANS TO SHOW 2-HOUR FIRE-RATED WALLS. |
| | |
| | 16) FBC 412.11(4) FIRE DAMPER RESISTANCE |
| | RATING.SHEEET LS0.01 SHOWS THE FIRE |
| | DAMPER 'FIRE RESISTANCE RATING' AS 'N/A' |
| | THAT IS NOT CORRECT FOR ANY DAMPERS |
| | REQUIRED TO MAINTAIN THE FIRE RESISTANCE |
| | OF THE FLOORS.AMEND THE ITEM |
| | 'SEPARATION FLOOR-TO-FLOOR' TO READ |
| | 'SEPARATION FLOOR-TO-FLOOR (INCLUDING |
| | FIRE DAMPERS) |
| | |
| | 17) FBC 1005.6.2EXIT DOOR FIRE |
| | RESISTANCE.THE DOORS INTO STAIRS 1 & 2 |
| | SHALL HAVE A FIRE RESISTANCE RATING OF |
| | 1 1/2 HOURS.AMEND SHEET LS0.01 WHERE |
| | THE TWELFTH NOTE UNDER'GENERAL |
| | INFORMATION' STATES THAT 1-HOUR RATED |
| | DOORS AND FRAMES WILL BE PROVIDED. |
| | |
| | 18) FBC TABLE 704.1SHEETS LS1.01 & 02 |
| | SEPARATION.THE PLAN DOES NOT SHOW THE |
| | REQUIRED ONE-HOUR FIRE RESISTANT |
| | SEPARATION BETWEEN THE PARKING GARAGE |
| | AND THE A/C ROOM (AND THE STORAGE ROOM |
| | FOR SHEET LS1.01 ONLY) OR THE REQUIRED |
| | ONE-HOUR SEPARATION BETWEEN THE FUTURE |
| | RETAIL AND THE FUTURE OFFICE OCCUPANCY |
| | AND THE ADJACENT CORRIDOR.AMEND THE |
| | PLANS. |
| | |
| | 19) FBC 1004.1.2SHEET LS1.01, GUEST |
| | PARKING EGRESS.ANNOTATE THE PLANS TO |
| | SHOW HOW THE PROPOSED GATE ARRANGEMENT |
| | WILL ENABLE EGRESS IN ACCORDANCE WITH |
| | FBC 1012. |
| | |
| | 20) FBC 704.1SHEET LS1.02THE WALLS |
| | SURROUNDING THE VOIDS DESCRIBED ON THE |
| | PLAN AS 'OPEN TO BELOW', SHALL HAVE THE |
| | SAME FIRE-RATING AS SHOWN FOR THOSE SAME |
| | AREAS ON SHEET LS1.01 (THE FLOOR BELOW) |
| | TO MAINTAIN SEPARATION. |
| | |
| | 21) FBC TABLE 1003.1SHEET LS1.05.ON |
| | WHAT BASIS HAS THE STATED 600 NET SQFT |
| | AREA, FOR THE PARTY ROOM, BEEN |
| | CALCULATED (SEE FBC 202 FOR DEFINITION |
| | OF 'AREA, NET FLOOR').SUBMIT DETAILS |
| | TO SUPPORT THE CALCULATED NET AREA, OR |
| | AMEND THE STATED OCCUPANT LOAD. |
| | |
| | 22) FBC 1004.1.2SHEET LS1.05, PARTY |
| | ROOM.SEPARATION BETWEEN THE EXIT DOORS |
| | SHALL BE 1/3 OF THE OVERALL DIAGONAL OF |
| | THE ROOM.AMEND THE PLANS. |
| | |
| | 23) FBC 1005.6.2SHEETS LS1.05 AND |
| | LS1.06 SHOW ONLY 1-HOUR FIRE SEPARATION |
| | BETWEEN THE EXIT ACCESS CORRIDOR AND THE |
| | STAIRWAY/SHAFTS/ELEVATOR.AMEND THE |
| | PLANS TO SHOW THE REQUIRED 2-HOUR |
| | SEPARATION. |
| | |
| | 24) FBC 704.1SHEET LS1.06.THE |
| | REQUIRED 1-HOUR SEPARATION BETWEEN |
| | UNIT C-1 AND B-2B IS NOT SHOWN.AMEND |
| | THE PLANS. |
| | |
| | 25) INFORMATIVE: FBC 301.2OCCUPANT |
| | LOAD TABLE, SHEET LS1.06.THE AREA OF |
| | 'RESIDENTIAL' OCCUPANCY HAS BEEN UNDER- |
| | STATED BY APPROX 50% (TABLE STATES ONLY |
| | 8986 GSF).ALSO, THE AREA RATE PER |
| | OCCUPANT USED TO CALCULATE THE "TOTAL" |
| | NUMBER OF PEOPLE STATED IN THE TABLE IS |
| | APPROX 50% OF THE STATED 200 GSF PER |
| | PERSON.THESE TWO ERRORS CANCEL OUT SO |
| | THAT THE CALCULATED TOTAL NUMBER OF |
| | PERSONS IS CORRECT.AMEND THE TABLE TO |
| | SHOW THE CORRECT AREA ALLOCATED TO |
| | RESIDENTIAL OCCUPANCY. |
| | |
| | 26) FBC TABLE 705.1.2SHEET LS1.06. THE |
| | STAIRWAY, SHAFT, ELEVATOR LOBBY AND |
| | ELEVATOR HOISTWAY WALLS ARE NOT SHOWN AS |
| | FIRE-RATED.AMEND THE PLANS. |
| | |
| | 27) FBC TABLE 1005.6.2 THE COMMENT ABOVE |
| | ALSO APPLIES TO STAIR #2 ON SHEET LS1.05 |
| | |
| | 28) FBC 1007.6.2 STAIR #2. SHEET A6.1.06 |
| | THE WIDTH OF THE STAIR SHALL NOT |
| | DECREASE IN THE DIRECTION OF EXIT TRAVEL |
| | AMEND THE DIMENSIONS ON PLANS 3 AND 4 TO |
| | ENSURE THAT THE STAIR FLIGHT WIDTHS ARE |
| | NOT GREATER THAN THAT ON PLANS 1 AND 2. |
| | |
| | 29) FBC 1012.4SLIDING DOOR DETAILS, |
| | SHEET A7.1.01.THIS DOOR MUST COMPLY |
| | WITH THE REQUIREMENTS FOR HORIZONTAL |
| | SLIDING DOORS IN A MEANS OF EGRESS, |
| | INCLUDING, BUT NOT LIMITED TO, BEING |
| | OPENABLE BY A FORCE APPLIED |
| | PERPENDICULAR TO THE DOOR.AMEND THE |
| | PLANS TO SPECIFY EACH OF THE |
| | REQUIREMENTS. |
| | |
| | 30) FBC 3003.4.1ELEVATORS, STRETCHER |
| | REQUIREMENTS.ADD A NOTE TO |
| | SHEET A6.1.09 TO ENSURE/CONFIRM THAT A |
| | 76"LONG X 24"WIDE AMBULANCE STRETCHER |
| | CAN BE ACCOMMODATED IN THE HORIZONTAL |
| | POSITION IN ONE OF THE ELEVATORS |
| | (PRESUMABLY ELEVATOR #3).IDENTIFY THE |
| | ELEVATOR AS 'ACCESSIBLE ELEVATOR'. |
| | |
| | 31) SUBMIT A PRODUCT APPROVAL FOR THE |
| | ROOFING. |
| | |
| | 32) FBC 1606.1.4PROTECTION OF OPENINGS |
| | ALTHOUGH NOTE (1) ON SHT A8.1.02 STATES |
| | THAT THE DOORS AND WINDOWS WILL BE UNDER |
| | A SEPARATE PERMIT, THE PLANS SHALL STATE |
| | WHETHER THE WINDOWS WITHIN 60 FT HEIGHT |
| | ABOVE GRADE ARE TO HAVE IMPACT RESISTANT |
| | GLAZING OR IMPACT PROTECTION. IF NEITHER |
| | OF THESE IS PROVIDED, THEN THE WINDOWS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE |
| | BUILDING EVALUATED AS AN 'OPEN' OR |
| | 'PARTIALLY ENCLOSED' BUILDING IN |
| | ACCORDANCE WITH FBC 1606.1.4.1 |
| | |
| | 33) FBC 2405.2ALL INTERIOR OR EXTERIOR |
| | GLAZING IN A 'HAZARDOUS LOCATION' IS |
| | REQUIRED TO BE SAFETY GLASS SATISFYING |
| | THE REQUIREMENTS OF THE CONSUMER PRODUCT |
| | SAFETY COMMISSION 16, CODE OF FEDERAL |
| | REGULATIONS, PART 1201 (CPSC 16-CFR, |
| | PART 1201).ANNOTATE THE PLANS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 34) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | |
| | 35) FBC 411.2.3PARKING GARAGE. |
| | SHEETS S-3 THRU S-8, PARKING FRAMING |
| | PLANS, DO NOT CALL UP STRUCTURAL CROSS- |
| | SECTIONAL DETAILS FOR DETAIL 1 ON SHEETS |
| | A1.1.02.THOSE SHEETS DO INCORRECTLY |
| | REFERENCE NON-EXISTENT DETAILS ON SHEET |
| | S-19.PROVIDE VEHICULAR IMPACT WALL |
| | DETAILS WITH APPROPRIATE REFERENCES ON |
| | THE PLANS. |
| | |
| | 36) FBC 1608.2GUARDRAIL STRENGTH.THE |
| | NOTES ON SHEET A6.1.05,06 AND 07 GIVE |
| | AN INCOMPLETE AND INCORRECT STRENGTH |
| | SPECIFICATION FOR THE GUARDRAILS AND |
| | HANDRAILS.AMEND THE PLANS TO SPECIFY |
| | THE CONCENTRATED, LINEAR AND COMBINED |
| | LOADS TO BE RESISTED BY THE GUARDRAILS |
| | AND HANDRAILS.ALSO, THE NOTES ON |
| | SHEET A6.1.05 ARE NOT COMPLETE. |
| | |
| | 37) FBC 1608.2.1HANDRAIL STRENGTH. |
| | SHEET A6.1.08, DETAIL 5 REFERS TO SFBC |
| | (SOUTH FLORIDA BUILDING CODE) FOR |
| | HANDRAIL STRENGTH REQUIREMENTS.THE |
| | RELEVANT CODE REQUIREMENTS ARE FLORIDA |
| | BUILDING CODE (2001) FBC 1608.2.1 |
| | |
| | 38) FBC 424.1.3.1.2POOL WET DECKS. |
| | THE POOL WET DECKS SHALL BE UNIFORMLY |
| | SLOPED AT A MAXIMUM OF 2%, MINIMUM OF |
| | 4%, AWAY FROM THE POOL OR TO DECK DRAINS |
| | TO PREVENT STANDING WATER.ANNOTATE THE |
| | PLANS TO DEMONSTRATE COMPLIANCE. |
| | |
| | 39) SHEET A7.1.17.THE TITLES FOR |
| | DETAILS 1 THRU' 11 SHOW THAT THEY SHOULD |
| | BE ON SHEET A8.1.07. ALSO, SHEET A4.1.03 |
| | (AND A4.1.08) REFERENCES DETAIL |
| | 1/A7.1.17 FOR SECTION THROUGH THE WEST |
| | POOL.IT SHOULD, INSTEAD, REFERENCE |
| | DETAIL 1/A4.1.10. |
| | |
| | 40) FBC 11-4.6THE ACCESSIBLE PARKING |
| | SPACE MARKINGS ARE NOT AS PER FLORIDA |
| | BUILDING COMMISSION RECOMMENDED PARKING |
| | SPACE DESIGN (COPY ATTACHED). |
| | |
| | 41) FBC 11-4.2.9DETECTABLE WARNINGS. |
| | SHEET G3 REFERS TO 'DETACHABLE WARNINGS' |
| | ONE OF THE SUBMITTED COPIES HAS BEEN |
| | RED-LINED TO CORRECT THIS TO READ |
| | 'DETECTABLE WARNINGS'.AMEND THE PLAN. |
| | |
| | 42) FBC 11-4.13.6MANEUVERING |
| | CLEARANCES AT DOORS.AMEND THE PLANS TO |
| | PROVIDE/CONFIRM THE REQUIRED 12" |
| | CLEARANCE BETWEEN THE DOOR FRAME AND THE |
| | ADJACENT WALL ON THE PUSH SIDE OF MEN'S |
| | RESTROOM DOOR 5-06 IF THE DOOR HAS BOTH |
| | A CLOSER AND A LATCH.ALSO AMEND THE |
| | PLANS TO PROVIDE/CONFIRM THE REQUIRED |
| | MIN. 18" CLEARANCE BETWEEN THE LEADING |
| | EDGE OF THE DOOR AND THE ADJACENT WALL |
| | ON THE PULL SIDE OF THE WOMEN'S RESTROOM |
| | DOOR 5-08.NOTE:ENSURE, THAT THE |
| | REQUIRED CLEARANCE IS ALSO PROVIDED AT |
| | THE DOORS FROM CORRIDOR 5-11 TO THE EAST |
| | POOL DECK AND THE WEST POOL DECK. |
| | |
| | 43) FBC 11-4.8.2THE RAMP IN CORRIDOR |
| | 1-08 IS NOT LONG ENOUGH TO ACHIEVE THE |
| | REQUIRED 12" LEVEL CHANGE WITHOUT |
| | EXCEEDING THE MAXIMUM GRADIENT OF |
| | 1 IN 12.AMEND THE PLANS. |
| | |
| | 44) FBC 11-4.8.5(5)NORTH WEST RAMP |
| | SECTION, SHEET A6.1.04A.THE HANDRAIL |
| | HEIGHT IS SHOWN AS 3'-6".AMEND TO READ |
| | BETWEEN 34" AND 38".ALSO THE SECTION |
| | SHOULD BE AMENDED TO SHOW A MIN' 2" CURB |
| | AT THE EDGE OF THE RAMP. |
| | |
| | 45) FBC 11-4.8.5(2)EAST RAMP SECTION, |
| | SHEET A6.1.04B.THE HANDRAIL EXTENSION |
| | IS SHOWN AS 1'-1".AMEND TO AT LEAST |
| | 18" EXTENSION BEYOND THE SLOPED SEGMENT |
| | AT BOTH THE TOP AND BOTTOM OF THE RAMP. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
