| Date |
Text |
| 2005-04-01 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | 1) WORKING DRAWING REVIEW ONLY.NO |
| | PERMIT CAN BE ISSUED UNTIL THE PERMIT |
| | APPLICATION AND FEES ARE SUBMITTED. |
| | NOTE: IF THE PERMIT APPLICATION IS MADE |
| | AFTER JULY 2001, FLORIDA BUILDING CODE |
| | 2004 WILL BE IN EFFECT AND THE PLANS |
| | WILL HAVE TO COMPLY WITH THE NEWER CODE. |
| | |
| | 2) FBC 3401.5.2HISTORIC BUILDINGS. |
| | THE TECHNICAL REQUIREMENTS OF THE CODE, |
| | PERTAINING TO 'REPAIRS AND ALTERATIONS |
| | TO EXISTING BUILDINGS', WILL APPLY |
| | UNLESS THE BUILDING CAN BE SHOWN TO BE A |
| | QUALIFIED HISTORIC BUILDING.TO ACHEIVE |
| | THIS, THE BUILDING MUST BE LISTED |
| | INDIVIDUALLY OR AS A CONTRIBUTING |
| | PROPERTY EITHER ON THE NATIONAL REGISTER |
| | OR UNDER THE PROVISIONS OF A LOCAL |
| | HISTORIC PRESERVATION ORDINANCE.SUBMIT |
| | DETAILS TO SHOW WHICH IS APPLICABLE AS |
| | JUSTIFICATION FOR CONSIDERATION AS A |
| | QUALIFIED HISTORIC BUILDING. |
| | |
| | 3) FBC 3401.5IF THE BUILDING IS SHOWN |
| | TO BE A QUALIFIED HISTORIC BUILDING (PER |
| | COMMENT #2), THE PROVISIONS OF THE |
| | TECHNICAL CODE ARE NOT MANDATORY IF THE |
| | FINISHED BUILDING IS JUDGED, BY THE |
| | BUILDING OFFICIAL, TO BE SAFE AND IN THE |
| | PUBLIC INTEREST OF HEALTH, SAFETY AND |
| | WELFARE.ANY ALTERNATE MATERIALS AND |
| | METHODS PROPOSED FOR ACHEIVING |
| | EQUIVALENCY WITH THE REQUIREMENTS OF THE |
| | CODE WILL BE CONSIDERED AND MAY BE USED |
| | TO ADDRESS THE FOLLOWING COMMENTS. |
| | |
| | 4) FBC* 104.2.4SITE SURVEY.WHEN |
| | SUBMITTING THE PERMIT APPLICATION, EACH |
| | COPY OF THE SURVEY DRAWINGS WILL NEED TO |
| | BE SIGNED/SEALED BY JOHN E PHILLIPS III. |
| | (REF: 472.025(1) FL. STATUTES) |
| | |
| | 5) FBC* 104.2.1.2ARCHITECTURAL AND |
| | ENGINEERING PLANS.WHEN SUBMITTING THE |
| | PERMIT APPLICATION, EACH COPY OF THE |
| | ARCHITECTURAL AND ENGINEERING PLANS WILL |
| | NEED TO BE SIGNED/SEALED BY THE |
| | ARCHITECT/ENGINEER WHO PREPARED THE |
| | PLANS.NOTE:THE PRINTED NAME AND |
| | LICENSE NUMBER OF THE ARCHITECT/ENGINEER |
| | SHALL BE SHOWN ON THE PLANS. |
| | |
| | 6) FBC 104.2.1IT IS NOTED THAT THE |
| | SUBMITTED ARCHITECTURAL PLANS ARE 75% |
| | COMPLETE AND THE STRUCTURAL PLANS ARE |
| | 50% COMPLETE.NOTE THAT REVIEW OF THESE |
| | PLANS WHEN THEY ARE COMPLETE MAY RESULT |
| | IN ADDITIONAL COMMENTS. |
| | |
| | 7) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | |
| | 8) FBC 11-4.1.6FLORIDA ACCESSIBILITY |
| | CODE DOES NOT APPLY TO BUILDINGS IN |
| | EXISTENCE ON OCT 1, 1997 SO THE |
| | FOLLOWING COMMENTS ARE RECOMMENDATIONS |
| | (ALSO CONSIDER PROVISIONS OF AMERICANS |
| | WITH DISABILITIES ACT, 1990): |
| | (A) FBC 11-4.1.2ACCESSIBLE SITE. |
| | SHOW AN ACCESSIBLE ROUTE ON THE PLANS |
| | FROM PUBLIC TRANSPORTATION STOPS, |
| | PARKING SPACES, PASSENGER LOADING ZONES |
| | AND PUBLIC STREETS/SIDEWALKS. |
| | (B) FBC 11-4.24SHEETS A-9.05 AND |
| | A-9.06, BREAKROOM/CONFERENCE ROOM SINKS. |
| | THE SINKS IN BREAK ROOMS 112, 210 AND |
| | 414, AND IN CONFERENCE ROOM 307 SHOULD |
| | BE MAX. 34" ABOVE FLOOR (CONFERENCE |
| | ROOM IS CURRENTLY 36"), MAX. 6-1/2" DEEP |
| | AND HAVE KNEE CLEARANCE THAT IS 30" WIDE |
| | X 27" HIGH X 19" DEEP WITH PROTECTED HOT |
| | WATER/DRAIN PIPES.ALSO A MIN. CLEAR |
| | FLOOR SPACE OF 30" X 48" SHOULD BE |
| | PROVIDED IN FRONT OF THE SINK FOR |
| | FORWARD APPROACH. |
| | (C) FBC 11-4.15SHEETS A-6.08 AND |
| | A-6.09.THE DRINKING FOUNTAINS SHOULD |
| | HAVE A SPOUT HEIGHT, LEG/KNEE CLEARANCES |
| | AND CLEAR FLOOR SPACE IN COMPLIANCE WITH |
| | FIG. 27. |
| | |
| | 9) FBC* F102.2.4ROOF COVERINGS, ON |
| | BUILDINGS LOCATED IN THE FIRE DISTRICT, |
| | SHALL CONFORM TO THE REQUIREMENTS OF |
| | CLASS A OR B ROOF COVERINGS, AS DEFINED |
| | IN FBC 1505.ANNOTATE THE PLANS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 10) FBC* F102.2.8SHEET A-3.01, |
| | ELEVATIONS.ITEM #8 ON THE LEGEND |
| | REFERS TO FABRIC AWNINGS.PERMANENT |
| | CANOPIES/ AWNINGS AND THEIR SUPPORTS, ON |
| | BUILDINGS LOCATED IN THE FIRE DISTRICT, |
| | SHALL BE OF NON-COMBUSTIBLE MATERIAL, |
| | FIRE RETARDANT TREATED WOOD, WOOD OF |
| | TYPE III SIZES OR OF 1-HOUR RESISTANT |
| | CONSTRUCTION.ANNOTATE THE PLANS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 11) SUBMIT PRODUCT APPROVALS FOR THE NEW |
| | BUILT-UP COAL TAR ROOFING SYSTEM, DOORS |
| | AND WINDOWS. |
| | NOTE: FL. ADMIN CODE RULE 9B-72 (IN |
| | EFFECT SINCE OCTOBER 1, 2003) REQUIRES |
| | THAT PRODUCTS HAVE STATEWIDE, LOCAL OR |
| | SITE-SPECIFIC PRODUCT APPROVAL.THE |
| | SUBMITTAL SHOULD INCLUDE THE STATEWIDE |
| | PRODUCT APPROVAL NUMBER (FL###), |
| | AVAILABLE FROM THE DEPT OF COMMUNITY |
| | AFFAIRS PRODUCT APPROVAL WEBSITE |
| | WWW.FLORIDABUILDING.ORG/PR/PR_SRCH.ASP |
| | (IF YOU FIND THAT THE QUOTED WEB PAGE IS |
| | NO LONGER AVAILABLE, PLEASE INFORM THE |
| | PLAN REVIEWER) |
| | |
| | 12) FBC 3502SHEET S-1.00, GENERAL NOTE |
| | #1 REFERS TO ACI 318-99.THE EDITION OF |
| | THIS STANDARD REFERENCED IN THE CODE IS |
| | ACI 318-02.AMEND THE NOTE. |
| | |
| | 13) FBC 601.3SHEET S2.03, SECTIONS B |
| | AND 3 SHOW THE USE OF COMPOSITE CARBON |
| | FIBER REINFORCING SHEETS APPLIED TO THE |
| | UNDERSIDE OF THE EXISTING REINFORCED |
| | SLAB.SUBMIT DETAILS TO SHOW HOW THE |
| | REQUIRED TWO-HOUR FIRE RATING WILL BE |
| | ACHIEVED. |
| | |
| | 14) FBC 1003.3.5SHEET A-0.12, THIRD |
| | FLOOR LIFE SAFETY PLAN, CONVERGING |
| | EXITS.IT IS NOTED THAT THE WEST EXIT |
| | STAIR DISCHARGES AT THIS LEVEL.THE |
| | MEANS OF EGRESS CALCULATION SHOWS THE |
| | NORTH AND SOUTH EXIT STAIRS EACH |
| | CARRYING A NUMBER OF OCCUPANTS EQUAL TO |
| | THE TOTAL THIRD FLOOR OCCUPANCY (294 |
| | OCCUPANTS) PLUS THE WEST STAIR OCCUPANT |
| | LOAD (73 OCCUPANTS) SPLIT EQUALLY |
| | BETWEEN THE NORTH AND SOUTH STAIRS. |
| | THIS RESULTS IN AN OCCUPANT LOAD OF 184 |
| | OCCUPANTS FOR EACH OF THE TWO EXIT |
| | STAIRS.DUE TO THE PLAN POSITION OF THE |
| | STAIRS, IN A REAL EGRESS SITUATION THE |
| | ENTIRE WEST STAIR OCCUPANTS WOULD GO TO |
| | THE NORTH STAIR.THE OCCUPANT LOAD OF |
| | THE NORTH EXIT STAIR WOULD BE 220 |
| | OCCUPANTS, WHICH REQUIRES A STAIR WIDTH |
| | OF 66".THIS EXCEEDS THE PROPOSED 60" |
| | STAIR WIDTH.AMEND THE MEANS OF EGRESS |
| | CALCULATION AND THE NORTH STAIR PLANS ON |
| | SHEET A-5.02. |
| | |
| | 15) FBC 1012.4SHEET A-0.12THIRD |
| | FLOOR LIFE SAFETY PLAN.DURING THEIR |
| | SWING, THE EXIT DOORS LEADING TO THE |
| | NORTH AND SOUTH EXIT STAIRS OBSTRUCT |
| | MORE THAN HALF OF THE REQUIRED LANDING. |
| | SEE COMMENT #20 ALSO.AMEND THE PLAN. |
| | |
| | 16) FBC 705.1.2SHEET A-0.13, FOURTH |
| | FLOOR LIFE SAFETY PLAN.THE MECHANICAL |
| | SHAFTS AT GRIDS 12/E.1 AND 13/C SHALL BE |
| | SEPARATED FROM THE SOUTH STAIR BY |
| | TWO-HOUR FIRE-RATED CONSTRUCTION. AMEND |
| | THE PLANS AS THEY CURRENTLY SHOW NO FIRE |
| | SEPARATION. |
| | |
| | 17) FBC 604SHEET A-1.03, THIRD FLOOR |
| | PLAN.THE GRID 9 WALL BETWEEN GRIDS A |
| | AND B IS SHOWN AS WALL TYPE 5, WHICH IS |
| | NOT A FIRE-RATED WALL TYPE.A ONE-HOUR |
| | FIRE-RATED WALL IS REQUIRED PER THE LIFE |
| | SAFETY PLAN (SHEET A-0.12).AMEND THE |
| | WALL TYPE MARKER ON SHEET A-1.03 |
| | |
| | 18) FBC 1020.4SHEETS A-4.01 TO A-4.04. |
| | THE EDGE OF THE STAIRS SHALL BE |
| | PROTECTED BY A GUARDRAIL WHICH IS MIN. |
| | 42" HIGH WITH INTERMEDIATE RAIL SPACING |
| | OR ORNAMENTAL PATTERN THAT WILL REJECT |
| | THE PASSAGE OF A 4" SPHERE (REF: FBC |
| | 1015.2 AND 1015.3) |
| | |
| | 19) FBC 1403SHEETS A-4.01 TO A-4.04, |
| | WALL DETAILS.SUBMIT DETAILS TO SHOW |
| | MEANS OF RESTRAINT FOR THE FACE BRICK |
| | VENEER AND LIMESTONE CORNICE, FRIEZE, |
| | ARCHITRAVE, PEDIMENTS, PANELS, BELTS AND |
| | BANDS. |
| | |
| | 20) FBC 1007.4SHEETS A-5.01 AND |
| | A-5.02, STAIR LANDINGS.THE WIDTH OF |
| | THE LANDINGS SHALL NOT BE LESS THAN THE |
| | WIDTH OF THE STAIRWAYS THEY SERVE. |
| | AMEND THE PLANS. |
| | |
| | 21) FBC 1007.5.1SHEETS A-5.01 AND |
| | A-5.02, STAIR DETAILS.THE STAIR TREADS |
| | SHALL BE A MINIMUM OF 11".AMEND THE |
| | PLANS |
| | |
| | 22) FBC 1015.2SHEET A-6.07, FOURTH |
| | FLOOR BALCONY GUARDRAIL.IT IS NOTED |
| | THAT A GUARDRAIL IS SHOWN ON DETAILS 7 |
| | AND 8, BUT THE DETAILS DO NOT HAVE |
| | DIMENSIONS TO SHOW COMPLIANCE WITH THE |
| | MINUMUM HEIGHT REQUIREMENTS. |
| | |
| | 23) FBC 1608.2.2EACH GUARDRAIL SHALL |
| | BE DESIGNED AND CONSTRUCTED FOR A |
| | CONCENTRATED LOAD OF 200 LB APPLIED IN |
| | ANY DIRECTION AT THE TOP OF THE |
| | GUARDRAIL, A CONCENTRATED HORIZONTAL |
| | LOAD OF 200 LB APPLIED ON A 1 SQ FT AREA |
| | AT ANY POINT, AND A LINE LOAD OF 50 PLF |
| | APPLIED HORIZONTALLY AT THE REQUIRED |
| | GUARDRAIL HEIGHT WITH A SIMULTANEOUS |
| | LINE LOAD OF 100 PLF APPLIED VERTICALLY |
| | DOWNWARD ON THE TOP OF THE GUARDRAIL. |
| | THESE LOADS SHALL NOT BE APPLIED |
| | SIMULTANEOUSLY (UNLESS NOTED ABOVE) BUT |
| | SHALL BE APPLIED INDIVIDUALLY TO PRODUCE |
| | MAXIMUM STRESS IN EACH OF THE COMPONENTS |
| | OR SUPPORTS.AMEND/ANNOTATE THE PLANS. |
| | |
| | 24) FBC 1608.2.1EACH HANDRAIL SHALL BE |
| | DESIGNED AND CONSTRUCTED FOR A |
| | CONCENTRATED LOAD OF 200 LB AND A LINE |
| | LOAD OF 50 PLF.THESE LOADS SHALL NOT |
| | BE APPLIED SIMULTANEOUSLY BUT SHALL BE |
| | APPLIED INDIVIDUALLY AT ANY POINT, AND |
| | IN ANY DIRECTION, TO PRODUCE MAXIMUM |
| | STRESS IN EACH OF THE COMPONENTS OR |
| | SUPPORTS.AMEND/ANNOTATE THE PLANS. |
| | |
| | 25) FBC 3003.4SHEET A-6.11.ELEVATOR |
| | NUMBER 144 SHALL BE IDENTIFIED, BY |
| | SIGNAGE, AS STRETCHER ACCESSIBLE. |
| | ANNOTATE THE PLANS TO DEMONSTARE |
| | COMPLIANCE |
| | |
| | 26) FBC 705.1.2SHEETA-7.01DOOR |
| | SCHEDULE.THE FOLLOWING DOORS ARE IN |
| | WALLS REQURED TO BE 1-HOUR FIRE RATED, |
| | PER THE LIFE SAFETY PLANS, AND SHOULD BE |
| | 20-MINUTE FIRE-RATED DOORS: |
| | 133-1, 125-1, 113-1, 222-1, 212-1, |
| | 211-1, 210-1, 207-1, 208-1, 216-1, |
| | 216-2, 316-1, 314-1, 308-1, 311-1, |
| | 312-1, 403-1, 401-1 AND 401-2 |
| | |
| | 27) TO EXPEDITE REVIEW OF A RESUBMITTAL |
| | WHICH REQUIRES NEW PLANS IN ORDER TO |
| | ADDRESS THE ABOVE COMMENTS, THE OLD |
| | SHEETS SHALL BE REMOVED AND THE NEW |
| | SHEETS INSERTED.ONE COPY OF EACH OLD |
| | SHEET SHOULD BE STAPLED/CLIPPED TO THE |
| | REMAINING OLD SHEETS, TO FORM A SET OF |
| | 'OLD/VOID SHEETS', FOR COMPARISON OF |
| | REVISIONS WHEN REVIEWING THE RESUBMITTED |
| | PLANS. |
| | |
| | 28) FBC* 105.13.1SPECIAL INSPECTOR.A |
| | STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED PRIOR TO THE ISSUANCE OF THE |
| | BUILDING PERMIT.THREE COPIES OF THE |
| | PLANS AND OTHER DOCUMENTS WILL BE |
| | REQUIRED FOR PERMITTING PURPOSES |
| | WHEN A THRESHOLD INSPECTOR IS SELECTED, |
| | PLEASE ARRANGE WITH HAROLD PISKURA |
| | (INSPECTION SERVICES MANAGER - TEL: |
| | 561 805 6711), A MEETING INVOLVING THE |
| | OWNER, THRESHOLD INSPECTOR, JOB |
| | INSPECTOR, CONTRACTOR AND ENGINEER. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
