| Date |
Text |
| 2005-07-21 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 |
| | |
| | FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| | ARE NUMBERED AS PER THE BUILDING PLAN |
| | REVIEW OF 4/7/05: |
| | |
| | 2) FBC 3401.5.2HISTORIC BUILDINGS. |
| | THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | 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. |
| | |
| | 5) 61G15-23.002(2)STRUCTURAL PLANS. |
| | THE PRINTED NAME AND LICENSE NUMBER OF |
| | RONALD HUNT P.E. SHALL BE SHOWN ON THE |
| | TITLE BLOCK OF THE STRUCTURAL PLANS. |
| | |
| | 7) FBC 13-103.1.1.1SHEET 2 OF EACH |
| | COPY OF THE ENERGY CODE COMPLIANCE FORM |
| | SHALL BE SIGNED BY THE ARCHITECT OF |
| | RECORD AND HIS LICENSE NUMBER ADDED ON |
| | THE SPACE PROVIDED, TO CERTIFY |
| | COMPLIANCE.THE OTHER PROFESSIONALS |
| | HAVE ALREADY COMPLIED WITH THIS |
| | REQUIREMENT. |
| | |
| | 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) ALREADY ADDRESSED |
| | (B) FBC 11-4.24SHEETS A-9.05 AND |
| | A-9.06, BREAKROOM/CONFERENCE ROOM SINKS. |
| | THIS COMMENT HAS NOT BEEN PROPERLY |
| | ADDRESSED.SECTION A-9.05/18 SHOWS |
| | REQUIRED LEG/KNEE CLEARANCES THAT ARE |
| | APPLICABLE TO LAVATORIES NOT SINKS. |
| | AMEND THE PLANS TO DEMONSTRATE THAT THE |
| | SINKS IN THE BREAK ROOMS AND THE |
| | CONFERENCE ROOM COMPLY WITH THE |
| | FOLLOWING: |
| | - MAX 34" ABOVE FLOOR (CONFERENCE |
| | ROOM IS CURRENTLY 36"), |
| | - MAX. 6-1/2" DEEP |
| | - KNEE CLEARANCE THAT IS 30" WIDE X |
| | 27" HIGH X 19" DEEP WITH PROTECTED HOT |
| | WATER/DRAIN PIPES |
| | - 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.THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.THE DRINKING FOUNTAINS |
| | SHOULD HAVE A SPOUT HEIGHT, LEG/KNEE |
| | CLEARANCES AND CLEAR FLOOR SPACE IN |
| | COMPLIANCE WITH FIG. 27. |
| | |
| | 9) FBC* F102.2.4THIS COMMENT HAS NOT |
| | BEEN ADDRESSED.ROOF 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.THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.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.ALSO, SHEET |
| | A-8.01 HAS A NOTE REFERING TO THE WINDOW |
| | SCHEDULE 'KEY NOTES' COLUMN FOR LOCATION |
| | OF AWNINGS BUT NOTE# 11 IS NOT CALLED |
| | UP.THERE ARE 'WINDOW GENERAL NOTES' |
| | AND 'WINDOW KEY NOTES' ON THIS SHEET, |
| | BOTH WITH NUMBERED NOTES 1,2,3.....IS |
| | THE NUMBERING OF THE NOTES ON THE |
| | SCHEDULE REFERING TO THE WINDOW GENERAL |
| | NOTES (1-14) OR WINDOW KEY NOTES (1-4)? |
| | |
| | 11) THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | 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 3502THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.SHEET 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. |
| | |
| | 14) FBC 1003.3.5SHEET A-0.12, THIRD |
| | FLOOR LIFE SAFETY PLAN, CONVERGING |
| | EXITS.THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.IT IS NOTED THAT THE WEST |
| | EXIT STAIR DISCHARGES AT THIS LEVEL. |
| | THE MEANS OF EGRESS CALCULATION SHOWS |
| | THE THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | 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.THIS COMMENT |
| | HAS NOT BEEN ADDRESSED.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. |
| | |
| | 18) FBC 1020.4SHEETS A-4.01 TO A-4.04. |
| | THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | 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.THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.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.THIS COMMENT |
| | HAS NOT BEEN ADDRESSED.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.THIS COMMENT HAS |
| | NOT BEEN ADDRESSED.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.THE HEIGHT IS SHOWN AS 34" WHICH |
| | IS LESS THAN THE REQUIRED 42".AMEND |
| | THE PLANS TO DEMONSTRATE COMPLIANCE WITH |
| | THE MINUMUM HEIGHT REQUIREMENTS. |
| | |
| | 23) FBC 1608.2.2THIS COMMENT HAS NOT |
| | BEEN ADDRESSED.EACH 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 1608.2.1THIS COMMENT HAS NOT |
| | BEEN ADDRESSED.EACH 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 3003.4THIS COMMENT HAS NOT |
| | BEEN ADDRESSED.SHEET 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.THIS COMMENT HAS NOT BEEN |
| | ADDRESSED.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, 221-1, 212-1, |
| | 212-2, 211-1, 210-1, 207-1, 208-1, |
| | 214-1, 215-1, 216-1, 217-1, 202.3, |
| | 314-1, 308-1, 309-1, 311-1, 312-1, |
| | 317-1, 322-1, 402-1, 403-1, 422-1, |
| | 423-1 |
| | THE FOLLOWING DOORS ARE IN 2-HOUR RATED |
| | WALLS AND REQUIRED TO BE 90-MINUTE |
| | FIRE-RATED DOORS: |
| | 401-1 AND 401-2 |
| | THE ABOVE LIST IS NOT EXHAUSTIVE.AMEND |
| | THESE AS WELL AS ANY OTHER NON-RATED |
| | DOORS WHICH ARE LOCATED IN FIRE-RATED |
| | WALLS. |
| | |
| | 28) FBC* 105.13.1SPECIAL INSPECTOR. |
| | THIS COMMENT HAS NOT BEEN ADDRESSED.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. |
| | |
| | 29) FBC 1908.6.1SHEET S-1.01. THE 'NEW |
| | SLAB ON GRADE' DETAIL HAS BEEN AMENDED |
| | TO SHOW CLAY BRICK MESH REINFORCEMENT |
| | SUPPORTS.THE USE OF CLAY BRICK FOR |
| | SUPPORT OF REINFORCEMENT IS NOT |
| | RECOGNIZED PRACTICE.AMEND THE PLANS TO |
| | SHOW AN ALTERNATIVE MATERIAL FOR THE |
| | SUPPORTS OR SUBMIT DOCUMENTATION FROM |
| | THE MESH REINFORCEMENT MANUFACTURER |
| | STATING THAT THE USE OF CLAY BRICK |
| | SUPPORTS IS IN ACCORDANCE WITH THEIR |
| | SPECIFICATIONS. |
| | |
| | 30) 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. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
