| Date |
Text |
| 2004-03-16 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) |
| | |
| | 1) FBC 3401.7.1ADDITION TO AN EXISTING |
| | BUILDING.THE NEW 'TOWER' IS CONSIDERED |
| | AS AN ADDITION AND IT'S AREA EQUALS 25%, |
| | OR MORE, OF THE AREA OF THE EXISTING |
| | BUILDING.EITHER (A) THE EXISTING |
| | BUILDING SHALL BE UPGRADED TO COMPLY |
| | WITH THE CODE IN EFFECT ON FEB' 14, 2004 |
| | (THE DATE OF PERMIT APPLICATION), EXCEPT |
| | THE STRUCTURAL REQUIREMENTS OF THE CODE, |
| | OR (B) THE NEW 'TOWER' SHALL BE |
| | SEPERATED FROM THE EXISTING BUILDING BY |
| | A FOUR HOUR RATED FIRE WALL. |
| | |
| | 2) CONDOMINIUM V APARTMENTS.IF THE |
| | DWELLING UNITS ARE TO BE SOLD AS |
| | CONDOMINIUMS, NO CERTIFICATE OF |
| | OCCUPANCY CAN BE ISSUED UNTIL A |
| | 'DECLARATION OF CONDOMINIUM' HAS BEEN |
| | SUBMITTED TO THE STATE FOR APPROVAL, AND |
| | THEN RECORDED WITH THE CLERK OF THE |
| | COUNTY COURT.A RECORDED COPY SHALL BE |
| | SUBMITTED TO THE CITY FOR RECORDS, |
| | ADDRESSING PURPOSES, AND NOTIFICATION OF |
| | PALM BEACH COUNTY PROPERTY APPRAISER'S |
| | OFFICE. |
| | |
| | 3) FBC 13-103.1.2BEFORE A BUILDING |
| | PERMIT CAN BE ISSUED, THE SUBMITTED |
| | ENERGY CODE COMPLIANCE FORMS SHALL BE |
| | SIGNED BY THE BUILDING OWNER, THE |
| | OWNER'S ARCHITECT OR OTHER AUTHORIZED |
| | AGENT LEGALLY DESIGNATED BY THE OWNER. |
| | ALSO, THE CORRECT JURISDICTION NAME AND |
| | NUMBER IS 'WEST PALM BEACH (604700)', |
| | THE CORRECT PROJECT ADDRESS IS |
| | 1617 N. FLAGLER DR (CITY: WEST PALM BCH, |
| | ZIP: 33407), THE CORRECT PERMIT NUMBER |
| | IS 04020684 AND THE OCCUPANCY IS |
| | RESIDENTIAL.AMEND THE ENERGY CODE |
| | COMPLIANCE FORM. |
| | |
| | 4) FBC 13-103.1.1.1IT IS NOTED THAT |
| | RAFAEL PENA'S NAME AND LICENSE NUMBER |
| | ARE ON SHEET TWO OF THE ENERGY CODE |
| | COMPLIANCE FORMS, BUT THE PROFESSIONALS |
| | RESPONSIBLE FOR THE DESIGN OF THE |
| | BUILDING SHELL AND THE ELECTRICAL, |
| | LIGHTING, MECHANICAL AND PLUMBING |
| | SYSTEMS SHALL EACH SIGN THE ENERGY CODE |
| | COMPLIANCE FORM, TO CERTIFY COMPLIANCE. |
| | |
| | 5) THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES |
| | BETWEEN THE LOTS WHICH COMBINE TO FORM |
| | 'THE SITE'.SUBMIT A COPY OF THE 'UNITY |
| | OF TITLE' DOCUMENT SO THAT FBC TABLE 600 |
| | BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. |
| | |
| | 6) FBC* 104.6.5BUILDING PERMIT |
| | VALUATION.THE STATED VALUE OF THE |
| | PROJECT HAS BEEN UNDER-ESTIMATED AT |
| | $4,832,516.THE VALUE CALCULATED USING |
| | THE SOUTHERN BUILDING CODE CONGRESS |
| | INTERNATIONAL (SBCCI) VALUATION TABLES |
| | IS $5,563,825.THE PERMIT APPLICATION |
| | FEE HAS BEEN ADJUSTED ACCORDINGLY, SO |
| | THERE IS AN OUTSTANDING BALANCE OF |
| | $32,886.96 WHICH INCLUDES $573.50 RADON |
| | FEES AND THE BALANCE OF THE PERMIT FEES |
| | NOT PAID AT THE TIME OF APPLICATION. |
| | |
| | 7) 61G15-23.002(2)FL. ADMIN. CODE. |
| | STRUCTURAL ENGINEER'S PLANS FS-1 TO S7-5 |
| | PLANS SIGNED & SEALED BY A PROFESSIONAL |
| | ENGINEER SHALL INCLUDE THE CERTIFICATE |
| | AUTHORIZATION NUMBER (6063 FOR THE RAUL |
| | PUIG GROUP, P.A.) FOR THE ENGINEERING |
| | BUSINESS THROUGH THROUGH WHICH THE |
| | ENGINEER IS PRACTICING. |
| | (471.025 F.S. AND 471.023 F.S.). |
| | |
| | 8) FBC 104.2.2 ONE SET OF THE STRUCTURAL |
| | PLANS DOES NOT HAVE AN THE ORIGINAL |
| | SIGNATURE OR RAISED SEAL OF THE ENGINEER |
| | |
| | 9) FBC 503.2.6SPECIAL UNLIMITED HEIGHT |
| | FOR TYPE II BUILDINGS.SHEET A-1.1, |
| | CODE ANALYSIS TABLE STATES THAT THE |
| | ROOF/CEILING AND THE BEAMS, GIRDERS, |
| | TRUSSES AND ARCHES REQUIRE FIRE |
| | RESISTANCE RATING OF 1-HR.BECAUSE THE |
| | BUILDING IS TO BE TYPE II CONSTRUCTION |
| | AND EXCEEDS 80 FEET IN HEIGHT A MINIMUM |
| | OF 1-1/2 HOURS FIRE RESISTANCE RATING IS |
| | REQUIRED FOR THE ROOFS AND THEIR |
| | SUPPORTING BEAMS, GIRDERS, TRUSSES AND |
| | ARCHES.ALSO THE NOTE ABOUT FIRE |
| | RESISTANCE RATING BEING NOT REQUIRED FOR |
| | STRUCTURE SUPPORTING ROOF ONLY, WHERE |
| | THE CLEAR HEIGHT IS AT LEAST 20 FEET, IS |
| | NOT APPLICABLE AND SHOULD BE DELETED. |
| | AMEND SHEET A-1.1 |
| | |
| | 10) FBC 412.5SMOKE CONTROL.THE PLANS |
| | DO NOT DEMONSTRATE FULL COMPLIANCE WITH |
| | FBC 412.5(3).AMEND THE PLANS TO SHOW |
| | COMPLIANCE WITH ON OF THE SMOKE CONTROL |
| | OPTIONS IN FBC 412.5 |
| | |
| | 11) FBC 1012.1.2 EGRESS DOOR.SHEETS |
| | A-2.1.D AND A-2.1 SHOW AN INWARD OPENING |
| | PARKING GARAGE EXIT DOOR ADJACENT THE |
| | AT&T ROOM.THE DOOR SHALL SWING OUTWARD |
| | TO OPEN IN THE DIRECTION OF EGRESS. |
| | |
| | 12) FBC 1003.3.4SHEET A-2.1, PARKING |
| | GARAGE EXIT.THE PARKING SPACE ADJACENT |
| | THE EXIT BY THE AT&T ROOM SHALL BE |
| | 'PAINTED OUT' AND NO LONGER USED, IN |
| | ORDER TO MAINTAIN THE REQUIRED EXIT |
| | WIDTH. |
| | |
| | 13) FBC 1004.1.2SHEET A-2.1, EGRESS |
| | FROM EMPLOYEE LOUNGE.THE TRAVEL |
| | DISTANCE TO THE EXIT EXCEEDS 75 FEET AND |
| | EGRESS THROUGH THE PARKING GARAGE IS NOT |
| | PERMITTED, SO THERE IS NO ALTERNATIVE |
| | ROUTE.RELOCATE THIS ROOM TO REDUCE THE |
| | TRAVEL DISTANCE. |
| | |
| | 14) FBC TABLE 705.1.2SHEET A-4.1.THE |
| | TRASH ROOM SHALL BE SHOWN TO HAVE A MIN. |
| | 1-HR FIRE RATING FOR ALL WALLS |
| | (INCLUDING EXISTING) AND A 3/4 HR RATING |
| | FOR THE DOOR (EXISTING). |
| | |
| | 15) FBC 1005.6.5SHEET A-2.1.STAIR #2 |
| | SHALL NOT DISCHARGE THROUGH THE PARKING |
| | GARAGE.AMEND THE PLANS TO SHOW CODE |
| | COMPLIANT EXIT DISCHARGE FROM STAIR #2. |
| | |
| | 16) FBC 1004.1.4SHEET A-2.2.THE |
| | COMMON PATH OF TRAVEL FROM THE SECOND |
| | FLOOR COMMON AREA (AND BAR) EXCEEDS |
| | 75 FEET.ANNOTATE THE PLANS (INCLUDING |
| | SHEET A-4.4) TO CONFIRM AVAILABILITY OF |
| | ALTERNATIVE EGRESS, THROUGH THE EXISTING |
| | EAST TOWER, VIA THE OPENING OPPOSITE THE |
| | MANAGER'S OFFICE DOOR. |
| | |
| | 17) FBC 1003.1.2SHEET A-2.2.PROVIDE |
| | A LIFE SAFETY PLAN TO SHOW OCCUPANT LOAD |
| | AND EGRESS FOR THE TRANQUILITY GARDEN, |
| | POOL DECK AND POOL. |
| | |
| | 18) FBC 1006.1.1SHEET A-2.3.NO EXIT |
| | DOOR IS SHOWN AT STAIR #1.AMEND THE |
| | PLAN. |
| | |
| | 19) FBC 412.6.2ELEVATOR LOBBIES.THE |
| | TRASH CHUTE AND ELECTRICAL ROOMS SHALL |
| | NOT OPEN INTO THE ELEVATOR LOBBIES. |
| | AMEND THE PLANS. |
| | |
| | 20) FBC 1608.2.2SHEET A-8.1. GUARDRAIL |
| | DETAILS 3, 4, AND 8.NOTE 4 GIVES AN |
| | INCOMPLETE SPECIFICATION FOR GUARDRAIL |
| | STRENGTH REQUIREMENTS.THE 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. |
| | NOTE:THESE LOADS ALSO APPLY TO THE |
| | GUARDING SHOWN ON SHEET A-6.3, DETAILS |
| | 2, 3, 6 AND 9 (THE SPECIFIED HANDRAIL |
| | LOADING IS NOTED). |
| | |
| | 21) FBC 11-4.1.2(5)(E)VALET PARKING. |
| | AMEND THE NOTE ON SHEET A-1.1 TO STATE |
| | THAT VALET PARKING WILL BE PROVIDED IN |
| | ACCORDANCE WITH FBC 11-4.1.2(5)(E) AND |
| | FBC 11-4.6.6. |
| | |
| | 22) FBC 11-4.13.6MANEUVERING CLEARANCE |
| | AT DOORS.AMEND DOOR 12 ON SHEET A-4.1 |
| | AND DOORS 29 AND 31 ON SHEET A-4.3 TO |
| | SHOW THE REQUIRED 18" CLEARANCE BETWEEN |
| | THE STRIKE EDGE OF THE DOOR AND THE |
| | ADJACENT WALL ON THE PULL SIDE OF THE |
| | DOOR (REF FIG. 25) |
| | |
| | 23) FBC 3003.4.1STRETCHER ACCESSIBLE |
| | ELEVATOR.AT LEAST ONE PASSENGER |
| | ELEVATOR SHALL ACCOMMODATE AN AMBULANCE |
| | STRETCHER 76" LONG AND 24" WIDE IN THE |
| | HORIZONTAL POSITION.THIS ELEVATOR |
| | SHALL BE IDENTIFIED BY SIGNAGE.AMEND |
| | THE PLANS TO DEMONSTRATE COMPLIANCE. |
| | |
| | 24) FBC 2405.2THE FOLLOWING GLAZING IS |
| | IN A 'HAZARDOUS LOCATION' AND 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): |
| | DOOR #12 (SHEET A-5.1 - DOOR SCHED.) |
| | DOOR #28 (SHEET A-5.1 - DOOR SCHED.) |
| | DOOR #29 (SHEET A-5.1 - DOOR SCHED.) |
| | DOOR #37 (SHEET A-5.1 - DOOR SCHED.) |
| | SUBMIT DETAILS TO DEMONSTRATE COMPLIANCE |
| | |
| | 25) SUBMIT PRODUCT APPROVALS FOR THE |
| | ROOF COVERINGS, WINDOWS, EXTERIOR DOORS |
| | AND EXTERIOR SLIDING GLASS DOORS. |
| | 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 |
| | |
| | 26) PRODUCT APPROVAL.RULE 9B-72 FAC. |
| | FOR PRODUCTS WHICH DO NOT HAVE STATEWIDE |
| | PRODUCT APPROVAL, LOCAL PRODUCT APPROVAL |
| | CAN BE ACHIEVED IF THERE IS A QUALITY |
| | ASSURANCE PROGRAM IN PLACE WITH A STATE |
| | APPROVED QUALITY ASSURANCE ENTITY.IF |
| | NEITHER IS APPLICABLE, THEN SITE |
| | SPECIFIC APPROVAL IS REQUIRED.LOCAL |
| | PRODUCT APPROVAL WILL ALLOW A PRODUCT TO |
| | BE USED, IN ACCORDANCE WITH THE TEST |
| | CRITERIA, THROUGHOUT THE JURISDICTION OF |
| | WEST PALM BEACH.SITE SPECIFIC PRODUCT |
| | APPROVAL WILL ALLOW A PRODUCT TO BE |
| | USED ONLY ON THE PROJECT FOR WHICH THAT |
| | SITE SPECIFIC APPROVAL IS GRANTED. |
| | LOCAL AND SITE SPECIFIC PRODUCT APPROVAL |
| | APPLICATION FORMS ARE AVAILABLE FROM |
| | THIS OFFICE.APPROVED QUALITY ASSURANCE |
| | ENTITIES ARE LISTED ON THE DCA WEBSITE: |
| | WWW.FLORIDABUILDING.ORG/COMMON/C_ORG_ |
| | REGI_SRCH.ASP |
| | |
| | 27) FBC 1606.1.7WIND LOAD. SHEET S0.0, |
| | DESIGN LOAD NOTE #2 REFERS TO 'SOUTH |
| | FLORIDA BUILDING CODE 1994' FOR WIND |
| | DESIGN.AMEND THE NOTE TO READ 'FLORIDA |
| | BUILDING CODE 2001'.ALSO THE PLANS |
| | SHALL STATE THE BASIC WIND SPEED, WIND |
| | IMPORTANCE FACTOR, WIND EXPOSURE |
| | CATEGORY, INTERNAL PRESSURE COEFFICIENT, |
| | AND EXTERIOR COMPONENT AND CLADDING |
| | DESIGN WIND PRESSURES.AMEND THE PLANS. |
| | |
| | 28) FBC TABLE 600.FIRE RESISTANCE. |
| | SHT S0.0 (EG.REINFORCING STEEL NOTE #3) |
| | MAKES NO REFERENCE TO THE REQUIRED FIRE |
| | RESISTANCE RATINGS FOR THE STRUCTURAL |
| | ELEMENTS AS LISTED ON SHEET A-1.1. |
| | CO-ORDINATE THE ARCHITECTURAL AND |
| | STRUCTURAL PLANS TO ENSURE ADEQUATE |
| | FIRE RESISTANCE FOR THE STRUCTURAL |
| | MEMBERS. |
| | |
| | 29) FBC 3502REFERENCE STANDARDS. |
| | SHEET A-9.1, GENERAL NOTES #24 AND #25 |
| | REFER TO OUT-DATED CODES AND SHALL BE |
| | AMENDED AS FOLLOWS: |
| | - ACI 530.1-95/ASCE 6-96/TMS 602-95 |
| | SHALL READ ACI 530.1/ASCE 6/TMS 602-02 |
| | - ASTM C 91-66 SHALL READ ASTM C 91-91 |
| | - ASTM C 150-67 SHALL READ ASTM C 150-94 |
| | - ASTM C 34-62 SHALL READ ASTM C 33-62 |
| | |
| | 30) FBC 3502REFERENCE TO ASCE 7. |
| | SHEET A-9.1, STOREFRONT/../DOOR NOTE #4 |
| | AND SHEET A-9.2 ROOFING NOTE D BOTH |
| | REFER TO ASCE 7-95.AMEND THE REFERENCE |
| | TO READ ASCE 7-98 |
| | |
| | 31) 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 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 |
