| Date |
Text |
| 2005-01-20 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. |
| | |
| | 2) FBC* 104.2IT IS NOTED THAT THE |
| | PLANS ARE NOT COMPLETE AT THIS STAGE. |
| | WHEN THE PLANS ARE SUBMITTED FOR PERMIT |
| | THEY SHALL BE COMPLETE AND SIGNED AND |
| | SEALED BY THE DESIGNERS OF RECORD. |
| | |
| | 3) IMPACT FEES. IT IS NOTED THAT THE |
| | PLANS HAVE BEEN SUBMITTED FOR WORKING |
| | DRAWING REVIEW ONLY.PLEASE NOTE THAT |
| | BECAUSE THE PERMIT APPLICATION WILL BE |
| | FILED AFTER DECEMBER 30, 2004, THE FEE |
| | WILL BE BASED ON THE NEW (HIGHER) |
| | IMPACT FEE RATES.FOR MORE INFORMATION |
| | ON PALM BEACH COUNTY IMPACT FEES GO TO: |
| | |
| | HTTP://WWW.CO.PALM-BEACH.FL.US/PZB/ |
| | IMPACTFEES/IMPACTFEES.HTM |
| | |
| | BEFORE A PERMIT CAN BE ISSUED, THE |
| | PLANS SHALL BE TAKEN TO PALM BEACH |
| | COUNTY BUILDING DEPARTMENT FOR IMPACT |
| | FEE ASSESSMENT. THEY SHALL BE STAMPED |
| | AT |
| | THAT OFFICE AND A COPY OF THE PAID |
| | RECEIPT SUBMITTED TO THE CITY OF WEST |
| | PALM BEACH DEPT OF CONSTRUCTION |
| | SERVICES |
| | |
| | 4) NOTE THAT THE NOTICE OF |
| | COMMENCEMENT, IMPACT FEE RECEIPT AND |
| | SPECIAL INSPECTOR AGREEMENT WILL BE |
| | REQUIRED BEFORE A PERMIT CAN BE ISSUED. |
| | ALSO A DECLARATION OF CONDOMINIUM WILL |
| | BE REQUIRED BEFORE CERTIFICATE OF |
| | OCCUPANCY. |
| | |
| | 5) FBC* 104.2.4SITE SURVEY.A SIGNED |
| | AND SEALED SURVEY DRAWING PREPARED BY A |
| | LICENSED SURVEYOR/MAPPER IS REQUIRED. |
| | (REF: 472.025(1) FL. STATUTES).UNITY |
| | OF TITLE AND HORIZONTAL SEPARATION |
| | REQUIREMENTS CANNOT BE ASSESSED WITHOUT |
| | A SITE SURVEY. |
| | |
| | 6) A SEPARATE PERMIT APPLICATION WILL |
| | BE REQUIRED FOR THE SWIMMING POOL AND |
| | SPA. |
| | |
| | 7) FBC* 105.13.1SPECIAL INSPECTOR |
| | AGREEMENT.BEFORE A PERMIT CAN BE |
| | ISSUED IT WILL BE NECESSARY TO ARRANGE, |
| | WITH HAROLD PISKURA (INSPECTION |
| | SERVICES |
| | MANAGER - TEL: 561 805 6711), A MEETING |
| | INVOLVING THE OWNER, THRESHOLD |
| | INSPECTOR, JOB INSPECTOR, CONTRACTOR |
| | AND ENGINEER. |
| | |
| | 8) FBC* 1804.2.2SHEET S-0, GENERAL |
| | NOTES - FOUNDATIONS.SUBMIT THREE |
| | COPIES OF ARDAMAN & ASSOCIATES SOIL |
| | REPORT DATED 7/28/04 AS REFERENCED |
| | UNDER THE 'FOUNDATION' NOTE. |
| | |
| | 9) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | |
| | 10) SUBMIT PRODUCT APPROVALS FOR THE |
| | WINDOWS, STOREFRONTS, EXTERIOR DOORS |
| | AND ROOFING PRODUCTS. |
| | |
| | 11) FBC TABLE 600SHEET A1.01, FIRE |
| | RESISTANCE OF STRUCTURAL ELEMENTS.IT |
| | IS NOTED THAT THE INDEX OF DRAWINGS |
| | REFERS TO SHEETS LS0.00 - CODE DATA AND |
| | LS1.00 - SITE PLAN & LIFE SAFETY NOTES |
| | AND THESE SHEETS WERE NOT SUBMITTED. |
| | THE REQUIRED FIRE RESISTANCE RATINGS OF |
| | STRUCTURAL ELEMENTS (WALLS, COLUMNS, |
| | BEAMS, FLOORS ETC) FOR A TYPE I |
| | BUILDING ARE NOT STATED ON THE PLANS |
| | AND |
| | SHOULD BE ADDED TO ONE OF THE |
| | ARCHITECTURAL SHEETS OR STRUCTURAL |
| | NOTES |
| | SHEET S-0.0 |
| | |
| | 12) FBC TABLE 600SHEET LS1.01, |
| | HORIZONTAL SEPARATION.THE GENERAL |
| | NOTES AND THE BUILDING ELEVATION SHEETS |
| | A3.01 TO A3.04 DO NOT STATE WHETHER THE |
| | AREA OF WALL OPENINGS EXCEEDS 40% OF |
| | THE WALL AREA.ADD A TABLE OR NOTES TO |
| | SHOW THAT THE AREA OF WALL OPENINGS |
| | DOES |
| | NOT EXCEED THAT ALLOWED BY THE PROVIDED |
| | HORIZONTAL SEPARATION.SEE THE ABOVE |
| | COMMENT REQUIRING A SURVEY DRAWING. |
| | |
| | 13) FBC 707.1 SHEET S A9.02 AND A9.12, |
| | COMBUSTIBLES IN CONCEALED SPACES.IN |
| | TYPE I CONSTRUCTION., ALL WOOD BUCKS, |
| | HEADERS, FURRING STRIPS ETC SHALL BE |
| | APPROVED FIRE RETARDANT TREATED LUMBER. |
| | NOTE 1 ON SHEETA9.13 REFERS TO WOOD |
| | BACKING, BLOCKING ETC FOR THE |
| | INSTALLATION OF FINISHES. |
| | AMEND/ANNOTATE SHEETS A9.02 AND A9.12 |
| | TO DEMONSTRATE COMPLIANCE. |
| | |
| | 14) FBC 704.2.4SHEET LS1.01, EXIT |
| | ACCESS CORRIDORS.THE CROSS-CORRIDOR |
| | WALL LINKING THE MAIL ROOM TO ELEVATOR |
| | VESTIBULE #3, AND THE MECHANICAL ROOM |
| | TO THE CONFERENCE ROOM, AND THE WALLS |
| | SEPERATING THE CORRIDOR FROM THE |
| | JANITOR?S, MECHANICAL AND CONFERENCE |
| | ROOM ARE NOT SHOWN AS FIRE-RATED.IT |
| | IS NOTED THAT THE DOORS IN THESE WALLS |
| | ARE ALREADY SPECIFIED AS FIRE-RATED ON |
| | SHEET A9.11, DOOR SCHEDULE. |
| | |
| | 15) FBC 701.1.1SHEET LS1.01, |
| | EMERGENCY GENERATOR ROOM.NO FIRE |
| | SEPARATION IS CURRENTLY SHOWN BETWEEN |
| | THE GENERATOR ROOM AND THE ADJACENT |
| | ENTRY/EXIT. AMEND THE PLAN. |
| | |
| | 16) FBC 701.1.1SHEET LS1.01,WASTE |
| | CONTAINER TOWING EQUIPMENT AREA.THE |
| | REQUIRED 2 HOUR FIRE SEPARATION IS NOT |
| | SHOWN BETWEEN THIS STORAGE ROOM AND THE |
| | PARKING GARAGE.AMEND THE PLAN.ALSO, |
| | SHEET A4.11 DOES NOT SHOW ANY DOOR |
| | SCHEDULE REFERENCE FOR THE DOOR IN |
| | ORDER TO VERIFY THE DOOR FIRE RATING. |
| | |
| | 17) FBC 701.1.1SHEETS LS1.01 AND |
| | LS1.02,BUILDING STORAGE ROOM.THE |
| | REQUIRED 2 HOUR FIRE SEPARATION IS NOT |
| | SHOWN FOR THE WALL BETWEEN THE PARKING |
| | GARAGE AND THE BUILDING STORAGE ROOM AT |
| | THE WEST END OF THE PARKING GARAGE. |
| | AMEND THE PLAN |
| | |
| | 18) FBC 704.1.3.2SHEETS LS1.04, |
| | LS1.05 AND LS1.06, TENANT STORAGE |
| | ROOMS. |
| | THESE ARE REQUIRED TO HAVE 2 HOUR FIRE |
| | SEPARATION FROM THE PARKING GARAGE. |
| | FBC 704.1.2.2 DOES NOT APPLY HERE AS |
| | THE |
| | STORAGE ROOMS ARE ACCESSORY TO THE |
| | RESIDENTIAL OCCUPANCY NOT THE PARKING |
| | GARAGE. |
| | |
| | 19) FBC 704.2.4SHEET LS1.04, WALL |
| | BETWEEN TENANT STORAGE ROOM AND PUBLIC |
| | CORRIDOR.THE NOTE ON THE PLAN REFERS |
| | TO FBC 704.1.2.2 EXCEPTION NO.4 AS |
| | JUSTIFICATION FOR NOT FIRE-RATING THIS |
| | WALL.THAT SECTION IS NOT APPLICABLE |
| | IN THIS CASE BECAUSE THE CORRIDOR IS AN |
| | EXIT ACCESS CORRIDOR AND IS REQUIRED TO |
| | BE FIRE RATED.AMEND THE PLAN. |
| | |
| | 20) FBC* 104.2.1SHEETS A2.02, A2.05, |
| | A2.07 AND A2.09.ADD NOTES TO THESE |
| | SHEETS TO CLARIFY THAT THE UNLABELLED |
| | SPACE AROUND THE PARKING GARAGE IS |
| | ACTUALLY OCCUPIED BY 'RESIDENTIAL UNIT |
| | BELOW' AND 'CORRIDOR BELOW'.THE NOTES |
| | SHOULD STATE THAT THE REQUIRED |
| | FIRE-RATING FOR THE WALLS IS STATED ON |
| | THE PLAN FOR THE FLOOR BELOW. |
| | |
| | 21) FBC* F102.2.7SHEETS A3.01 TO |
| | A3.06 ELEVATIONS.THE KEY NOTES REFER |
| | TO 'F11'-FOAM COLUMN AND 'A'-MOULDING |
| | TYPES SEE SHEETS A??.ARCHITECTURAL |
| | TRIM, ON BUILDINGS LOCATED IN THE FIRE |
| | DISTRICT, SHALL BE CONSTRUCTED OF |
| | APPROVED NON-COMBUSTIBLE MATERIALS OR |
| | FIRE RETARDANT TREATED WOOD.ANNOTATE |
| | THE PLANS TO DEMONSTRATE COMPLIANCE. |
| | |
| | 22) FBC 1012.1.2SHEET A2.16, EXIT |
| | DOOR LEADING TO STAIR #2.THIS DOOR |
| | SHALL OPEN IN THE DIRECTION OF EGRESS. |
| | AMEND THE PLAN. |
| | |
| | 23) FBC 1012.1.4SHEET A7.12,STAIR |
| | #6.DURING ITS SWING, THE EXIT DOOR AT |
| | LEVELS P2 TO P9 SHALL LEAVE AT LEAST |
| | HALF OF THE REQUIRED STAIR WIDTH |
| | UNOBSTRUCTED.AMEND/ANNOTATE THE PLAN |
| | WITH DIMENSIONS TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | 24) FBC 1015.3SHEET A9.21, DETAIL 10, |
| | TYPICAL BALCONY GUARDRAIL.THE |
| | ORNAMENTAL PATTERN SHALL BE SUCH THAT A |
| | 4? DIAMETER SPHERE CANNOT PASS THROUGH |
| | ANY OPENING UP TO A HEIGHT OF 34?.A |
| | BOTTOM RAIL OR CURB SHALL BE PROVIDED |
| | TO REJECT THE PASSAGE OF A 2? DIAMETER |
| | SPHERE.AMEND THE PLANS TO DEMONSTRATE |
| | COMPLIANCE.THE NOTE ON SHEET A10.02, |
| | DETAIL 1 IS FOR A DIFFERENT |
| | SITUATION/LOCATION. |
| | |
| | 25) NFPA 823-2.4.3.1SHEET A7.14, |
| | TRASH CHUTE SERVICE OPENING ROOM. |
| | THERE SHALL BE MINIMUM 6" CLEARANCE |
| | BETWEEN THE OPEN CHUTE LOADING DOOR AND |
| | CLOSED SERVICE OPENING ROOM DOOR. |
| | AMEND |
| | THE PLANS. |
| | |
| | 26)FBC 11-4.9.4SHEETS A7.05 AND |
| | A7.05A, STAIR #2.THE REQUIRED |
| | HANDRAIL EXTENSION LENGTHS AT THE TOP |
| | AND BOTTOM OF EACH FLIGHT ARE |
| | TRANSPOSED |
| | (TOP=BOTTOM, BOTTOM=TOP) AT 6TH LEVEL, |
| | 7-14TH LEVEL, 15TH LEVEL AND 16TH |
| | LEVEL. |
| | AMEND THE PLANS. |
| | |
| | 27) FBC 11-4.13.6SHEET A4.42, |
| | MANEUVERING CLEARANCES AT DOORS.IT IS |
| | NOTED THAT THIS SHEET IS NOT COMPLETE. |
| | THE DOORS PENCILED IN AS DOORP24 (TO |
| | THERAPY ROOM) SHALL HAVE A MIN. 18? |
| | CLEARANCE BETWEEN THE STRIKE EDGE OF |
| | THE DOOR AND THE ADJACENT PERPENDICULAR |
| | WALL.AMEND/ANNOTATE THE PLANS WITH |
| | DIMENSIONS TO DEMONSTRATE COMPLIANCE. |
| | THE SAME ALSO APPLIES TO DOOR REFERENCE |
| | S14, SHOWN ON SHEET A4.02. |
| | |
| | 28) FBC 411.2.3SHEET A2.02, A2.05, |
| | A2.07 AND A2.09, VEHICLE IMPACT |
| | WALLS/GUARDRAILS.AMEND THE PLANS TO |
| | SHOW THE REQUIRED IMPACT |
| | WALLS/GUARDRAILS AT THE PERIMETER WALLS |
| | OF THE PARKING GARAGE.THIS ALSO |
| | APPLIES TO THE WALL, SHOWN ON SHEET |
| | A2.02, BETWEEN THE PARKING GARAGE AND |
| | THE VOID ABOVE THE NORTH PARKING GARAGE |
| | ENTRY/EXIT, AND TO THE NORTH PORTION OF |
| | THE WEST WALL AT ALL PARKING GARAGE |
| | LEVELS ABOVE GROUND.IMPACT GUARDRAILS |
| | ARE ALSO REQUIRED IN FRONT OF THE |
| | GARAGE EXHAUST AIR SHAFT LOUVERS AT THE |
| | WEST END OF EACH PARKING GARAGE LEVEL |
| | ABOVE GROUND.AMEND THE PLANS. |
| | |
| | 29) FBC 1608.2.2SHEET A8.21, DETAILS |
| | A AND A1 AND SHEET A9.21, DETAIL 10. |
| | 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. |
| | |
| | 30) FBC* 104.2.1THE SUBMITTED |
| | STRUCTURAL PLAN SET DOES INCLUDE A |
| | GROUND FLOOR REINFORCING PLAN AND THE |
| | HIGH ROOF REINFORCING PLAN IS NOT |
| | COMPLETE. SUBMIT COMPLETE PLANS FOR |
| | REVIEW. |
| | |
| | 31) FBC 3502SHEET S-0.0, GENERAL |
| | NOTES THE PLANS REFERENCE ACI 530.1-99 |
| | AND ACI 318-99 (TWICE) UNDER THE |
| | SUB-TITLES 'CODES' AND 'THRESHOLD |
| | BUILDING INSPECTION PLAN'.THE |
| | VERSIONS |
| | OF THESE STANDARDS REFERENCED BY |
| | FLORIDA |
| | BUILDING CODE ARE ACI 530.1-02 AND ACI |
| | 318-02. AMEND THE GENERAL NOTES. |
| | |
| | 32) FBC 3502SHEET S-0.0, GENERAL |
| | NOTES THE PLANS REFERENCE ASTM A 185-85 |
| | AND ASTM A 615-84A (TWICE) UNDER THE |
| | SUB-TITLES 'WELDED WIRE FABRIC' AND |
| | 'REINFORCING STEEL'.THE VERSIONS OF |
| | THESE STANDARDS REFERENCED BY FLORIDA |
| | BUILDING CODE ARE ASTM A 185-97 AND |
| | ASTM A 615-94.AMEND THE GENERAL |
| | NOTES. |
| | |
| | 33) 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] |
