Date |
Text |
2004-02-17 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) THE NOTICE OF COMMENCEMENT SHALL BE |
| RECORDED AT PALM BEACH COUNTY COURTHOUSE |
| AND A COPY SUBMITTED TO THIS OFFICE |
| BEFORE A PERMIT CAN BE ISSUED.BLANK |
| FORMS ARE AVAILABLE FROM THIS OFFICE. |
| |
| 2) IMPACT FEES. 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 BEFORE A PERMIT CAN BE ISSUED. |
| |
| 3) 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.THREE |
| COPIES OF THE PLANS AND OTHER DOCUMENTS |
| WILL BE REQUIRED FOR PERMITTING PURPOSES |
| |
| 4) 61G1-16.004FL. ADMIN. CODE.PLANS |
| PREPARED BY A REGISTERED ARCHITECT SHALL |
| INCLUDE A TITLE BLOCK WHICH MUST: |
| - STATE THE FIRM NAME, ADDRESS AND |
| TELEPHONE NUMBER |
| - STATE THE FIRM LICENSE NUMBER |
| - STATE PROJECT NAME OR IDENTIFICATION |
| - STATE DATE PREPARED |
| - INCLUDE AN ORIGINAL SIGNATURE AND |
| DATED SEAL |
| - INCLUDE THE PRINTED NAME OF THE |
| ARCHITECT SEALING THE PLANS |
| THE ARCHITECTURAL BUSINESS LICENSE |
| NUMBER STATED ON THE PLANS, ARC001407, |
| IS NOT CORRECT.IT SHOULD BE AAC001407. |
| AMEND THE TITLE BLOCK ON EACH SHEET. |
| ALSO THE NAME AND LICENSE NUMBER ON THE |
| SEAL OF JOSE LUIS GONZALEZ PEROTTI COULD |
| NOT BE VERIFIED ON STATE DBPR WEBSITE |
| WWW.MYFLORIDALICENSE.COM/DEFAULT.ASP |
| AS ALL SEARCHES RETURNED 'NO RESULTS |
| FOUND'.PROVIDE DOCUMENTATION TO VERIFY |
| THE LICENSE STATUS.ONE COPY OF SHEET |
| A-001 HAS BEEN RETAINED FOR OUR FILE. |
| |
| 5) FBC 1511.1.3ALLOWABLE HEIGHT. |
| SHEET A-108.THE ROOFTOP STRUCTURES |
| MUST BE CONSIDERED AS AN ADDITIONAL |
| STORY AS THEY ARE BEING USED FOR |
| PURPOSES OTHER THAN TO HOUSE MECHANICAL |
| EQUIPMENT OR TO SHELTER VERTICAL SHAFT |
| OPENINGS IN THE ROOF.THEREFOR THE |
| BUILDING EXCEEDS THE 65 FEET MAXIMUM |
| HEIGHT PERMITTED FOR A TYPE IV BUILDING |
| WITH 1-HOUR PROTECTION AND A RESIDENTIAL |
| OCCUPANCY, PER TABLE 500.AMEND THE |
| CONSTRUCTION TYPE/PLANS. |
| |
| 6) FBC 503.3.3.2MEZZANINE, SHEET A-103 |
| MEZZANINES SHALL NOT EXCEED 1/3 OF THE |
| AREA OF THE ROOM IN WHICH THEY ARE |
| LOCATED AND ENCLOSED SPACE UNDER THE |
| MEZZANINE SHALL NOT BE CONSIDERED IN THE |
| DETERMINATION OF THAT AREA.THE 'LOFTS' |
| AND THE ELEVATOR MACHINE ROOM, PUMP |
| ROOM, ELECTRICAL ROOM AND LAUNDRY DO NOT |
| QUALIFY AS MEZZANINES AND MUST THEREFOR |
| BE CONSIDERED AS AN ADDITIONAL STOREY. |
| AMEND THE CONSTRUCTION TYPE/PLANS (SEE |
| COMMENT ABOVE). |
| |
| 7) FBC* 102.2.4FIRE DISTRICT - ROOF. |
| ROOF COVERINGS IN THE FIRE DISTRICT |
| SHALL CONFORM TO THE REQUIREMENTS OF |
| CLASS A OR B ROOF COVERINGS.ANNOTATE |
| THE PLANS TO DEMONSTRATE COMPLIANCE. |
| |
| 8) FBC* 102.2.7FIRE DISTRICT - TRIM. |
| SHEETS A-201 TO A-303 SHOW 'CYPRESS |
| OUTRIGGERS AND T&G EAVES'. ARCHITECTURAL |
| TRIM ON BUILDINGS LOCATED IN THE FIRE |
| DISTRICT SHALL BE CONSTRUCTED OF |
| APPROVED NON-COMBUSTIBLE MATERIALS OR |
| FIRE RETARDANT TREATED WOOD.AMEND THE |
| PLANS TO DEMONSTRATE COMPLIANCE. |
| |
| 9) FBC 11-4.13.4 SHEET A-102, ACCESSIBLE |
| DOORS.CORRIDOR DOOR 148 IS SHOWN AS |
| HAVING TWO INDEPENDENTLY OPERATED DOOR |
| LEAVES.AT LEAST ONE LEAF SHALL HAVE A |
| MINIMUM CLEAR OPENING OF 32 INCHES. |
| AMEND THE PLAN. |
| |
| |
| |
| 10) FBC 11-4.13.6SHEET A-102, |
| MANEUVERING CLEARANCES AT DOORS.ADD A |
| DIMENSION TO THE PLAN AT RESTAURANT DOOR |
| 157 TO ENSURE THAT A CLEARANCE OF AT |
| LEAST 18" IS PROVIDED BETWEEN THE STRIKE |
| EDGE OF THE DOOR AND THE ADJACENT WALL |
| ON THE PULL SIDE OF THE DOOR. |
| |
| 11) FBC 11-9.1.2ACCESSIBLE SUITES. |
| AMEND/ANNOTATE THE PLANS TO SHOW WHICH |
| SUITES ARE TO BE MADE ACCESSIBLE AND |
| PROVIDE THE RELEVANT DIMENSIONED PLANS |
| TO DEMONSTRATE COMPLIANCE WITH ALL PARTS |
| OF FBC 11-9.2.2 |
| |
| 12) FBC 11-9.1.3PERSONS WITH HEARING |
| IMPAIRMENTS.ANNOTATE THE PLANS TO SHOW |
| WHICH SUITES, IN ADDITION TO THOSE |
| REQUIRED TO BE ACCESSIBLE, ARE TO COMPLY |
| WITH FBC 11-9.3 (VISUAL ALARMS, |
| NOTIFICATION DEVICES AND TELEPHONES). |
| |
| 13) FBC 11-4.9.4STAIR HANDRAILS.AT |
| THE TOP OF THE STAIR, HANDRAILS SHALL |
| EXTEND HORIZONTALLY, AT LEAST 12 INCHES |
| BEYOND THE TOP RISER.AT THE BOTTOM OF |
| THE STAIR, HANDRAILS SHALL CONTINUE TO |
| SLOPE, BEYOND THE BOTTOM RISER, FOR A |
| DISTANCE EQUAL TO THE WIDTH OF ONE RISER |
| AND THEN EXTEND HORIZONTALLY FOR A |
| FURTHER 12 INCHES.AMEND THE PLANS TO |
| DEMONSTRATE COMPLIANCE. |
| |
| 14) SHEET A-118MEZZANINE LEVEL.NO |
| FIRE-RATING IS SHOWN FOR THE WALL |
| BETWEEN SUITE 101 AND THE ADJACENT |
| REAR EXIT CORRIDOR. |
| |
| 15) FBC 3003.4.1ELEVATOR, STRETCHER |
| REQUIREMENTS.AT LEAST ONE OF THE |
| ELEVATORS SHALL BE ABLE TO ACCOMMODATE |
| A 76" LONG, 24" WIDE AMBULANCE STRETCHER |
| IN THE HORIZONTAL POSITION.THAT |
| ELEVATOR SHALL BE IDENTIFIED WITH |
| SIGNAGE.AMEND THE PLANS TO DEMONSTRATE |
| COMPLIANCE. |
| |
| 16) FBC 1007.8.2.1SPIRAL STAIRS IN |
| SUITES 100, 102, 103, 104, 106 AND 108. |
| PROVIDE DETAILS TO DEMONSTRATE |
| COMPLIANCE WITH THE REQUIREMENTS FOR |
| SPIRAL STAIRS. |
| |
| 17) FBC 1608.2.1SHEET A-502, DETAIL 6. |
| THE NOTE ABOUT HANDRAIL LOAD IS NOTED |
| BUT IT IS INCOMPLETE.STAIR HANDRAILS |
| 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. |
| |
| 18) FBC 1608.2.2 ALL GUARDRAILS 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. |
| |
| 19) FBC 1015.3SHEET A-502, DETAIL 9. |
| A 6" SPHERE SHALL NOT PASS THROUGH THE |
| TRIANGULAR OPENING FORMED BY A TREAD, A |
| RISER AND THE BOTTOM EDGE OF THE |
| GUARDING.ANNOTATE THE DETAIL TO |
| DEMONSTRATE COMPLIANCE. |
| |
| 20) FBC* TABLE 2306.1SHEET A-501, |
| DETAIL 2.FASTENING OF PLYWOOD WOOD |
| SHEATHING SHALL BE 4" O.C. AT THE EDGES |
| IN ZONE 3.AMEND THE NOTE.ALSO, |
| CLARIFY THE MEANS OF FASTENING THE |
| PLYWOOD SHEATHING TO THE STRUCTURE |
| BELOW (I.E. CORRUGATED METAL DECK). |
| |
| 21) FBC 1606.3SHEET S-7.AMEND THE |
| PLANS TO STATE THE CALCULATED WIND- |
| INDUCED UPLIFT PRESSURES ON THE MEMBRANE |
| SYSTEM ROOF OVER THE EQUIPMENT/ |
| MECHANICAL/TOILET ROOMS. |
| |
| 22) SHEET S-9 CONNECTORS SCHEDULE AND |
| SHEET S-11 SECTION 2.FROM A SEARCH ON |
| THE SIMPSON WEBSITE WWW.STRONGTIE.COM |
| AND THE 2004 CATALOG, THE SPECIFIED |
| 'ETA22' IS NOT A CURRENT SIMPSON ANCHOR |
| REFERENCE.AMEND THE PLANS TO SPECIFY |
| VALID ANCHOR REFERENES FOR WHICH THE |
| UPLIFT CAPAPCITY CAN BE VERIFIED. |
| |
| |
| 23) FBC* 104.2.1.2SHEETS A-502 & A-505 |
| PLANTER AND OBELISK ATTACHMENT DETAILS. |
| THE PLANS DO NOT INCLUDE SUFFICIENT |
| INFORMATION ABOUT THE MATERIALS AND |
| CONSTRUCTION TO DETERMINE SUITABILITY OF |
| OF THE PROPOSED MEANS OF ATTACHMENT. |
| |
| |
| 24) FBC 1007SHEET A-502, DETAIL 5 - |
| STAIR.THE DETAIL REFERS TO THE |
| STRUCTURAL DRAWINGS.NO STAIR/LANDING |
| LAYOUT DRAWINGS OR CONSTRUCTION DETAILS |
| HAVE BEEN SUBMITTED. |
| |
| 25) 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. |
| |
| 26) FBC 13-103.1.1.1THE 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. |
| |
| 27) SUBMIT PRODUCT APPROVALS FOR THE |
| WINDOWS, EXTERIOR DOORS, STORE FRONT, |
| ROOF TILES AND MEMBRANE ROOFING. |
| 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 |
| LOCAL AND SITE-SPECIFIC PRODUCT APPROVAL |
| FORMS ARE AVAILABLE FROM THIS OFFICE FOR |
| PRODUCTS WHICH DO NOT HAVE A STATEWIDE |
| APPROVAL LISTING. |
| THE PRODUCT APPROVAL SHEETS SHALL BE |
| MARKED, AS APPROPRIATE, TO IDENTIFY |
| WHICH PRODUCT OPTIONS/MATERIALS/SIZES |
| ARE TO BE USED. |
| |
| 28) A SEPARATE PERMIT APPLICATION WILL |
| BE REQIRED FOR THE SWIMMING POOL. |
| |
| 29) IF NEW PLAN SHEETS ARE REQUIRED, IN |
| ORDER TO ADDRESS THE ABOVE COMMENTS, THE |
| OLD SHEETS SHALL BE REMOVED AND THE NEW |
| SHEETS INSERTED.ONE COPY OF EACH OLD |
| SHEET SHALL BE INCLUDED WITH THE |
| RESUBMITTAL FOR COMPARISON OF REVISIONS. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO |
| TELEPHONE: (561) 805 6716ROBERT BROWN |
| E-MAIL: [email protected] |