| Date |
Text |
| 2004-05-13 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* 104.6.5BUILDING PERMIT |
| | VALUATION.THE STATED VALUE OF THE |
| | PROJECT HAS BEEN UNDER-ESTIMATED AT |
| | $1,200,000.THE VALUE CALCULATED USING |
| | THE SOUTHERN BUILDING CODE CONGRESS |
| | INTERNATIONAL (SBCCI) VALUATION TABLES |
| | IS $1,586,125.THE PERMIT APPLICATION |
| | FEE HAS BEEN ADJUSTED ACCORDINGLY.THE |
| | OUTSTANDING BALANCE MUST BE PAID BEFORE |
| | A PERMIT CAN BE ISSUED. |
| | |
| | 4) FBC* 104.1.5BUILDING ADDRESS. THE |
| | PROJECT TITLE SHEET STATES THE ADDRESS |
| | OF THE PROPOSED BUILDING AS |
| | 307 EVERNIA STREET.AMEND SHEET A0.1 TO |
| | SHOW THE FRONT ENTRANCE LOCATION AND |
| | ADDRESS FOR THE ADJACENT EXISTING |
| | 3-STORY AND 5-STORY OFFICE BUILDINGS SO |
| | VALIDITY OF THE PROPOSED ADDRESS CAN BE |
| | VERIFIED.ALSO, EVERY DRAWING SHEET |
| | REFERS TO '310 EVERNIA STREET' WHICH IS |
| | NOT THE CORRECT ADDRESS.AMEND THE |
| | SHEETS. |
| | |
| | 5) FBC* 104.2.4SITE SURVEY.THE |
| | SUBMITTED SURVEY DRAWING IS NOT SIGNED |
| | AND SEALED.ALSO, IT DOES NOT REFLECT |
| | THE OUTLINE OF THE EXISTING OFFICE |
| | BUILDINGS THAT WILL REMAIN, SO THAT THE |
| | DIMENSIONS OF THE SPACE AVAILABLE FOR |
| | THE NEW BUILDING MAY BE DETERMINED. |
| | SHEETS A0.1 AND LS1.1 STATE BUILDING |
| | DIMENSIONS THAT EXCEED THE AVAILABLE |
| | SPACE AS SHOWN ON THE SUBMITTED SURVEY. |
| | SUBMIT A SIGNED AND SEALED SURVEY |
| | DRAWING PREPARED BY A LICENSED SURVEYOR/ |
| | MAPPER IS REQUIRED (REF: 472.025(1) F.S) |
| | AND ENSURE THAT THE PROPOSED BUILDING |
| | WILL FIT IN THE AVAILABLE SPACE. |
| | |
| | 6) FBC* 1804.2.2GEOTECHNICAL REPORT. |
| | SHEET S1.1, FOUNDATION PLAN NOTE 2 |
| | REFERS TO A 2/18/2004 TIERA INC. |
| | GEOTECHNICAL REPORT NO 6611-04-032. |
| | SUBMIT THE GEOTECHNICAL REPORT TO VERIFY |
| | THE SAFE BEARING CAPACITY OF THE SOIL. |
| | |
| | 7) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | |
| | 8) 61G15-23.002(2)FL. ADMIN. CODE. |
| | SHEETS C-1 TO C-4 SHALL INCLUDE THE |
| | ADDRESS OF ANTHONY J. MICHUDA, P.E (THIS |
| | INFORMATION MAY BE HANDWRITTEN/STAMPED |
| | ON EACH COPY SUBMITTED FOR PERMITTING) |
| | TO COMPLY WITH THE FOLLOWING: |
| | PLANS SIGNED & SEALED BY A PROFESSIONAL |
| | ENGINEER SHALL INCLUDE EITHER THE NAME, |
| | ADDRESS AND LICENSE NUMBER OF THE |
| | ENGINEER OR, THE NAME AND LICENSE NUMBER |
| | OF THE ENGINEER AND THE NAME, ADDRESS |
| | AND CERTIFICATE OF AUTHORIZATION NUMBER |
| | OF THE ENGINEERING BUSINESS THROUGH |
| | WHICH THE ENGINEER IS PRACTICING |
| | (471.025 F.S. AND 471.023 F.S.). |
| | |
| | 9) FBC TABLE 600SURVEY DRAWING AND |
| | SHEETS LS1.1 AND A1.1.WHAT IS THE |
| | WIDTH OF THE REAR ALLEY USED TO |
| | DETERMINE THE HORIZONTAL SEPARATION AND |
| | PROTECTION OF OPENINGS?AMEND THE |
| | PLANS TO CLARIFY. |
| | |
| | 10) FBC 1006.1.4SHEET A4.2, STAIR #1 - |
| | PARTIAL SECTION (DETAIL 06).THE CLOSET |
| | (AND COUPON ROOM) UNDER THE STAIR SHALL |
| | BE SEPARATED FROM THE STAIR BY A MINIMUM |
| | OF 2 HOUR FIRE RESISTANT CONSTRUCTION. |
| | AMEND/ANNOTATE THE PLANS TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | 11) FBC 1006.2.2EXTERIOR EXIT STAIR. |
| | AMEND SHEETS LS1.2 AND A1.2 TO SHOW ALL |
| | OPENINGS IN THE WALLS OF THE ADJACENT |
| | 3-STORY AND 5-STORY OFFICE BUILDINGS |
| | WITHIN 10 FEET OF THE EXTERIOR EXIT |
| | STAIR AND LANDING.ANY SUCH OPENINGS |
| | MUST HAVE 3/4 HOUR FIRE RESISTANT DOORS |
| | AND WINDOWS.AMEND THE PLANS TO VERIFY |
| | THIS.DO EITHER OF THE ADJACENT |
| | BUILDINGS HAVE EXITS LEADING TO THIS |
| | EXTERIOR EXIT STAIR?AMEND THE PLANS TO |
| | CLARIFY. |
| | |
| | 12) FBC 1007SHEET A4.1, STAIR PLANS. |
| | STAIR #2 SECOND FLOOR PLAN.NO WIDTH |
| | DIMENSION OR HANDRAIL ARE SHOWN FOR THE |
| | EXISTING STAIR BEING PROPOSED AS THE |
| | FIRST FLOOR FLIGHT FOR STAIR #2.WHAT |
| | ARE THE TREAD AND RISER DIMENSIONS FOR |
| | THIS STAIR FLIGHT?AMEND THE PLANS TO |
| | DEMONSTRATE FULL COMPLIANCE FOR THIS |
| | PORTION OF STAIR #2. |
| | |
| | 13) FBC 1007.4SHEET A4.1, STAIR PLANS. |
| | THE STAIR #1 FOURTH FLOOR PLAN DOES NOT |
| | REFLECT THE LANDING ARRANGEMENT SHOW ON |
| | SHEETS LS1.3 AND A1.3.AMEND THE DETAIL |
| | ALSO, THE STAIR #1 SECOND FLOOR PLAN |
| | SHOWS 14 RISERS FOR THE FIRST FLIGHT |
| | DOWN TO FIRST FLOOR.SHOULD THIS NOT |
| | READ 7 RISERS INSTEAD OF 14? |
| | |
| | 14) SHEET S2.4STAIR SUPPORT.IS THE |
| | MC12 STAIR STRINGER TO BE BUILT INTO |
| | EACH CMU WALL?PROVIDE A TITLE FOR THE |
| | 'CONCRETE PAD' DETAIL OR ANNOTATE IT AS |
| | 'TYPICAL' TO CLARIFY WHERE IT APPLIES. |
| | |
| | 15) FBC 1608.2.1SHEET A4.2, STAIR |
| | HANDRAIL DETAILS.THE 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. |
| | |
| | 16) FBC 1608.2.2SHEETS A4.2 AND A4.5, |
| | STAIR GUARDRAIL DETAILS AND BALCONY |
| | GUARDRAILS.THE 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. |
| | |
| | 17) FBC 11-4.9.4SHEET A4.1, STAIR |
| | PLANS.THE STAIR #2 SECOND FLOOR PLAN |
| | DOES NOT SHOW THE REQUIRED HANDRAIL |
| | EXTENSION AGAINST THE EXTERIOR WALL AT |
| | THE BOTTOM OF THE FLIGHT. |
| | |
| | 18) FBC 11-4.16 SHEET A4.3, WATER CLOSET |
| | ACCESSIBILTY DIMENSIONS.THE SEAT AND |
| | SIDE GRAB BAR HEIGHTS ARE LOWER THAN |
| | THE ALLOWABLE RANGE GIVEN IN THE CODE. |
| | ALSO, WILL THE PROPOSED HEIGHT OF THE |
| | DRINKING FOUNTAIN AND LAVATORIES PROVIDE |
| | THE REQUIRED MINIMUM LEG/KNEE CLEARANCE? |
| | AMEND THE DETAILS. |
| | |
| | 19) FBC 11-4.13.6SHEET A1.1, FIRST |
| | FLOOR PLAN.THE DOOR TO THE BREAK ROOM |
| | (1-114) SHALL HAVE A MANEUVERING |
| | CLEARANCE OF AT LEAST 12", ON THE PUSH |
| | SIDE, BETWEEN THE ADJACENT WALL AND THE |
| | STRIKE EDGE OF THE DOOR, IF THE DOOR HAS |
| | BOTH A CLOSER AND A LATCH (FIG. 25). |
| | ANNOTATE THE PLANS TO DEMONSTRATE |
| | COMPLIANCE. |
| | |
| | 20) FBC 1606.1.4HURRICANE MISSILE |
| | IMPACT PROTECTION.SHEET A6.1, DOOR |
| | SCHEDULE, STATES THAT ONLY DOOR 1-104-1 |
| | HAS IMPACT RESISTANT GLAZING.THAT DOOR |
| | IS SHOWN AS AN INTERIOR DOOR (TO TELLER |
| | OFFICE) ON SHEET A1.1 AND IS A TYPE F |
| | DOOR (SHEET A6.1.1) WHICH DOES NOT HAVE |
| | ANY GLAZING. AMEND THE DOOR SCHEDULE TO |
| | SPECIFY THE REQUIRED IMPACT RESISTANCE |
| | FOR DOOR 1-001-1. |
| | |
| | 21) FBC 1606.1.4HURRICANE MISSILE |
| | IMPACT PROTECTION.SHEET A6.1.1, THE |
| | WINDOW DETAILS DO NOT SPECIFY THE |
| | REQUIRED IMPACT RESISTANCE FOR THE |
| | WINDOWS.AMEND THE PLANS. |
| | |
| | 22) 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): |
| | - GLAZING ADJACENT TO THE FIRST FLOOR |
| | DOORS AT THE LOBBY, CONFERENCE ROOM |
| | (1-108), TELLER OFFICE (1-104) AND |
| | OFFICE (1-103). |
| | - GLAZING IN THE DOORS. |
| | SUBMIT DETAILS TO DEMONSTRATE COMPLIANCE |
| | |
| | 23) FBC 2407.3SHEET A1.4, SKYLIGHTS. |
| | AMEND THE PLANS TO STATE WHICH TYPE OF |
| | "SAFETY GLASS" IS TO BE USED.IF HEAT |
| | STRENGTHENED OR FULLY TEMPERED GLASS ARE |
| | USED, PROTECTIVE SCREENS SHALL BE |
| | INSTALLED BELOW THE GLAZING, AS REQUIRED |
| | BY FBC 2407.3, TO PROTECT THE BUILDING |
| | OCCUPANTS FROM FALLING GLASS IN THE |
| | EVENT OF BREAKAGE.AMEND THE DETAILS/ |
| | ANNOTATION TO DEMONSTRATE COMPLIANCE. |
| | |
| | 24) 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. |
| | |
| | 25) FBC* F102.2.6SHEET LS1.1, CODE |
| | SUMMARY - FIRE RESISTANCE RATING NOTES. |
| | EXTERIOR WALLS OF TYPE IV BUILDINGS |
| | LOCATED IN THE FIRE DISTRICT SHALL HAVE |
| | A FIRE-RESISTANCE OF 2-HOURS OR MORE |
| | IF LOCATED WITHIN 30 FEET OF A COMMON |
| | PROPERTY LINE OR ASSUMED PROPERTY LINE. |
| | AMEND THE NOTES AND ALL PLANS TO STATE |
| | 2-HOUR FIRE RATING FOR THE EXTERIOR |
| | WALLS. |
| | |
| | 26) FBC* F102.2.7ARCHITECTURAL TRIM IN |
| | FIRE DISTRICT.SHEET A1.4.1 (DETAILS 01 |
| | AND 02), SHEET A2.1 TO SHEET A2.4 |
| | (EXTERIOR ELEVATIONS), SHEET A3.2 |
| | (SECTIONS 01 AND 04), SHEET A3.2.1 |
| | (DETAIL 01) AND SHEET A4.5 (DETAILS 01 |
| | 02, 03, 06 AND 07) ALL REFER TO APPLIED |
| | FOAM MOLDINGS.ARCHITECTURAL TRIM |
| | 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. |
| | |
| | 27) FBC 1606.1.3SHEET S2.3, TRUSS |
| | BEARING DETAIL.ADD A TRUSS ANCHOR |
| | SCHEDULE/DETAIL, OR ADD NOTES STATING |
| | THE CALCULATED TRUSS UPLIFTS AND THAT |
| | THE METAL TRUSS MANUFACTURER WILL HAVE A |
| | FLORIDA REGISTERED ENGINEER SPECIFY/ |
| | DESIGN ANCHORS FOR FOR THOSE UPLIFTS. |
| | |
| | 28) FBC 1606.1.4HURRICANE MISSILE |
| | IMPACT PROTECTION.ANNOTATE THE PLANS/ |
| | SCHEDULES TO STATE THE PROPOSED MEANS OF |
| | HURRICANE MISSILE IMPACT PROTECTION. |
| | |
| | 29) SUBMIT PRODUCT APPROVALS FOR THE |
| | SKYLIGHTS, WINDOWS, MULLIONS, EXTERIOR |
| | DOORS, ROOF TILE AND BUILT-UP ROOFING |
| | SYSTEM.NOTE: FL. ADMIN CODE RULE 9B-72 |
| | (IN EFFECT SINCE OCT' 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 |
| | |
| | 30) 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 |
| | |
| | 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 |
| | E-MAIL: [email protected] |
