| Date |
Text |
| 2003-08-19 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) INFORMATIVE: |
| | 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) INFORMATIVE: |
| | 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* 104.1.1A SEPARATE PERMIT |
| | APPLICATION WILL BE REQUIRED FOR THE |
| | AWNINGS. |
| | |
| | 4) TITLE SHEET, GENERAL NOTE 4 REFERS TO |
| | SOUTH FLORIDA BUILDING CODE.THE |
| | APPLICABLE CODE IS FLORIDA BUILDING |
| | CODE.AMEND THE NOTE. |
| | |
| | 5) FBC 11-4.6.3PARKING ACCESS AISLE. |
| | SHEETS SP-B, C1, C2, C3, SG1, L1 AND L2 |
| | ALL SHOW THE EAST ACCESSIBLE PARKING |
| | SPACE WITHOUT THE REQUIRED PARKING |
| | ACCESS AISLE.AMEND THE PLANS TO SHOW A |
| | 5' MIN. ACCESS AISLE ADJACENT TO THE |
| | PARKING SPACE. |
| | |
| | 6) FBC 1511.7SHEET A-3ROOF PLAN AND |
| | DETAILS.ROOF MOUNTED MECHANICAL UNITS |
| | SHALL BE MOUNTED ON CURBS 8" MIN. ABOVE |
| | THE ROOF SURFACE OR, WHERE THE ROOFING |
| | EXTENDS BENEATH THE UNIT, ON RAISED |
| | EQUIPMENT SUPPORTS PROVIDING A MINIMUM |
| | HEIGHT CLEARANCE IN ACCORDANCE WITH |
| | TABLE 1511.7 |
| | |
| | 7) FBC 1606.1.1TITLE SHEET, GENERAL |
| | NOTE 5 AND SHEETS S-2 & S-3 STATE A |
| | BASIC WIND SPEED OF 130 MPH.THE CITY |
| | OF WEST PALM BEACH IS WITHIN THE 140 MPH |
| | REGION.AMEND THE WIND SPEED AND |
| | RECALCULATE THE DESIGN PRESSURES ON |
| | SHEETS S-2 AND A-2 ACCORDINGLY. |
| | |
| | 8) FBC 1606.1.7WIND LOAD.IN ADDITION |
| | TO THE WIND SPEED AND EXPOSURE CATEGORY, |
| | THE PLANS SHALL STATE THE IMPORTANCE |
| | FACTOR, INTERNAL PRESSURE COEFFICIENT, |
| | AND EXTERIOR COMPONENT AND CLADDING |
| | DESIGN WIND PRESSURES.ANNOTATE THE |
| | PLANS. |
| | |
| | 9) FBC 1606.1.1SHEET A-2. THE WEST AND |
| | NORTH ELEVATIONS, SHOWING THE WALK-IN |
| | COOLER, MAKE REFERENCE TO ASCE 7-88 AND |
| | 110 MPH (FASTEST MILE?) WIND SPEED.THE |
| | CURRENT REFERENCE IS ASCE 7-98 AND THE |
| | CORRECT WIND SPEED (3 SEC. GUST) IS |
| | 140 MPH.AMEND THE PLAN.ALSO, THE |
| | STATED MIAMI-DADE PRODUCT APPROVAL |
| | NOA# 99-0426.05 EXPIRED ON 8/22/02.IT |
| | IS NOTED THAT THE SUBMITTED PRODUCT |
| | APPPROVAL NOA# 02-0625.04 RENEWS THE |
| | EXPIRED ONE. |
| | |
| | 10) FBC 1606.2.4SHEET S-2, ROOF |
| | FRAMING PLAN.THE UPLIFT CAPACITY OF |
| | TRUSS ANCHOR MARK 1, FROM THE TRUSS TIE- |
| | DOWN SCHEDULE, IS STATED AS 1410 LBS. |
| | NUMEROUS LOCATIONS ON THE ROOF FRAMING |
| | PLAN CALL UP TRUSS ANCHOR MARK 1 |
| | EVENTHOUGH THE CALCULATED UPLIFT FOR |
| | THOSE LOCATIONS EXCEEDS 1410 LBS (VARIES |
| | UPTO 1644 LBS). |
| | |
| | 11) FBC 1606.2.4SHEET S-2.THE TRUSS |
| | TIE-DOWN SCHEDULE STATES THAT ANCHOR |
| | MARK 3 (USP TAPL16) WILL BE CONNECTED TO |
| | THE TRUSS USING (11) 10DX1-1/2" NAILS |
| | WHICH IS LESS THAN THE (13) 10D NAILS |
| | REQUIRED BY THE 2003 USP CATALOGUE TO |
| | GIVE THE STATED CAPACITY.AMEND THE |
| | SCHEDULE. |
| | |
| | 12) FBC 1606.2.4SHEET S-2, TRUSS TIE- |
| | DOWN SCHEDULE.IT IS NOTED THAT THE |
| | STATED 1410 LBS UPLIFT CAPACITY FOR |
| | ANCHOR MARK 1 (USP DTC) IS TAKEN FROM |
| | MIAMI-DADE PCNA# 01.0724.06.THE STATED |
| | UPLIFT CAPACITY EXCEEDS THE CAPACITY |
| | GIVEN IN THE 2003 (AND PREVIOUS) USP |
| | CATALOGUE. |
| | |
| | 13) 'HUGHES' CONNECTORS.DETAILS 2/S-2, |
| | 5/S-3, 6/S-3 AND 7/S-3 ALL SPECIFY |
| | ANCHORS BY 'HUGHES' WHO NO LONGER SUPPLY |
| | ANCHORS.AMEND THE DETAILS. |
| | |
| | 14) INFORMATIVE: |
| | SHEET A-4, SECTION A REFERS TO 'BROWARD |
| | COUNTY APPROVED STORM SHUTTER'.THE |
| | SHUTTERS SHALL HAVE MIAMI-DADE PRODUCT |
| | APPROVAL, ICC-ES (SBCCI) EVALUATION |
| | REPORT OR SITE-SPECIFIC ENGINEERING. |
| | SEE COMMENT 15 BELOW. |
| | |
| | 15) THE GALVANIZED STEEL STORM PANEL |
| | PRODUCT APPROVAL NOA# 00-0726.06 EXPIRES |
| | 8/22/03. AS EXPIRATION WILL OCCUR BEFORE |
| | A PERMIT APPLICATION IS LODGED, AN |
| | ALTERNATIVE PRODUCT APPROVAL WILL BE |
| | REQUIRED. |
| | |
| | 16) FBC 1707.4.2SHEET A-2, SOUTH ELEV. |
| | DRAWING SHEET 1 OF THE SUBMITTED ALUM. |
| | SLIDING PASS THROUGH WINDOW PRODUCT |
| | APPROVAL NOA# 02.0806.02 STATES DESIGN |
| | PRESSURE RATINGS OF +43.3 AND -46.0 |
| | WHICH ARE LESS THAN THE DESIGN WIND |
| | PRESSURES STATED ON THE ELEVATION. |
| | SUBMIT AN ALTERNATIVE PRODUCT APPROVAL. |
| | |
| | 17) FBC 1707.4.2DRAWING SHEET 5 OF THE |
| | SUBMITTED OUTSWING ALUMINUM DOOR PRODUCT |
| | APPROVAL NOA# 01-0226.05 IS A POOR COPY |
| | AND CANNOT BE READ.SUBMIT TWO LEGIBLE |
| | COPIES. |
| | |
| | 18) FBC 1606.3DRAWING SHEETS 5 AND 6 |
| | OF THE SUBMITTED SINGLE PLY PVC ROOF |
| | SYSTEM PRODUCT APPROVAL NOA# 02-0710.04 |
| | REFER TO 'GENERAL LIMITATION #7' FOR |
| | ENHANCED UPLIFT PRESSURE (IN EXCESS OF |
| | -45 PSF) REQUIREMENTS.THIS WILL APPLY |
| | TO THE EDGE AND CORNER ZONE PRESSURES |
| | (ZONES 2 & 3).THE PLANS, OR ANNOTATION |
| | ON THE THE PRODUCT APPROVAL, SHALL SHOW |
| | THE RELEVANT MAXIMUM COMPONENT AND |
| | CLADDING PRESSURE FOR THE ROOF COVERING |
| | AND STATE THE ENHANCED FASTENER AND TAB |
| | SPACING TO RESIST THAT PRESSURE IN |
| | ACCORDANCE WITH ROOFING APPLICATION |
| | STANDARD RAS117. |
| | |
| | 19) SHEET SP-2, SPECIFICATION DIVISION 3 |
| | CONCRETE, 'SLAB AND FOOTINGS' REFERS TO |
| | 3000 PSF REINFORCED CONCRETE, AND |
| | 'SIDEWALKS AND RAMPS' REFERS TO 3500 PSF |
| | AIR ENTRAINED CONCRETE. SHOULD THE 'PSF' |
| | READ 'PSI'? |
| | |
| | 20) FBC 3502SHEET SP-3, SPECIFICATION |
| | DIVISION 9 - FINISHES, A: GENERAL, |
| | ITEM 3 (QUALITY ASSURANCE) AND |
| | B: PRODUCTS, ITEM 1 (MATERIALS) 'G' BOTH |
| | REFER TO ASTM C 1063-86. THE CODE REFERS |
| | TO ASTM C 1063-99. |
| | |
| | 21) 61G15-23.002 FL ADMINISTRATIVE CODE |
| | PLANS SIGNED AND SEALED BY AN ENGINEER |
| | SHALL HAVE EITHER THE NAME, ADDRESS AND |
| | LICENSE NUMBER OF THE ENGINEER, OR THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER OF |
| | THE ENGINEERING BUSINESS, PRINTED ON |
| | EACH SHEET. |
| | |
| | 22) 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] |
