Date |
Text |
2003-08-12 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) |
| |
| FOR CONSISTENCY, THE FOLLOWING COMMENTS |
| ARE NUMBERED AS PER THE BUILDING PLAN |
| REVIEW OF 5/2/03: |
| |
| 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) 61G15-23.002(2)FL. ADMIN. CODE |
| THE ENGINEERS LICENSE NUMBER SHALL BE |
| PRINTED ON EACH SHEET. |
| |
| 7) FBC 3401.7.1ADDITIONS TO EXISTING |
| BUILDINGS.AS THE AREA OF THE ADDITION |
| EXCEEDS 25% OF THE AREA OF THE EXISTING |
| BUILDING, THE EXISTING BUILDING AND THE |
| ADDITION SHALL BE MADE TO COMPLY WITH |
| ALL, EXCEPT STRUCTURAL, REQUIREMENTS OF |
| THE CODE FOR A BUILDING OF AREA EQUAL TO |
| THE COMBINED AREA.THIS REQUIREMENT |
| GIVES RISE TO COMMENTS 26 TO 31 BELOW. |
| |
| 10) SHEET R1, TRUSS CONNECTORS/ANCHORS. |
| THE STATED ANCHORS 'HCLH/HCRH', SHA-6' |
| AND 'HD 2X' ARE ALL HUGHES REFERENCES. |
| HUGHES ARE NO LONGER SUPPLIERS OF |
| ANCHORS.SPECIFY ALTERNATIVE ANCHORS. |
| ALSO, THE SPECIFIED UPLIFT AND FASTENERS |
| FOR THE 'HETA20' TRUSS ANCHOR DO NOT |
| CORRELATE TO THE UPLIFT AND FASTENERS IN |
| THE 2003 SIMPSON CATALOGUE.AMEND SHEET |
| R1.FINALLY, THE ROOF PLAN SHALL BE |
| AMENDED TO SHOW WHAT TYPE OF ANCHOR IS |
| TO BE USED IN EACH LOCATION. |
| |
| 12) FBC 11-4.1.2(1)EXTERIOR RAMPS TO |
| THE NEW HALL AND THE NEW PATIO HALL. |
| THIS COMMENT HAS NOT BEEN ADDRESSED. |
| AMEND THE PLANS TO SHOW THE SURFACE |
| MATERIAL (PAVERS, CONCRETE, ASPHALT, |
| GRASS, GRAVEL?) LEADING TO THE BASE OF |
| THE RAMPS AND TO SHOW CLEAR, LEVEL |
| ACCESS TO THE RAMPS FROM THE ACCESSIBLE |
| PARKING AND SIDEWALK. |
| |
| 14) PRODUCT APPROVAL DOCUMENTS: |
| -DRAWING SHEET #2 OF THE STEEL STORM |
| PANEL SHUTTER PRODUCT APPROVAL IS |
| MISSING.ALSO, DRAWING SHEET #1 IS A |
| POOR COPY AND IS NOT LEGIBLE.SUBMIT |
| LEGIBLE COPPIES OF DRAWING SHEETS 1 & 2 |
| SEE NOTE** BELOW. |
| -THE ALUMINUM SINGLE HUNG WINDOW |
| PRODUCT APPROVAL NOA# 02-0612.04 IS FOR |
| A SINGLE UNIT APPLICATION ONLY.SUBMIT |
| A PRODUCT APPROVAL FOR AN APPROPRIATE |
| STRUCTURAL MULLION FOR WINDOW TYPE B |
| (KITCHEN WINDOW).SEE NOTE** BELOW. |
| -THE 'GLADIATOR' O/S GLAZED STEEL |
| DOOR PRODUCT APPROVAL NOA# 99-1007.01 IS |
| MISSING SHEET 6 OF 7.SEE NOTE** BELOW. |
| -THE MODIFIED BITUMEN ROOF SYSTEM |
| PRODUCT APPROVAL NOA# 00-0331.08 SHALL |
| BE MARKED TO SHOW WHICH SYSTEM TYPE IS |
| TO BE USED. |
| **COPIES OF MIAMI-DADE PRODUCT APPROVALS |
| CAN BE PRINTED FROM THEIR WEBSITE, |
| WWW.MIAMIDADE.GOV/BUILDINGCODE/PC-SEARCH |
| _APP.ASP |
| |
| 26) FBC 13-103.1.1.1SUBMIT AN ENERGY |
| CODE COMPLIANCE FORM FOR THE WHOLE |
| BUILDING (SEE COMMENT 7 ABOVE).THE |
| FORM MUST BE SIGNED BY THE PREPARER, |
| BUILDING OWNER AND THE DESIGN |
| PROFESSIONALS RESPONSIBLE FOR THE |
| ARCHITECTURAL, MECHANICAL, PLUMBING, |
| ELECTRICAL AND LIGHTING SYSTEMS. |
| |
| 27) FBC 1007.3ANNOTATE THE PLANS TO |
| SHOW THAT THE EXISTING STAIR TREADS ARE |
| MIN. 11" AND RISERS ARE MAX. 7". |
| |
| 28) FBC 1007.4THE STAIR SHALL HAVE A |
| FULL LANDING BETWEEN THE TOP RISER AND |
| THE DOOR.THE DOOR AND ASSOCIATED WALL |
| SHALL BE REPOSITIONED.AMEND THE PLANS |
| TO SHOW THE PROPOSAL FOR COMPLIANCE. |
| |
| 29) 1007.5THE EXISTING STAIR HANDRAIL |
| SHALL BE MADE TO COMPLY WITH ALL OF THE |
| REQUIREMENTS OF FBC 1007.5, INCLUDING: |
| -HANDRAIL HEIGHT SHALL BE BETWEEN |
| 34" (36" TO ALSO COMPLY WITH FBC 1026.5) |
| AND 38" ABOVE THE LEADING EDGE OF THE |
| TREAD. |
| -HANDRAILS ARE REQUIRED ON BOTH |
| SIDES OF THE STAIR. |
| -HANDRAIL CROSS-SECTIONAL SHAPE AND |
| SIZE SHALL COMPLY. |
| -THE HANDRAILS SHALL EXTEND AT LEAST |
| 12" HORIZONTALLY BEYOND THE TOP RISER OF |
| THE FLIGHT AND SHALL CONTINUE TO SLOPE |
| PAST THE BOTTOM RISER FOR A DISTANCE |
| EQUAL TO ONE TREAD. |
| -THE HANDRAIL/GUARDING AND |
| ATTACHMENTS SHALL MEET THE STRENGTH |
| REQUIREMENTS OF FBC 1608.2.1.1 TO |
| FBC 1608.2.2.4 |
| |
| 30) FBC 1015.3THE EXISTING STAIR |
| GUARDING SHALL REJECT THE PASSAGE OF A |
| 4" SPHERE.ANNOTATE THE PLANS TO |
| DEMONSTRATE COMPLIANCE. |
| |
| 31) FBC 2405.2 THE GLAZING IN THE SHOWER |
| ENCLOSURES AND WINDOWS IN BATH# 4 & 6 |
| (IF THE BOTTOM EDGE OF THE GLASS IS NOT |
| GREATER THAN 60" ABOVE THE STANDING |
| SURFACE) IS IN A HAZARDOUS LOCATION AND |
| 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).AMEND THE PLANS TO |
| DEMONSTRATE COMPLIANCE. |
| |
| 32) FBC 1606.1.7THE PLANS DO NOT STATE |
| THE DESIGN WIND PRESSURE ON THE ROOF FOR |
| SELECTION OF AN APPROPRIATE ROOF SYSTEM. |
| ANNOTATE THE PLANS. |
| |
| 33) FBC 3502 THE NOTES ADDED TO SHEET A3 |
| SHALL BE AMENDED AS FOLLOWS: |
| -MASONRY WALL NOTE D REFERS TO |
| ASTM C 90-75 FOR CONCRETE BLOCKS.THE |
| STANDARD REFERENCED IN THE CODE IS |
| ASTM C 90-90 |
| -DESIGN DATA NOTE A REFERS TO |
| ACI 318-77 FOR STRUCTURAL CONCRETE.THE |
| STANDARD REFERENCED IN THE CODE IS |
| ACI 318-99 |
| -DESIGN DATA NOTE F REFERS TO |
| ASTM A 185-73 FOR WELDED WIRE FABRIC. |
| THE STANDARD REFERENCED IN THE CODE IS |
| ASTM A 185-92 |
| -PRE-ENGINEERED WOOD TRUSSES NOTE B |
| REFERS TO PALM BEACH COUNTY. THIS SHOULD |
| BE CITY OF WEST PALM BEACH. |
| -WOOD FRAMING NOTE D REFERS TO |
| STANDARD BUILDING CODE.THIS SHOULD BE |
| FLORIDA BUILDING CODE |
| |
| 34) 713.13(2) FL. STATUTES.THE |
| DESCRIBED WORKS DID NOT COMMENCE WITHIN |
| 90 DAYS OF RECORDING THE NOTICE OF |
| COMMENCEMENT SO THE NOTICE IS VOID AND |
| OF NO FURTHER EFFECT.IT SHALL BE RE- |
| RECORDED AT PALM BEACH COUNTY COURTHOUSE |
| AND A COPY SUBMITTED TO THIS OFFICE |
| BEFORE A PERMIT CAN BE ISSUED. |
| |
| 35)HISTORIC PRESERVATION DIVISION |
| STAMPED THE PLANS AS 'APPROVED' ON |
| 10/28/02.THE PLANS HAVE BEEN THROUGH |
| A NUMBER OF REVISIONS SINCE THEN.WHEN |
| THE REVISED PLANS HAVE BEEN PASSED BY |
| THE CONSTRUCTION SERVICES DEPARTMENT |
| THEY SHOULD BE TAKEN, TOGETHER WITH THE |
| STAMPED 'OLD' PLANS, FOR REVIEW AND |
| RE-STAMPING BY HISTORIC PRESERVATION |
| DIVISION. |
| |
| 36) 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] |