| 2002-09-26 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | 1) THE PLANS AND PERMIT APPLICATION FORM |
| | SHALL BE AMENDED TO SHOW THE CORRECT |
| | STREET ADDRESS.BOTH THE CITY'S G.I.S. |
| | AND THE COUNTY PROPERTY APPRAISER |
| | LISTINGS SHOW THAT THE ADDRESS |
| | 638 7TH ST DOES NOT EXIST, SHOULD THIS |
| | BE 628 7TH ST? |
| | |
| | 2) FBC 3401.7.2 INFORMATIVE |
| | ACCORDING TO THE SUBMITTED PLAN SHEET, |
| | THE ONLY CONSTRUCTION REFERRED TO AS |
| | EXISTING IS THE PERIMETER PILINGS AND |
| | PERIMETER BEAMS (SEE DETAIL D, NOTES 7 |
| | AND 8).REFER ALSO TO COMMENT NO. 1 |
| | FROM THE PREVIOUS PLAN REVIEW DATED |
| | 9/4/02.WITH DUE CONSIDERATION OF |
| | FBC 3401.7.2 AND FBC* F102.1, THE |
| | BUILDING OFFICIAL HAS AGREED TO PERMIT |
| | THIS EXTENSIVE REPAIR TO AN EXISTING |
| | TYPE VI BUILDING, IN THE FIRE DISTRICT, |
| | IN ORDER TO ENABLE COMPLIANCE WITH THE |
| | REQUIREMENTS OF THE HISTORICAL |
| | PRESERVATION DIVISION.HOWEVER, AS THE |
| | ALTERATIONS WILL AMOUNT TO MORE THAN 50% |
| | OF THE VALUE OF THE EXISTING BUILDING, |
| | IT MUST BE MADE TO CONFORM TO ALL OTHER |
| | REQUIREMENTS FOR A NEW TYPE VI BUILDING |
| | (REF. FBC 3401.7.2.6) AS PER THE |
| | COMMENTS BELOW. |
| | |
| | 3) FBC 608HORIZONTAL SEPARATION. AMEND |
| | THE PLANS TO SHOW THE DIMENSION BETWEEN |
| | EACH EXTERIOR WALL AND THE RELEVANT |
| | PROPERTY LINE. |
| | |
| | 4) FBC 1005.4.1EACH BEDROOM SHALL HAVE |
| | ALTERANATIVE EGRESS, WHICH MAY BE IN THE |
| | FORM OF EGRESS WINDOWS WITH A MIN. CLEAR |
| | OPENING OF 24" HIGH X 20" WIDE. |
| | |
| | 5) FBC 1707.4.2.1PROVIDE PRODUCT |
| | APPROVALS FOR THE WINDOWS AND EXTERNAL |
| | DOORS. |
| | |
| | 6) FBC 2405.2THE BATHROOM WINDOW |
| | GLAZING 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).SUBMIT DETAILS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 7) FBC 13-103.0ENERGY CODE COMPLIANCE |
| | SHALL BE DEMONSTRATED BY SUBMITTAL OF |
| | APPROPRIATE CODE COMPLIANCE FORMS |
| | |
| | 8) FBC 104.2.1.2SPECIFY THE SIZE AND |
| | THE MATERIAL FOR THE PORCH ROOF SUPPORT |
| | POSTS. |
| | |
| | 9) FBC 2309.6ATTIC ACCESS OPENING. |
| | AMEND THE PLANS TO SHOW AN INTERIOR |
| | ATTIC ACCESS OPENING NOT LESS THAN |
| | 20"X30". |
| | |
| | 10) FBC 1606.1.7THE PLANS SHALL STATE |
| | THE BUILDING CODE (FBC 2001), BASIC WIND |
| | SPEED (140 MPH), WIND IMPORTANCE FACTOR, |
| | EXPOSURE CATEGORY, INTERNAL PRESSURE |
| | COEFFICIENT, AND COMPONENT AND CLADDING |
| | PRESSURES USED FOR THE SPECIFICATION OR |
| | DESIGN OF THE ROOF TRUSSES AND ANCHORS |
| | FOR TRUSSES, WALL STUDS, HEADERS, JACK |
| | STUDS AND STUD TO BOTTOM PLATE |
| | |
| | 11) FBC* 1606.1.6DETAIL C, TYPICAL |
| | FRAME WALL SECTION REFERS TO TRUSSES |
| | DESIGNED FOR 110 MPH WIND SPEED.UNDER |
| | FBC 2001 THE WIND SPEED FOR THE CITY OF |
| | WEST PALM BEACH IS 140 MPH.AMEND PLANS |
| | |
| | 12) FBC 1606.3 SUBMIT A PRODUCT APPROVAL |
| | FOR THE PROPOSED FIBER GLASS SHINGLES. |
| | |
| | 13) FBC* TABLE 2306.1ROOF SHEATHING |
| | FASTENER SPACING.AMEND DETAIL C TO |
| | REDUCE THE FASTENER SPACING FOR ZONE 3 |
| | (I.E. WITHIN 5' OF GABLE ENDS) FROM 6" |
| | TO 4" O.C. AT EDGES. |
| | |
| | 14) FBC 2307.6.1NO FLOOR SHEATHING IS |
| | SPECIFIED ON DETAIL C.AMEND THE PLANS |
| | TO SHOW A MIN. 7/16 WOOD STUCTURAL PANEL |
| | FLOOR SHEATHING SPECIFICATION. |
| | |
| | 15) FBC 2307.1ANCHORAGE OF SILL PLATE |
| | TO FOUNDATION.DETAIL C DOES NOT SHOW A |
| | SILL PLATE APPLIED TO THE EXISTING |
| | PERIMETER CONCRETE CAP BEAM OR ANY MEANS |
| | OF ANCHORING THE SILL PLATE DOWN TO THE |
| | FOUNDATION SYSTEM.AMEND THE PLANS. |
| | |
| | 16) FBC 2313.1NO WALL SHEATHING IS |
| | SHOWN ON THE PLANS.SPECIFY SHEARWALL |
| | CONSTRUCTION SUFFICIENT TO TRANSMIT WIND |
| | LOADS TO THE FOUNDATION SYSTEM. |
| | |
| | 17) FBC 2313.2END WALLS.ANNOTATE THE |
| | PLANS TO SPECIFY SHEARWALL ANCHORS AT |
| | THE BASE OF THE SHEARWALL SEGMENTS. |
| | ALSO, DUE TO THE LACK OF EXTERIOR WALL |
| | SHEAR CAPACITY AT THE END WALLS, |
| | INTERIOR WALLS WILL BE REQUIRED TO ACT |
| | AS SHEARWALLS.SPECIFY WHICH INTERIOR |
| | WALLS WILL BE USED, AND THE SHEARWALL |
| | MATERIALS AND NAIL TYPE/SIZE/SPACING. |
| | |
| | 18) FBC 2313.4GABLE ENDWALL.THE |
| | GABLE ENDWALL STUDS SHALL BE |
| | STRUCTURALLY CONTINUOUS UPTO THE ROOF |
| | SHEATHING, AND FULL DEPTH ROOF BRACING |
| | SHALL BE PROVIDED AT 4 FT O.C. BETWEEN |
| | THE FIRST 3 TRUSSES.ALTERNATIVELY, THE |
| | CEILING SHALL BE REQUIRED TO ACT AS A |
| | DIAPHRAGM, AND DESIGNED ACCORDINGLY, TO |
| | PROVIDE LATERAL SUPPORT TO THE STUDS AND |
| | GABLE END TRUSS.PROVIDE DETAILS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 19) 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 |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
