| Date |
Text |
| 2007-02-02 17:01:53 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07010472 |
| | ADD: 5205 GREENWOOD AVE |
| | CONT: HEDRICK BROTHERS |
| | TEL: (561)689-8880 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1)--- VERY IMPORTANT STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 2 ) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF |
| | THE COURT. |
| | NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLY |
| | COMMENCED WITHIN 90 DAYS AFTER THE RECORDING THEREOF, |
| | SUCH NOTICE IS |
| | NULL & VOID. NOTE: 713.13(6)THE POSTING OF THE NOTICE |
| | OF COMMENCEMENT |
| | AT THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 3) SHEET SB-101 THE PLANS DO NOT INDICATE THE USE OF |
| | TERMITE TREATMENT FOR THE NEW CONCRETE SLAB. 1816.1.1 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE |
| | THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL |
| | EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. |
| | |
| | 1816.1.2 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL |
| | SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL |
| | TREATMENT, INCLUDING SPACES BOXED OR FORMED. |
| | |
| | 1816.1.3 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR |
| | FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING |
| | TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY |
| | USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF |
| | SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL |
| | DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. |
| | |
| | 1816.1.4 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED |
| | WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT |
| | AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE |
| | VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY |
| | WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE |
| | AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS |
| | POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID |
| | PENETRATING OR DISTURBING TREATED SOIL. |
| | |
| | 1816.1.5 |
| | IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE |
| | PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED |
| | ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE |
| | REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO |
| | ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. |
| | |
| | 4)SHEET SS-002 LOADS AND DESIGN CRITERIA NOTE D) TO |
| | PROVIDE GEOTECHNICAL REPORT. FBC 1802.2.1 |
| | QUESTIONABLE SOILS, |
| | 1802.2.1 QUESTIONABLE SOIL. |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| | BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| | |
| | 5) SHEET SF-101: |
| | 5A) THIS SHEET INDICATES A DETAIL# 1/ SB502 THIS DETAIL |
| | IS OF A EXPANDED FOOTER THE WIDTH IS PROVIDED BUT NOT |
| | THE LENGTH. THE DEPTH AND NUMBER OF STEELBARS AND SIZE |
| | OF BARS IS PROVIDED IN THE DETAIL. PLEASE PROVIDE THE |
| | LENGTH. |
| | |
| | 6) SHEET SF-102: |
| | |
| | 6A) DETAIL# 1/SF-504 DOESN'T INDICATE IF THE EXISTING |
| | PARAPET WALL WILL BE CUT AWAY AT THIS NEW ROOF AREA OR |
| | WILL THIS AREA NEED DRAINAGE AND EMERGENCY OVERFLOWS, |
| | FOR BOTH SIDES OF THE BUILDING? ADITIONAL INFORMATION |
| | REQUIRED? |
| | |
| | 6B) DETAIL # 2 INDICATES A MONOLITHIC FOOTER GOING PAST |
| | THE STEEL FRAME WALL BY SEVERAL INCHES, HOW WILL THIS |
| | BE WATERPROOFED SO WATER WILL NOT OSMOSIS UNDER THE |
| | BOTTOM TRACK TO THE INTERIOR OF THE BUILDING? SHEET |
| | DETAIL 8 /AF-510 INDICATES THE USE OF A MEMBRANE |
| | FLASHING APPLIED TO THE 5/8" EXTERIOR DENSEGLASSGOLD |
| | SHEATHING. |
| | 1403.8 |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| | |
| | 6C) BOTH DETAILS 1& 2 BOTH INDICATE THE USE OF STEEL |
| | NETWORKS VERTICLIP SLS & SLB , HOW ARE THEY FASTENED TO |
| | THE EXISTING STEEL DECK, SINCE THEY ARE PART OF |
| | CREATING THE EXTERIOR ENVELOPE (MAIN |
| | WINDFORCE-RESISTING SYSTEM) DO THEY HAVE ANY PRODUCT |
| | EVALUATION REPORTS?IF REPORTS ARE AVAILABLE HAVE |
| | THEY TAKEN A 33% |
| | IN WINDLOADS? |
| | |
| | 6D) THIS SAME DETAIL IT WOULD APPEAR THAT THERE IS A |
| | GAP BETWEEN THE EXISTING FLOOR SLAB AND THE NEWLY |
| | CREATED CURTAIN WALL SYSTEM, WHAT WILL BE USED TO STOP |
| | THE VOID IN THE WALL AT THE SLAB LEVEL, FIRE PROOFING |
| | MATERIALS? SHEET AF-302 INDICATES UL FIRE STOP SYSTEM? |
| | 711.3 FIRE-RESISTANCE RATING. |
| | THE FIRE-RESISTANCE RATING OF FLOOR AND ROOF ASSEMBLIES |
| | SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING |
| | TYPE OF CONSTRUCTION. WHERE THE FLOOR ASSEMBLY |
| | SEPARATES MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A |
| | FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED |
| | BY SECTION 302.3.2 BASED ON THE OCCUPANCIES BEING |
| | SEPARATED. WHERE THE FLOOR ASSEMBLY SEPARATES A SINGLE |
| | OCCUPANCY INTO DIFFERENT FIRE AREAS, THE ASSEMBLY SHALL |
| | HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN THAT |
| | REQUIRED BY SECTION 706.3.7 . FLOOR ASSEMBLIES |
| | SEPARATING DWELLING UNITS IN THE SAME BUILDING OR |
| | SLEEPING UNITS IN OCCUPANCIES IN GROUP R-1, HOTEL |
| | OCCUPANCIES, R-2 AND I-1 SHALL BE A MINIMUM OF 1-HOUR |
| | FIRE-RESISTANCE-RATED CONSTRUCTION. |
| | |
| | 6E) DETAIL # 1/ SF-505INDICATES AN EXISTING W16X26 |
| | AND A NEW BEAM W14X26. THE DETAIL INDICATES THE W14X26 |
| | WITH CONNECTION PLATES THAT ARE BOLTEDONTO THE W14X26, |
| | BOLT SIZE IS NOT PROVIDED, ALSO THE CONNECTION PLATE |
| | SIZE OR TYPE OF CONFIGURATION ISN'T PROVIDED NOR THE |
| | CONNECTION TO BEAM W16X26? |
| | 106.1.2. ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 6E) AT THE END OF THE SAME CANOPY THERE IS A SECTION |
| | THROUGH THE NEW W14X26 BUT NO DETAIL OF HOW THIS WILL |
| | BE ASSEMBLED? |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 7) SHEET AF-302 |
| | |
| | 7A)SHEET AF-302 DETAILS 1& 2 BOTH INDICATE EXTERIOR |
| | MOLDING OR TRIM ON THE EXTERIOR OF THE BUILDING, WHAT |
| | TYPE OF TRIMWILL BE USED AND HOW WILL IT BE |
| | ATTACHED? |
| | |
| | 106.1.2 ADDITIONAL INFROMATIOIN |
| | |
| | 7B) SHEET AF-302 BOTH DETAILS INDICATE SECTION 1/ |
| | AF-510 A 2 1/2" STRUCTURAL METAL STUD GAUGE OF |
| | STREUCTURAL STUD IS NOT PROVIDED. SHEET SF-504 DOESN'T |
| | INDICATE GAUGE OF 2 1/2 STRUCTURAL STUD OR HOW IT WILL |
| | BE TIED BACK TO THE 6" / 20 GAUGE METAL STUD WALL? |
| | |
| | 8) SHEET AF-303 DETAIL# 4 INDICATES THE USE OF STANDING |
| | SEAM METAL ROOF SYSTEM, DETAIL# 8 OF SF-501 INDICATES A |
| | SSTRUCTURAL DECK OF1 1/2" B METAL DECK, |
| | PLEASE PROVIDE COMPLIANCE WITH 1507.4.2. THIS ROOF HAS |
| | LESS THAN A 2:12 SLOPE. |
| | 1507.4.2 DECK SLOPE. |
| | THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL |
| | ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE). THE |
| | MINIMUM SLOPE FOR LAPPED, NONSOLDERED SEAM METAL ROOFS |
| | WITH APPLIED LAP SEALANT SHALL BE ONE-HALF VERTICAL |
| | UNIT IN 12 UNITS HORIZONTAL (4-PERCENT SLOPE). THE |
| | MINIMUM SLOPE FOR STANDING SEAM OF ROOF SYSTEMS SHALL |
| | BE ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL |
| | (2-PERCENT SLOPE). |
| | |
| | 9A)1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 9B)PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT WWW. |
| | FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 9C)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 9D)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | WINDOWS: |
| | FIXED WINDOWS STORE FRONT |
| | CURTAINWALL |
| | DOORS: |
| | GLAZED DOORS |
| | HOLLOW METAL FRAME DOORS |
| | TRANSOMS |
| | SIDELIGHTS |
| | MULLIONS |
| | VERTICAL |
| | HORIZONTAL |
| | LOUVERS WALL |
| | EFIS SYSTEMS |
| | ROOFING ASSEMBLIES |
| | UNDERLAYMENTS |
| | ROOFING INSULATION |
| | STANDING SEAM METAL ROOFING |
| | ROOF HATCHES IF NEW OR REPLACED |
| | |
| | 9E ) THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | |
| | __X__ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | _X_ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE ___ . |
| | |
| | _NOT KNOWN__ THE SYSTEM PROVIDED STATES |
| | LIMITATION# 7, SHOULD THE FASTENER |
| | RESISTANCE BE LESS THAN THAT |
| | REQUIRED, AS DETERMINED BY THE |
| | BUILDING OFFICIAL, A REVISED |
| | FASTENER SPACING, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | _NOT KNOWN__THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 10) PLEASE PROVIDE THE APPROPRIATE INFORMATION FOR |
| | EITHER OF THE FOLLOWING: |
| | 13-400.2A.2 SHELL BUILDING |
| | 14-400.0..C.4 RENOVATED BUILDINGS |
| | 13-400.0 COMPLIANCE CRITERIA |
| | |
| | 11)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
