| Date |
Text |
| 2007-06-14 12:47:55 | 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) COMPLIED. |
| | |
| | 4) 2ND REQUEST SHEET SS-002 LOADS AND DESIGN CRITERIA |
| | NOTE (D) TO PROVIDE GEOTECHNICAL REPORTS.THE REPORTS |
| | SUBMITTED ARE COPIES NOT THE ORIGINAL SIGNED AND SEALED |
| | REPORTS. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. FL STATE |
| | STAT: 61G15-23.002 ENGINEERS. |
| | 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 . |
| | |
| | 5-6A) COMPLIED. |
| | |
| | 6B) 2ND REQUEST,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). |
| | |
| | WITH THIS TYPE OF CONSTRUCTION OR ALTRATION TO THE |
| | EXISTING BUILDING UNDER THE EXISTING CBS WITH STUCCO |
| | DIRECTLY APPLIED TO THE BLOCK, THE CODE WAS NOT |
| | CONCERNED WITH A 6" INSPECTION ZONE FOR TERMITES.WHEN |
| | APPLYING THE VENEER TO THE EXTERTIORTHIS CHANGES THE |
| | LEVEL OR GRADE ON THE EXTERIOR OF THE BUILDING. SHEET |
| | SB-502 DETAIL# 1 INDICATES THE FOOTING AND SLAB TOTAL |
| | 12" IN THE VERTICAL DIMENSION. WITH THE 6" INSPECTION |
| | PANEL AND THE 12" MINIMUM REQUIREMENT FOR FOUNDATIONS |
| | THE MINIMUM VERTICAL HEIGHT OF THE FOUNDATION IS 18", |
| | PLEASE UPDATE THEA & S SHEETS. |
| | |
| | 6C) 2ND REQUEST, 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 1.33% IN WINDLOADS? PLEASE SEE ICC |
| | REPORT ERS 1903 FOR SL, SLB, SLS & SLT EXTERIOR CURTAIN |
| | WALL SYSTEM. PROVIDE PRODUCT APPROVALS. |
| | |
| | 6D) 2ND REQUEST, 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 INDICATE & PROVIDE |
| | DOCUMENTATION OFUL FIRE STOP SYSTEM? 717.2.3 |
| | CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES. |
| | FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS |
| | BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION |
| | SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN |
| | ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN |
| | CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR |
| | AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR |
| | LOCATIONS. |
| | 717.2.1 FIREBLOCKING MATERIALS. |
| | FIREBLOCKING SHALL CONSIST OF 2-INCH (51 MM) NOMINAL |
| | LUMBER OR TWO THICKNESSES OF 1-INCH (25 MM) NOMINAL |
| | LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF |
| | 0.719-INCH (18.3 MM) WOOD STRUCTURAL PANEL WITH JOINTS |
| | BACKED BY 0.719-INCH (18.3 MM) WOOD STRUCTURAL PANEL OR |
| | ONE THICKNESS OF 0.75-INCH (19 MM) PARTICLEBOARD WITH |
| | JOINTS BACKED BY 0.75-INCH (19 MM) PARTICLEBOARD. |
| | GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF |
| | MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS |
| | INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED |
| | IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK. |
| | BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER |
| | APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR |
| | COMPLIANCE WITH THE 10-FOOT (3048 MM) HORIZONTAL |
| | FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS |
| | OF STUDS OR STAGGERED STUDS. LOOSE-FILL INSULATION |
| | MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS |
| | SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR |
| | USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND |
| | TO RETARD THE SPREAD OF FIRE AND HOT GASES. THE |
| | INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. |
| | 717.2.1.1 DOUBLE STUD WALLS. BATTS OR BLANKETS OF |
| | MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID |
| | MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN WALLS |
| | CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED |
| | STUDS. |
| | |
| | 6E) PROVISO: STEEL SHOP DRAWINGS TO BE REVIEWED BY |
| | DESIGN PROFESSIONALBEFORE SUBMITTAL TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 6F) COMPLIED. |
| | |
| | 7) SHEET AF-302 |
| | 7A)(1) THE QUESTION ASKED WAS WHAT TYPE OF MATERIAL WAS |
| | TO BE USED FOR THE EXTERIOR TRIM ON THE BUILDING. |
| | RESPONSE COMMENTS ARE THIS IS TO BE A DRYVIT INFINITY |
| | SYSTEM. SUBMITTED WASA |
| | FLORIDA COVERSHEET 2030- R1, WHEN YOU LOOK INTO THE |
| | REPORT THE BACK UP INFORMATION IS SUPPOSE TO BE A |
| | MIAMI-DADE REPORT NOA 01-0614.14 SUCH REPORT WAS NOT |
| | SUBMITTED. |
| | 7A)(2) THERE ARE TWO ISSUE WITH THE USE OF EFIS WALL |
| | SYSTEMS AND THE USE OF EFIS TO BE USED AS TRIM. |
| | EFIS WALL SYSTEMS:2603.3 |
| | SURFACE-BURNING CHARACTERISTICS. |
| | UNLESS OTHERWISE INDICATED IN THIS SECTION, |
| | FOAM PLASTIC INSULATION AND FOAM PLASTIC CORES OF |
| | MANUFACTURED ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX |
| | OF NOT MORE THAN 75 AND A |
| | SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 |
| | WHERE TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE |
| | IN ACCORDANCE WITH ASTM E 84. LOOSE FILL-TYPE FOAM |
| | PLASTIC INSULATION SHALL |
| | BE TESTED AS BOARD STOCK FOR THE FLAME SPREAD |
| | INDEX AND SMOKE-DEVELOPED INDEX. |
| | EFIS EXTERIOR TRIM:2603.5.4 FLAME |
| | SPREAD AND SMOKE-DEVELOPED INDEXES. FOAM PLASTIC |
| | INSULATION, EXTERIOR COATINGS AND FACINGS SHALL BE |
| | TESTED SEPARATELY IN THE THICKNESS |
| | INTENDED FOR USE, BUT NOT TO EXCEED 4 INCHES |
| | (102 MM), AND SHALL EACH HAVE A FLAME SPREAD INDEX OF |
| | 25 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450 OR LESS |
| | AS DETERMINED IN |
| | ACCORDANCE WITH ASTM E 84. |
| | 2603.5 EXTERIOR WALLS OF BUILDINGS |
| | OF ANY HEIGHT. |
| | EXTERIOR WALLS OF BUILDINGS OF TYPE I, II, III |
| | OR IV CONSTRUCTION OF ANY HEIGHT SHALL COMPLY WITH |
| | SECTIONS 2603.5.1 THROUGH 2603.5.7 . EXTERIOR WALLS OF |
| | COLD STORAGE BUILDINGS REQUIRED TO |
| | BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS, |
| | WHERE THE BUILDING IS MORE THAN ONE STORY IN HEIGHT, |
| | SHALL ALSO COMPLY WITH THE PROVISIONS OF SECTIONS |
| | 2603.5.1 THROUGH 2603.5.7 . |
| | EXTERIOR WALLS OF BUILDINGS OF TYPE V |
| | CONSTRUCTION SHALL COMPLY WITH SECTIONS 2603.2 , 2603.3 |
| | AND 2603.4 . |
| | |
| | 7B) COMPLIED. |
| | |
| | 8) COMPLIED. |
| | |
| | 9A) PARTIALLY COMPLIED WE ARE STILL MISSING PRODUCT |
| | APPROVALS. ) 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 BEOPENINGS 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) PARTIALLY COMPLIED.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) PARTIALLY COMPLIED.) 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 THRESHOLD OR RESIDENT |
| | INSPECTOR) OF PRODUCT TESTING REPORTS ,MISSING REPORTS |
| | ARE AS FOLLOWS: |
| | 1. WINDOWS |
| | A. FIXED -OK |
| | B) STOREFRONT - NOT SUBMITTED |
| | C) CIRCULAR FIXED FRAME- NOT SUBMITTED |
| | D) CURTAIN WALL |
| | 2) GLAZED DOORS |
| | A) KANEER IR-350 NOT SUBMITTED |
| | B) HOLLOW METAL DOOR- OK |
| | 3) TRANSOM NOT SUBMITTED |
| | 4) SIDELIGHTS- NOT SUBMITTED |
| | 5) MULLIONS |
| | 6) LOUVERS- STATED NONE IN BUILDING? |
| | 7) EFIS SYSTEMS WRONG BACK UP REPORT |
| | 8) ROOF ASSEMBLIES |
| | A) MAIN ROOF FIRESTONE ULTRAPLY - NO ENHANCED |
| | FASTENING REQUIRES ENGINEERS SEAL AND SIGNATURE |
| | B) ROOF TILE OK |
| | C) STANDING SEAM- OK |
| | D) UNDERLAYMENTS- OK |
| | E) ROOF INSULATION- OK |
| | F) ROOF HATCH EXISTING |
| | G) PRE-MANUFACTURED A/C STANDS NEW COMMENT |
| | |
| | 10) COMPLIED. |
| | |
| | 11) 2ND REQUEST,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] |
