| Date |
Text |
| 2007-08-18 14:46:33 | |
| | |
| | |
| | MC DONALD?S 9835 OKEECHOBEE BLVD |
| | 2ND REVIEW |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07030860 |
| | ADD: 9835 OKEECHOBEE BLVD |
| | CONT: GIL HYATT CONSTRUCTION |
| | TEL: (954)772-2066 |
| | ?THE CAPITAL CITY OF THE PALM BEACHES? |
| | |
| | |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | 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 NUMBER, WITH |
| | A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE |
| | FOUND WILL HELP TO EXPEDITE YOUR PERMIT. PLEASE REMOVE |
| | VOID SHEETS FROM PLAN AND LOOSELY LAY THEM ON TOP OF |
| | THE SET OF PLANS MARKED VOID. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | |
| | 2 ) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT. |
| | NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENTIS NOT ACTUALLYCOMMENCED 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)FBC 1802.2.1 QUESTIONABLE SOILS, WHERE THE |
| | SAFE-SUSTAINING POWER OF THE SOIL |
| | IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE ISCLAIMED, 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 . |
| | |
| | 4) BUILDING PROVISO:PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUCTION WITH BASE FLOOD |
| | ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". LOCATED IN A A-O) FLOOD ZONE. |
| | |
| | 5) COMPLIED. |
| | |
| | 6)COMPLIED. |
| | |
| | 7)BUILDING PROVISO: BILCO (ROOF HATCHES) IS CURRENTLY |
| | UNDER GOING TESTING WITH MIAMI-DADE AND REPORTS WILL BE |
| | OUT THE SECOND HALF OF 2007. THE CONTRACTOR WILL BE |
| | REQUIRED TO SUBMIT PRODUCT APPROVALS THAT HAVE |
| | ACCEPTANCE TO THIS OFFICE BEFORE A CERTIFICATE OF |
| | OCCUPANCY WILL BE ISSUED. IF AT TIME OF C.O. EITHER AN |
| | APPROVAL FROM A STATE LISTED AGENCY WILL BE REQUIRED OR |
| | THE CONTRACTOR SHALL APPLY FOR A LOCAL PRODUCT APPROVAL |
| | WITH THE CITY OF WEST PALM BEACH WITH THE SAME 10 |
| | CRITERIA AS THE STATE APPROVALS BEFORE A CERTIFICATE OF |
| | OCCUPANCY WILL BE ISSUED. STATE REQUIREMENTS FOR |
| | STRUCTURAL COMPONENTS AS PER RULE |
| | 9B-72.010(28), FLORIDA ADMINISTRATIVE CODE AND IS |
| | SUBJECT TO THE REQUIREMENTS FOR PRODUCT APPROVAL.. |
| | |
| | 8) COMPLIED. |
| | |
| | 9) 2ND REQUEST, SHEET A5.0- A5.3 ALL SHOW VARIOUS |
| | DETAILS INDICATING AN ASSEMBLY TYPE 1 OR 2.SOME OF |
| | THESE WALLS ARE BUILT OUT BUT THE FOUNDATIONS ARE NOT |
| | NOR IS THERE AN INSPECTION AREA LEFT OPEN. |
| | 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). EXCEPTIONS: |
| | 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| | THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| | INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| | RAMPS ONLY. |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| | AND GARAGE SLABS AND ENTRY AREAS. |
| | 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES |
| | , THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR |
| | FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| | 5.MASONRY VENEERS. |
| | |
| | DETAIL 2 SHEET A5.3 DOESN?T SHOW A SIDEWALK IN PLACE, |
| | PLEASE PROVIDE THE DETAIL OF A SIDEWALK AND THE 6? |
| | SPACE FOR TERMITE INSPECTIONS. |
| | |
| | 10) COMPLIED WITH PREVIOUS COMMENT. SHEET A5.0 WALL |
| | SYSTEM 2 INDICATES THE USE OF EXTERIOR PLYWOOD,PLEASE |
| | REMEMBER THE 6? AIR SPACE REQUIRED FOR THE TERMITE |
| | INSPECTION, AND THE REQUIREMENT FOR PRESSURE TREATED |
| | SHEATHING WITHIN 6? OF GRADE.2304.11.2.5 CLEARANCE |
| | BETWEEN WOOD SIDING AND EARTH ON THE EXTERIOR OF A |
| | BUILDING SHALL NOT BE LESS THAN 6 INCHES (152 MM) |
| | EXCEPT WHERE SIDING, SHEATHING AND WALL FRAMING ARE OF |
| | NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. |
| | |
| | 11) COMPLIED. |
| | |
| | 12)2ND REQUEST, RESPONSE COMMENCE INDICATE THERE WERE |
| | PRODUCT APPROVALS SUBMITTED FOR REFRIGERATORS AND |
| | FREEZERS, COULD NOT LOCATE? |
| | A4.1 PLANS INDICATE THERE SHALL BE INSTALLED A WALK IN |
| | COOLER AND FREEZER, NO INFORMATION WAS |
| | SUBMITTED.2603.4.1.3 WALK-IN COOLERS. |
| | IN NON-SPRINKLED BUILDINGS, FOAM PLASTIC HAVING A |
| | THICKNESS THAT DOES NOT EXCEED 4 INCHES (102 MM) AND A |
| | MAXIMUM FLAME SPREAD INDEX OF 75 IS PERMITTED IN |
| | WALK-IN COOLERS OR FREEZER UNITS WHERE THE AGGREGATE |
| | FLOOR AREA DOES NOT EXCEED 400 SQUARE FEET (37 M 2 ) |
| | AND THE FOAM PLASTIC IS COVERED BY A METAL FACING NOT |
| | LESS THAN 0.032-INCH-THICK (0.81 MM) ALUMINUM OR |
| | CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL |
| | THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO |
| | 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A |
| | THERMAL BARRIER. |
| | |
| | 13-14) COMPLIED. |
| | |
| | 15A) THE PRODUCT APPROVALS SUBMITTED ARE UNDER THE 2001 |
| | FBC PLEASE PROVIDE THE APPROVALS THAT ARE CURRENTLY |
| | UNDER THE 2004 FBC. 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: |
| | A) OK-FIXED WINDOWS, STOREFRONT- PROVIDE SHUTTER |
| | REPORT MEETS COMPLIANCE |
| | B) OK-MULLIONS PROVIDED SHUTTER REPORTS MEETS |
| | COMPLIANCE |
| | C) OK- PASS THROUGH WINDOW |
| | D)OK-GLAZED DOORS PROVIDED SHUTTER REPORTS MEETS |
| | COMPLIANCE |
| | E)OK- HOLLOW CORE METAL DOORS |
| | F)BILCO ROOF HATCH SEE TECHNICAL ADVISORY FROM BCAB |
| | ? BUILDING PROVISO |
| | G) TRUSS ANCHORS DID NOT SEE REPORT |
| | H) STORM SHUTTERS WILL NEED ADDITIONAL INFORMATION |
| | LISTED BELOW |
| | I) ROOF ASSEMBLIES : FLAT ROOF ?OK |
| | ROOF TILE- SEE |
| | COMMENT# 20 |
| | UNDERLAYMENT FOR ROOF |
| | TILE- NOT SUBMITTED |
| | J) PRE-MANUFACTURED A/C STANDS- NOT SUBMITTED SHEET |
| | M-2 BEVERAGE SYSTEMS CONDENSING |
| | UNIT |
| | K)OK- EFIS SYSTEMS WALL SYSTEMS, NOTHING FOR MOLDINGS |
| | |
| | 15B) THE CONTRACTOR HAS ELECTED TO USE NON-IMPACT |
| | GLAZING IN THE EXTERIOR DOORS AND WINDOWS.SHEET A4.1 |
| | AND 5.0 DO NOT INDICATE OR HAVE BACKING TO SUPPORT |
| | STORM PANELS |
| | THE CONTRACTOR ELECTED TO USE. NOTE THE PRODUCT |
| | APPROVAL TECHNICAL SHEETS (TYPES OF WALL) |
| | CONFIGURATIONS THAT STORM PANELS WERE TESTED TO UNDER |
| | THE LARGE MISSILE TESTING. BOTH THE PRODUCT APPROVAL |
| | AND WALL DETAILS WILL NEED TO BE CORRELATED, HIGHLIGHT |
| | THE PRODUCT APPROVAL WALL SECTIONS TO BE USED AND |
| | PROVIDE WALL DETAILS ON THE ARCHITECTURAL SHEETS THAT |
| | WILL REFLECT THESE SAME DETAILS. NOTE IF WOOD BACKING |
| | IS USED THE SHEETS 9-12 DEAL WITH WOOD TYPE BACKED |
| | STRUCTURES. A NOTE OF CAUTION, NONE OF THE PRODUCT |
| | APPROVALS WERE TESTED WITH A CRUSHABLE INSULATION |
| | BACKING! |
| | |
| | PROVIDE STORM PANEL INFORMATION WITH INSTALLATION |
| | SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED FOR ALL |
| | NON-IMPACT GLAZING. FBC 1606.1.4. |
| | |
| | FL BLD CODE 2001 SECTION 103.6, 1606.1.4, 1707.4 & |
| | 3401.7.2.4.PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK NUMBERS, UNIT |
| | SPANS/WIDTHS, UNIT STORM BAR REINFORCING REQUIREMENTS, |
| | WALL PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATIONTO FACILITATE |
| | PLAN REVIEW AND PERMIT ISSUANCE. |
| | |
| | INDICATE ON THE FLOOR PLAN THE LOCATION WHERE STORM |
| | SHUTTERS WILL BE SECURED & STORED. 106.1.2* |
| | |
| | |
| | |
| | |
| | 16)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 17) 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. |
| | |
| | 18-19) COMPLIED. |
| | |
| | 20) 2ND REQUEST, FOR THE MISSION "S" ROOF TILE PLEASE |
| | CIRCLE WHICH FASTENING METHOD WILL BE USED TO CHECK |
| | UPLIFT FACTORS. |
| | |
| | 21) PLEASE PROVIDE HIP AND RIDGE ATTACHMENT FOR THE |
| | MISSION "S" CONCRETE RIDGE TILE AND TYPE OF HIP OR |
| | RIDGE BOARD TO BE USED AND THE TYPE OF FASTENERS FOR |
| | THE HIP BOARD. 1507.3.7 ATTACHMENT. |
| | CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN |
| | ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH FRSA |
| | /RTI INSTALLATION MANUAL. |
| | 1507.3.8 APPLICATION. |
| | TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE |
| | FRSA /RTI 07320-05. |
| | |
| | 22) 2ND REQUEST PLEASE PROVIDE EFIS MOLDING SYSTEM |
| | INFORMATION FOR ADHERING MOLDING TO THE WALL. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 23)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. |
| | |
| | 24 ) 109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION |
| | ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED IN A |
| | MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF |
| | ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO |
| | AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY |
| | THE APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS |
| | AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS |
| | INCLUDESBUT IS NOT LIMITED TO THE CONTROL OF DUST, |
| | NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE |
| | STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION |
| | ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE |
| | WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY |
| | REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS |
| | OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL |
| | DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| | PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ |
| | FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED |
| | TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE |
| | FINAL INSPECTION. |
| | |
| | 25)109.3.10.1 HURRICANE PROTECTION. IT SHALL BE |
| | UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED |
| | MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS. |
| | AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH |
| | CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER REMOVED FROM THE |
| | CONSTRUCTION SITE OR SECURED IN SUCH A MANNER AS TO |
| | MINIMIZE THE DANGER OF SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS CAUSING DAMAGE TO PERSONS OR |
| | PROPERTY FROM HIGH WINDS. ANY PERSONS WHO FAILS TO |
| | COMPLY TO REMOVE OR SECURE THE CONSTRUCTION MATERIALS |
| | EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE |
| | SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION |
| | TO THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS |
| | SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO SECTION 113 |
| | OF THIS CHAPTER. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
