| Date |
Text |
| 2007-05-08 16:55:19 | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07030860 |
| | ADD: 9835 OKEECHOBEE BLVD |
| | CONT: GIL HYATT CONSTRUCTION |
| | TEL: (954)772-2066 |
| | |
| | |
| | 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 LOOSLEY LAY THEM ON TOP OF THE SET |
| | OF PLANS MARKED VOID. 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 OF |
| | COMMENCEMENT |
| | IS 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, |
| | 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 . |
| | |
| | 4)PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". LOCATED IN A A-) FLOOD ZONE. |
| | |
| | 5) SHEET C-5INDICATES AN ASSUMED LEASE LINE, SINCE |
| | LOCATED THIS WAY THIS WILL ALSO BE THE ASSUMED PROPERTY |
| | LINE BETWEEN THE TWO BUILDINGS. PLEASE PROVIDE THE |
| | ACTUAL DISTANCE BOTH BUILDINGS ARE LOCATED FROM THE |
| | ASSUMED LEASE LINE FOR TABLE 602 & TABLE 704.8. |
| | |
| | 6)SHEET A1.4 NOTE# 5 REFERENCES ROOF TOP MECHANICAL |
| | EQUIPMENT REQUIREMENTS THE WRONG FLORIDA CODE IS |
| | REFERENCED AND TABLE OR ARTICLE NUMBER, PLEASE |
| | CORRECT. |
| | |
| | 7) SHEET A1.4 INDICATES THE USE OF A BILCO ROOF HATCH, |
| | CURRENTLY THERE IS NO PRODUCTS ON THE MARKET THAT MEET |
| | THE STATE REQUIREMENTS FOR STRUCTURAL COMPONENTSAS PER |
| | RULE 9B-72.010(28), FLORIDA ADMINISTRATIVE CODE AND IS |
| | SUBJECT TO THE REQUIREMENTS FOR PRODUCT APPROVAL. SEE |
| | ATTACHMENT. |
| | |
| | 8) SHEET A2.0 & A2.1THE PLAN INDICATES A DESIGN |
| | OPENING PRESSURE SCHEDULE FOR OPENINGS, ALL PRESSURES |
| | ARE LOW FOR POSITIVE AND NEGATIVE VALUES FOR A "B" |
| | ZONE |
| | |
| | LOCATION. SEE TABLE 1609.6.2.1(2) SEE BLUE SHEETS OR |
| | 2006 CODE REVISIONS!!! |
| | |
| | 9)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. |
| | |
| | 10) SHEET A5.0 WALL ASSEMBLY# 2 ALSO INDICATES THAT |
| | ALUCOBOND MAY ALSO BE USED, PLEASE PROVIDE THE PRODUCT |
| | APPROVAL FOR SAID PRODUCT. THE BACKING OF SAID WALLS |
| | INDICATES FOAM.2603.4.1.4 EXTERIOR WALLS?ONE-STORY |
| | BUILDINGS. |
| | FOR ONE-STORY BUILDINGS, FOAM PLASTIC HAVING A FLAME |
| | SPREAD INDEX OF 25 OR LESS, AND A SMOKE-DEVELOPED INDEX |
| | OF NOT MORE THAN 450, SHALL BE PERMITTED WITHOUT |
| | THERMAL BARRIERS IN OR ON EXTERIOR WALLS IN A THICKNESS |
| | NOT MORE THAN 4 INCHES (102 MM) WHERE THE FOAM PLASTIC |
| | IS COVERED BY A THICKNESS OF NOT LESS THAN |
| | 0.032-INCH-THICK (0.81 MM) ALUMINUM OR |
| | CORROSION-RESISTANT STEEL HAVING A BASE METAL THICKNESS |
| | OF 0.0160 INCH (0.41 MM) AND THE BUILDING IS EQUIPPED |
| | THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| | ACCORDANCE WITH SECTION 903.3.1.1 . |
| | |
| | |
| | |
| | 11)NOTE: SHEET A2.0 & A2.1 BOTH INDICATE THE USE OF |
| | METAL AWNINGS, PLANS INDICATE THEY ARE TO BE UNDER |
| | SEPERATE PERMIT, TO BE REVIEWED UNDER A SEPERATE |
| | PERMIT. |
| | |
| | 12) 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 NONSPRINKLERED 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)S0.1 GOVERNING CODE NOTEA FLORIDA 2004 FBC WITH |
| | 2006 REVISIONS, PLEASE CORRECT. |
| | |
| | 14) S0.2 WIND PRESSURES ARE LOW IN WALL ZONE (4) |
| | NEGATIVE PRESSURES) SEE BLUE SHEETS 2005 REVISIONS. |
| | TABLE 1609.6.2.1(2) |
| | |
| | 15) 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) FIXED WINDOWS, STOREFRONT |
| | B) MULLIONS |
| | C) OPERABLE WINDOWS |
| | D) GLAZED DOORS PASS THROUGHS |
| | E)HOLLOW CORE METAL DOORS |
| | F)BILCO ROOF HATCH SEE TECHNICAL ADVISORY FROM BCAB |
| | G) TRUSS ANCHORS |
| | H) STORM SHUTTERS (POSSIBLY) |
| | I) ROOF ASSEMBLIES |
| | J) PRE-MANUFACTURED A/C STANDS |
| | K) EFIS SYSTEMS |
| | |
| | 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 APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. 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)1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 19)) THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | _X__ CONTRACTOR DID NOT PROVIDE THE MEAN |
| | ROOF HEIGHT. |
| | |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| | PITCH. |
| | |
| | _X__ CONTRACTOR FAILED TO INDICATE WHICH |
| | SYSTEM TO BE USED. |
| | |
| | _X__ THE SYSTEM PROVIDED HAS A LOW |
| | PRESSURE FOR ZONE 2& 3___ . |
| | |
| | _X__ 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, PLEASE PROVIDE |
| | THE RAS 117 CALCULATION. |
| | |
| | _X__THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | 20)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 BOAAD. 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)PLEASE PROVIDE EFIS MOLDING SYSTEM INFORMATION FOR |
| | ADHERRING 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 PERMORMED 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 INCLUDES |
| | BUT 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 PARCELL 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 HURICANE 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] |
| | |
