| Date |
Text |
| 2007-04-13 15:26:25 | BUILDING PLAN REVIEW |
| | PERMIT: 07030491 |
| | ADD: 9921 OKEECHOBEE BLVD |
| | CONT: ROCKWELL DEVELOPMENT |
| | TEL: (561)278-3100 |
| | |
| | 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 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 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)106.1.2 * ADDITIONAL INFORMATION REQUIRED, PLANS |
| | FAIL TO PROVIDE AN INDEX INDICATING |
| | ON WHICH SHEET ANY CERTAIN DOCUMENT WILL BE FOUND. THIS |
| | WOULD GREATLY INCREASE PRODUCTIVITY |
| | IN THE AMOUNT OF TIME IT TAKES TO DO A REVIEW OF YOUR |
| | PROJECT!!!! |
| | |
| | 5) 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. |
| | |
| | 6) 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. |
| | |
| | 7)SHEET A0.1 INDICATES THE PLANS WERE DESINED TO THE |
| | 2004 FBC. PLANAS SUBMITTED AFTER DEC.8, 2006 ARE TO BE |
| | DESIGNED TO THE 2004FBC WITH THE 2006 AMENDMENTS. |
| | |
| | 8)SHEET A0.2 SITE PLAN INDICATES WHAT APPEARS TO BE A |
| | PROPERTY LINE AROUND THE NEW PROPOSED STORE, BUT THERE |
| | ALSO APPEARS TO BE A SECOND PROPERTY LINE AT THE FRONT |
| | OF THE STORE? WHAT AREA IS THE LEASABLE AREA OR |
| | PROPERTY LINE ? IS THERE ONLY 38 PARKING SPACES IN THIS |
| | PROJECT OR IS THERE 87 PARKING SPACES? IF THERE ARE 87 |
| | PARKING SPACES THEN 11-4.1.2(5)(A)INDICATES THERE |
| | SHOULD BE (4) SPACES FOR THE PHYSICLLY DISABLED . |
| | |
| | 9) SURVEY BY CRAIG S. PUSEY IS A RAISED SEAL BUT PHOT |
| | COPIED SIGNATURE. |
| | |
| | 10)) SHEET A0.2 ALSO SHOULD SHOW THE ACCESSABLE ROUTE |
| | TO THE PUBLIC WAY. 11-4.1.2(1) . |
| | |
| | 11)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) |
| | EXTERIOR HOLLOW METAL SWING DOORS |
| | B)OVERHEAD COIL DOORS |
| | C) AUTOMATIC SLIDING DOORS |
| | D) ROOF HATCHES |
| | E) WINDOWS- STOREFRONT |
| | F) WINDOWS PASS THROUGH |
| | G) ROOF ASSEMBLIES, BASE SHEETS, TILE AND FASTENER |
| | TYPES |
| | H) PRE-MANUFACTURED A/C STANDSSHEET A4.5INDICATES |
| | SLEEPERS, 1509.7/ TABLE 1509.7. |
| | I) WOOD TRUSS TIE DOWN ANCHORS |
| | |
| | 12)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. |
| | |
| | |
| | 13) 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 |
| | |
| | 14) THIS ROOF IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | ROOF TILE : |
| | _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, PREPARED , SIGNED |
| | AND SEALED BY A FLORIDA REGISTERED |
| | PROFESSIONAL ENGINEER, REGISTERED |
| | ARCHITECT OR REGISTERED ROOF |
| | CONSULTANT MAY BE SUBMITTED. |
| | |
| | _X__THE SYSTEM PROVIDED INDICATES |
| | LIMITATION# 9, NO ENHANCED |
| | FASTENING ALLOWED. |
| | |
| | __X__- PROVIDE TYPE OF RIDGE AND HIP BOARD TO BE USED |
| | AND TYPE OF ATACHMENT. |
| | CONCRETE TILE / CLAY TILEATTACHMENTSHALL BE |
| | FASTENED IN ACCORDANCE WITH 1609 OR IN ACCORDANCE WITH |
| | FRSA/TRI 07320-04 INSTALLATION MANUAL. |
| | |
| | 15) SHEET S2.1 TRUSS TIE DOWNANCHORS, THE DESIGNER OF |
| | RECORD HASN,T GIVEN THE VALUES REQUIRED FOR THE HOLD |
| | DOWN FASTENERS.PLEASE PROVIDE GRAVITY LOADS, LATERAL |
| | LOADS & UPLIFT LOADS TO BE RESISTED.THE ANCHORS ARE |
| | PART OF THE MAIN FORCE RESISTING SYSTEM1609.1.1. PLEASE |
| | PROVIDE VALUES TO BE RESISTED.T1 & T2 ARE NOT LOCATED |
| | ON PLAN. |
| | |
| | 16)FRONT ENTRY HORIZONTAL SLIDING DOORS: 1008.1.3.3 |
| | HORIZONTAL SLIDING DOORS. |
| | IN OTHER THAN GROUP H OCCUPANCIES, HORIZONTAL SLIDING |
| | DOORS PERMITTED TO BE A COMPONENT OF A MEANS OF EGRESS |
| | IN ACCORDANCE WITH EXCEPTION 5 TO SECTION 1008.1.2 |
| | SHALL COMPLY WITH ALL OF THE FOLLOWING CRITERIA: 1. |
| | THE DOORS SHALL BE POWER OPERATED AND SHALL BE CAPABLE |
| | OF BEING OPERATED MANUALLY IN THE EVENT OF POWER |
| | FAILURE. |
| | 2.THE DOORS SHALL BE OPENABLE BY A SIMPLE METHOD |
| | FROM BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 3. |
| | THE FORCE REQUIRED TO OPERA TE THE DOOR SHALL NOT |
| | EXCEED 30 POUNDS (133 N) TO SET THE DOOR IN MOTION AND |
| | 15 POUNDS (67 N) TO CLOSE THE DOOR OR OPEN IT TO THE |
| | MINIMUM REQUIRED WIDTH. |
| | 4.THE DOOR SHALL BE OPENABLE WITH A FORCE NOT TO |
| | EXCEED 15 POUNDS (67 N) WHEN A FORCE OF 250 POUNDS |
| | (1100 N) IS APPLIED PERPENDICULAR TO THE DOOR ADJACENT |
| | TO THE OPERATING DEVICE. |
| | 5.THE DOOR ASSEMBLY SHALL COMPLY WITH THE |
| | APPLICABLE FIRE PROTECTION RATING AND, WHERE RATED, |
| | SHALL BE SELF-CLOSING OR AUTOMATIC-CLOSING BY SMOKE |
| | DETECTION, SHALL BE INSTALLED IN ACCORDANCE WITH NFPA |
| | 80 AND SHALL COMPLY WITH SECTION 715 . |
| | 6.THE DOOR ASSEMBLY SHALL HAVE AN INTEGRATED |
| | STANDBY POWER SUPPLY. |
| | 7.THE DOOR ASSEMBLY POWER SUPPLY SHALL BE |
| | ELECTRICALLY SUPERVISED. |
| | 8.THE DOOR SHALL OPEN TO THE MINIMUM REQUIRED |
| | WIDTH WITHIN 10 SECONDS AFTER ACTIVATION OF THE |
| | OPERATING DEVICE. |
| | 9.IN APARTMENT BUILDINGS, HOTELS AND DORMITORIES, |
| | HORIZONTAL SLIDING DOORS SHALL NOT BE USED ACROSS |
| | CORRIDORS. |
| | |
| | 17)A2.4 INDICATES THE USE OF HI-RIB LATH ON THE UNDER |
| | SIDE (HORIZONTAL FRAMING MEMBERS) OF THE CANOPY, PLEASE |
| | PROVIDE THE NAILING REQUIREMENTS FOR LATH. TABLE |
| | 2511.1/ ASTM |
| | C-1063. 2504.2.2 INSTALLATION OF EXTERIOR |
| | LATHING AND FRAMING SHALL COMPLY WITH |
| | ASTM C-1063. |
| | |
| | 18)SHEET A2.4 INDICATES THE USE OF EAVE ANDTHE |
| | MONIER LIFETILE ATTIC VENT, PLEAS PROVIDE THE |
| | CALCULATIONS AS PER 1203.2, PLEASE ALSO PROVIDE THE |
| | PRODUCT APPROVAL |
| | FOR THE LIFETILE ATTIC VENT, RULE 9-B-72. |
| | |
| | 19)PLEASE PROVIDE THE FIRE SPRINKLER PLANS SHEET A0.1 |
| | PROJECT INFORMATION INDICATES TAKING AREA INCREASES FOR |
| | A FIRE SPRINKLERED BUILDING, PLEASE PROVIDETHE |
| | REQUIREDAUTOMATIC SPRINKLER PLANS PER, TABLE 503, |
| | 504.2 & 903.1.1 |
| | |
| | 20)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] |
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