| Date |
Text |
| 2008-10-30 16:55:51 | BUILDING PLAN REVIEW |
| | PERMIT: 08100349 |
| | ADD: 8132 OKEECHOBEE BLVD |
| | CONT: MAJOR WORKING DRAWING REVIEW/ ANDREA CARDO |
| | TEL: (954)654-5828 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) INFORMATIONAL: 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. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | |
| | 1B) INFORMATIONAL 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 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. |
| | |
| | 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| | TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| | THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS, PLEASE |
| | UPDATE THE SHEET AO TO THE 2007 FBC SUPPLEMENTS.. |
| | |
| | 2) PLEASE SUBMIT TWO ORIGINAL GEOTECHNICAL ENGINEERING |
| | REPORTS THAT ARE SIGNED ANDSEALED, THE REPORTS |
| | SUBMITTED ARE COLOR COPIES WITH COPIED SIGNATURES. |
| | |
| | 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 ADMIN CODE 61G15-23.002 ENGINEERS |
| | |
| | 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 . |
| | |
| | 3) ENERGY CALCULATIONS: |
| | |
| | 3A) PLEASE CORRECT PROJECT SUMMARY CONCERNINING THE |
| | ADDRESSING, THE CORRECT ADDRESS IS 8132 OKEECHOBEE |
| | BLVD, OKEECHOBEE ROAD IS ANOTHER STREET THAT IS |
| | PARTIALLY WITHIN THE CITY LIMITS, IN THIS ADDRESS RANGE |
| | ON OKEECHOBEE ROAD IT WOULD BE OUTSIDE OF THE CITY |
| | LIMITS. 106.1.2*. ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 3B) DISCREPANCY IN SQUARE FEET BETWEEN THE PLANS SHEET |
| | A0 AND THE COVERSHEET OF THE ENERGY PROJECT SUMMARY |
| | SHEET. PLEASE CORRELATE DOCUMENTS. 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 3C) INPUT DATA REPORT- WALL TYPE- INDICATES THE |
| | EXTERIOR WALLS TO BE 2X6 FRAME WALLS WHILE SHEET A1 |
| | INDICATES THE EXTERIOR WALLS AS A WALL TYPE P-30 AS A |
| | 8" BLOCK WALL WITH 1 1/2" RIGID INSULATION, PLEASE |
| | CORRECT THE DISCREPANCY. |
| | |
| | 3D) INPUT DATA REPORT INDICATES A ZONE 1 & 2 BOTH WITH |
| | CONCRETE TILE ROOFING WHERE AS THE PLANS SHEET S4 DOES |
| | INDICATE A LARGE PORTION OF THE ROOF TO BE A FLAT ROOF |
| | WITH NO TILE. PLEASE CORRECT THE DISCREPANCY. |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 4) SHEET A5 DETAIL 2 & 6 PLANS FAIL TO INDICATE |
| | COMPLIANCE WITH TERMITE BARRIERS, PLEASE REVIEW 2114.2. |
| | |
| | 5) SHEET A5 DETAIL 4 &6 PLANS INDICATE THE USE OF WOOD |
| | BUCKS, BUT THE BUCK DOES NOT SUPPORT THE FULL WIDTH OF |
| | THE FRAME, SECTION 1714.5.4.2 STATES THAT UNLESS |
| | OTHERWISE TESTED, BUCKS SHALL EXTEND BEYOND THE |
| | INTERIOR FACE OF THE FRAME SUCH THATFULL SUPPORT OF THE |
| | FRAME IS PROVIDED. |
| | |
| | 6) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 6A) WALL LOUVERS- LARGE MISSILE IMPACT TESTING |
| | REQUIRED, NO REPORT SUBMITTED |
| | 6B) TRUSS ANCHORS- NO REPORT SUBMITTED |
| | 6C) OUTSWING COMMERCIAL DOOR CECO DOOR REPORT SUBMITTED |
| | IS EXPIRED 8-14-08 |
| | 6D) EFIS- NOA SUBMITTED IS STO HI-PLY (LARGE MISSILE ON |
| | PLYWOOD) PLANS CALL FOR BLOCK SEE SHEET A-1 WALL TYPE |
| | P-30 EXCEPTION AT ATM MACHINE. |
| | |
| | 7) 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. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 8) 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. |
| | |
| | 9A) STORM SHUTTER REPORT SUBMITTED PLEASE PROVIDE THE |
| | FOLLOWING INFORMATION: PROVIDE STORM PANEL INFORMATION |
| | WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC |
| | ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT |
| | GLAZING. FBC 1609.1.4. |
| | |
| | FL BLD CODE 2004 SECTION 106.3.3, |
| | 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3. |
| | 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 |
| | APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 9B) STORM PANEL PRODUCT APPROVAL SHEEET 1 OF 6 |
| | INDICATES THE USE OF A BUILT OUT MOUNT CLOSURE DETAIL |
| | WHILE SHEET A16 DOES INDICATE THE TOP AND BOTTOM MOUNT |
| | INFORMATION THE PLANS DO NOT INCORPORATE THE BUILT OUT |
| | MOUNT DETAIL WITH TWO DIFFERENT SURFACES (STONE & EFIS) |
| | AND STAND OFF DIMENSIONS. PLEASE PROVIDE ADDITIONAL |
| | VIEWS FOR THIS TYPE OF APPLICATION. 106.1.2 ADDITIONAL |
| | INFORMATION REQUIED, 1609.6.2.2. |
| | |
| | |
| | 9C) SHEET A16 DETAIL # 3 HEADER DETRAIL FOR STORM PANEL |
| | HEADER TRACK INDICATES THE TYPE OF LAG SCREW FOR THE |
| | STORM PANEL HEADER BUT THERE IS NO INFORMATION ON THE |
| | ATTTACHMENT OF THE 2X MEMBERS TO THE |
| | BLOCK WALL. 106.2.2 ADDITIONAL INFORMATION REQUIRED. |
| | 1609.6.2.2. |
| | |
| | 10) SHEET S-1 UNDER CODES & STANDARDS INDICATES |
| | DESIGNED TO THE ASCE 7-98 , PLEASE CORRECT TO ASCE |
| | 7-02, 2004 FBC 1609.1.1 & CHAPTER 35 REFERENECED |
| | STANDARDS RECOGNIZES ASCE 7-02 . ALSO 1603.1.4 WIND |
| | DESIGN DATA. |
| | |
| | 11) SHEET S4 VERSES THE TRUSS ENGINEERING SHOP DRAWINGS |
| | AND TRUSS LAY OUT SHEET FROM THE TRUSS COMPANY: |
| | |
| | 11A) STRUC PLAN (S4) TRUSS GT2/ T4 TRUSS DRAWING THE |
| | STRUCTURAL PLAN INDICATES THIS GIRDER AS A TWO PLY |
| | GIRDER WHERE AS THE TRUSS COMPANY HAS MADE IT A 3 PLY |
| | GIRDER, THIS WILL AFFECT THE TYPE OF TRUSS ANCHORS |
| | LISTED IN THE TIE DOWN SCHEDULE FOR THIS GIRDER. |
| | |
| | 11B) STRUC PLAN (S4) TRUSS GT2/ T4 TRUSS DRAWING THE |
| | STRUCTURAL PLAN THIS SAME GIRDER AT THE INTERIOR |
| | BEARING POINT HAS A REACTION OF 27,813 LBS. EXCEEDING |
| | THE SAFE VALUE OF 13,983.75 LBS /34.75 SQ INCHES |
| | REQUIRING ADDITONAL STRUCTURAL ENGINEERING, NOTE ALSO |
| | THERE IS NO SECTION THROUGH THIS GIRDER BUT S5 DETAIL# |
| | 7 WILL HAVE SIMILAR ISSUES |
| | |
| | 11C) STRUC PLAN (S4) TRUSS GT1/ T5 TRUSS DRAWING THE |
| | STRUCTURAL PLAN THIS GIRDER AT THE INTERIOR BEARING |
| | POINT HAS A REACTION OF 21,605 LBS. EXCEEDING THE SAFE |
| | VALUE OF 9,322 LBS /16.50 SQ INCHES REQUIRING ADDITONAL |
| | STRUCTURAL ENGINEERING, |
| | |
| | 12) THE TRUSS DRAWING COVER SHEET FROM ITW BUILDING |
| | COMPONENTS GROUP : |
| | |
| | 12A) NEEDS TO CORRECT THE LOCATION OF THE PROJECT TO |
| | 8132 OKEECHOBEE BLVD, OKEECHOBEE ROAD WOULD BE LOCATED |
| | IN THE COUNTY. |
| | |
| | 12B) UNDER THE MODEL CODE THE COVER SHEET DOES NOT |
| | INCLUDE THE 2007 FBC SUPPLEMENTS. |
| | |
| | 12C) THE INDIVIDUAL TRUSS DRAWINGS INDICATE THE DESIGN |
| | IS FOR A B EXPOSURE WHERE UNDER THE 2007 SUPPLEMENTS ( |
| | 1609.2) THIS WILL BE WITHIN A C ZONE, PLEASE CORRECT |
| | ASSUMPTIONS. |
| | |
| | 13) THE ADDRESSS INDICATES THIS AREA TO BE WITHIN A AH |
| | FLOOD ZONE, FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF |
| | ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN |
| | "A" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE |
| | REQUIRED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE |
| | ISSUED. |
| | |
| | 14) 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 |
| | 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 PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| | OF THE FINAL INSPECTION. |
| | |
| | 15) 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. |
| | |
| | 16) 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. |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
