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 |
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| REVIEW |
| ACTION: DENIED |
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| 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. |
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| 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 . |
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| 3) ENERGY CALCULATIONS: |
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| 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. |
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| 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. |
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| 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. |
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| 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. |
| |