| Date |
Text |
| 2004-10-25 00:00:00 | BUILDING PLAN REVIEW |
| | |
| | PORTOFINO PHASE II LAND, LTD |
| | BUILDING TYPE I |
| | PERMIT: 04090383BLDG# 22 |
| | ADD: 4650 PORTOFINO WAY |
| | PERMIT: 04090384BLDG# 23 |
| | ADD: 4635 PORTOFINO WAY |
| | CONT: EPOCH PROPERTIES, INC. |
| | TEL: (407)718-8932 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | 1) THE INCORRECT PROPERTY CONTROL NUMBER |
| | WAS USED AND CORRECT THE ADDRESSES FOR |
| | PHASE II DATED SEPT 21/04. |
| | |
| | 2) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3) SHEET A-U13 DETAILS INDICATE THE USE |
| | OF SEMCO STRAPS. SEMCO WAS BOUGHT OUT IN |
| | 1999 BY USP, UPDATE PLANS TO REFLECT THE |
| | MANUFACTURER, MODEL NUMBER, ANDLOADS TO |
| | BEIMPOSED.SHEET A-T1.3 HURRICANE STRAP/ |
| | CONNECTION NOTES ALSO REFRENCE SEMCO |
| | PRODUCTS. DELETE SEMCO FROM A-DT4. |
| | |
| | 4) SHEET A-T1.3ROOF SHEATHING NOTES, |
| | 23.22.2.5, DEALS WITH HIGH VELOCITY |
| | HURRICANE ZONES, 2306.1* ZONE# 3 EDGE |
| | NAILING ZONES BETWEEN 25'-35' REQUIRE |
| | 8D RING SHANK NAILS @ 4" O.C. EDGES AND |
| | 6"O.C. INTERMEDIATES. |
| | ENGINEER OF RECORD WILL PROVIDE ADDITION |
| | AL INFORMATION ON ROOF SHEATHING NAILING |
| | ABOVE 35'. |
| | |
| | 5) SHEET A-T1.3 HURRICANE STRAPS: |
| | A) USP TSUA24/26 TUNNEL TIE NOT LISTED |
| | IN THE 2004 CATALOG. |
| | B) USP DTC LISTED IN USP CATOLOG AS |
| | ROOF TRUSS CLIPS |
| | C) USP RT 24VALUE ON PLANS IS HIGH |
| | SEE FOOTNOTE IN USP ( VALUES REPRESENT |
| | LOADS WHICH DO NOT INCLUDE A STEEL |
| | INCREASE ON THE STEEL CALCULATION). |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | 6)903.8.2 FLOR ST STATUTE 553.895(2) |
| | ALL RESIDENTIAL BUILD. 3 OR MORE STORIES |
| | TALL WHETHER DESIGNATED AS TOWNHOUSE, |
| | CONDOMINIUMS, "APARTMENT HOUSES, |
| | TENEMENTS, GARDEN APARTMENTS OR BY ANY |
| | OTHER NAME SHALL BE SUPPLIED BY FIRE |
| | SPRINKLERS MEETING NFPA 101. |
| | |
| | 7) A-DT1 WINDOW AND DOOR SCHEDULE, PLANS |
| | DO NOT INDICATE IF THIS SCHEDULE IS FOR |
| | (4)INTERIOR ZONES OR (5) END ZONES. ALSO |
| | THERE IS A MULTIPLIER OF 1.12 FOR OVER |
| | 40' SEE 1606.2D. |
| | |
| | 8) A-DT1 HARDWARE NOTES (6) IMPLIES THAT |
| | ON THE 2ND & 3RD FLOORS ONLY THE SLIDING |
| | GLASS DOORS REQUIRES IMPACT GLASS. THE |
| | CITY'S OFFICIAL INTERPERTATION LIST ON |
| | LAGRE PROJECTS THAT A PRE-STORM PREPARED |
| | NESS PLAN MUST BE SUBMITTED BY THE PROP |
| | ERTY OWNERS OR MANAGING AGENTS FOR |
| | REVIEW BY THE CONSTRUCTION SERVICES DEPT |
| | ANY SUCH PLAN SHALL INCLUDE, AT A MINI- |
| | MUM ON-SITE LOCATION OF SHUTTERS, PARTY |
| | RESPONSIBLE FOR SECURING THE SHUTTERS, |
| | (SAID PARTY MUST LIVE WITHIN PALM BEACH |
| | COUNTY) TOTAL NUMBER OF OPENINGS TO BE |
| | PROTECTED AND THE TOTLA TIME REQUIRED TO |
| | SECURE ALL OPENINGS. PROTECTION OF OPEN- |
| | INGS SHALL BE ACCOMPLISHED WITHIN (12) |
| | HOURS OR LESS OF THE OFFICIAL |
| | NOTIFICATION BY THE NATIONAL WEATHER |
| | SERVICE OF A HURRICANE WATCH. |
| | |
| | 9) SHEET A-DT2 DETAILS 7&8 PROVIDE A |
| | CLEAR DETAIL OF THE STUCCO REVEL & THE |
| | EXSPANSION CONTROL JOINT, (ASTM 1063). |
| | INDICATE HOW THE WATER TIGHT MEMBRANE |
| | WILL OCCUR? |
| | |
| | 10)FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF FLORI- |
| | DA.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 STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | FLORIDA. |
| | |
| | 11) 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 |
| | |
| | 12)FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) FRONT DOOR- MASONITE REPORTS ARE |
| | ILLEGIBLE, PROVIDE CLEAR COPIES |
| | B) CLOSPAY GARAGE DOOR- MISSING FLORIDA |
| | PRODUCT APPROVAL COVER SHEET |
| | C) ROOFING ASSEMBLIES- |
| | 1) HANSON ROOF TILE INDICATE THE |
| | METHOD OF INSTALATION FOR THE ROOF |
| | PRESSURES.INDICATE HOW ATTACHMENT |
| | WILL OCCUR, FOAM, SCREWS OR NAIL |
| | TYPE, WITH OR WITHOUT CLIP. |
| | 2) MISSING THE FL COVER SHEET. |
| | 3) MISSING REPORTS FOR UNDERLAYMENTS. |
| | D) NOTHING FOR SLIDING GLASS DOORS. |
| | E) WINDOWS- MISSING THE FLORIDA PRODUCT |
| | APPROAL COVERSHEET. |
| | F) STRUCTURAL COMPONENTS- MISSING INFORM |
| | ATION FOR TRUSS ANCHORS FL APPROVAL & |
| | PRODUCT APPROVALS. |
| | G) RAILINGS- NO INFORMATION SUBMITTED. |
| | H) SOFFIT- ALUMINIUM NO INFORMATION |
| | |
| | 13) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | THERE SEEMS TO BE SOME DISCREPANCIES IN |
| | THE FOUNDATION AND THE RECOMENDATION OF |
| | THE GEOTECH ENGINEER. THE STRUCTURAL |
| | SHEETS INDICATE A WF-16A FOUNDATION. THE |
| | GEOTECH REPORT RECOMENDS THE FOUNDATION |
| | BE 18" BELOW FINISH GRADE AND A MINIMUM |
| | OF 24" WIDE, WHY WAS THE GEOTECH REPORT |
| | RECOMMENDATIONS NOT FOLLOWED? |
| | THE SECOND ISSUE WITH THE FOUNDATION |
| | DEALS WITH THE APPLICATION OF GYPSUM |
| | WALLBOARD SHEATHING, 2504.4.1 DEALS WITH |
| | THE APPLICATION OF EXTERIOR GYPSUM WALL- |
| | BOARD SHEATHING, THE GYPSUM BASE VENEER |
| | SHALL BE DONE WITH 2506 OR GA 216. IN GA |
| | 216-4.6.6. GYPSUM BOARD USED IN BUILDING |
| | CONSTRUCTION SHALL BE NOT LESS THAN 8" |
| | FROM FINISH GRADE IN FULLY WEATHER AND W |
| | EATHER PROTECTED SIDING SYSTEMS, AND NOT |
| | LESS THAN 12" FROM THE GROUND WITHIN |
| | PROPERLY VENTED CRAWL SPACES. |
| | THE ADDITONAL 8" FROM THE BOTTOM OF THE |
| | GYPSUM BOARD TO GRADE HAS NOT BEEN ADD- |
| | RESSED? |
| | |
| | 14)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. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMENT NUMBER, WITH A DESCRIPTION |
| | OF THE REVISION MADE, IDENTIFYING THE |
| | SHEET OR SPECIFICATION PAGE WHERE THE |
| | CHANGES CAN BE FOUND, WILL HELP TO EXPE- |
| | DITE YOUR PERMIT. THANK YOU FOR YOUR |
| | ANTICIPATED COOPERATION. |
| | JIM WITMER CBO |
| | PLAN REVIEW |
| | (561)805-6715 |
| | FAX: (561)659-8026 |
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| | 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. |
