| Date |
Text |
| 2004-10-27 00:00:00 | BUILDING PLAN REVIEW |
| | |
| | PORTOFINO PHASE II LAND, LTC |
| | BUILDING TYPE III |
| | |
| | PERMIT:04090369BLDG# 19 |
| | ADD: 4670 PORTOFINO WAY |
| | PERMIT:04090385BLDG# 24 |
| | ADD: 4690 PORTOFINO WAY |
| | PERMIT:04090390BLDG# 28 |
| | ADD: 4695 PORTOFINO WAY |
| | PERMIT:04090394BLDG# 32 |
| | ADD: 4710 PORTOFINO WAY |
| | PERMIT:04090400BLDG#34 |
| | ADD: 4740 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 |
| | WAAS USED ON THE PERMIT APPLICATION ALSO |
| | CORRECT THE ADDRESSES FOR PHASE II, USE |
| | THE LIST 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 AND LOADS TO |
| | BE IMPOSED.SHEET A-T1.3 HURRICANE STRAP/ |
| | CONNECTIONNOTES ALSO REFRENCE PRODUCTS |
| | DELETE SEMCO FROM A-DT4. |
| | |
| | 4) SHEET A-U13 DETAIL# 5, RISERS ARE TO |
| | COMPLY WITH 1007.3.1. RISERS SHALL BE A |
| | MAXIMUM OF 7". |
| | |
| | 5) SHEET A-T3.3 ROOF SHEATHING NOTES, 23 |
| | .22.2.5 DEALS WITH THE HIGH VELOCITY |
| | HURRICANE ZONES, 22306.1* ZONE 3 EDGE |
| | NAILING ZONES BETWEEN 25'-35' REQUIRE |
| | 8D RING SHANK NAILS @ 4"O.C. EDGES & |
| | 6"O.C. FOR INTERMEDIATES. |
| | ENGINEER OF RECORD WILL PROVIDE ADDITION |
| | AL INFORMATION ON ROOF SHEATHING NAILING |
| | ABOVE 35'. |
| | |
| | 6) SHEET A-T3.3 HURRICANE STRAPS: |
| | A) USP TSU24/26 TUNNEL TIE NOT LISTED |
| | IN THE 2004 CATALOG. |
| | B) USP DTC LISTED IN THE USP CATALOG AS |
| | A ROOF TRUSS CLIP, UPDATE LISTING. |
| | C) USP RT24 VALUE ON THE PLANS IS HIGH, |
| | SEE FOOTNOTE IN USP (VALUE 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. |
| | |
| | 7)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. |
| | |
| | 8) A-DT1 WINDOW & DOOR SCHEDULE, PLANS |
| | DO NOT INDICATE IF THIS SCHEDULE IS FOR |
| | THE INTERIOR ZONE (4) OR END ZONE(5). |
| | ALSO THERE IS A MULTIPLIER OF 1.12 FOR |
| | OVER 40' SEE 1606.2D. |
| | |
| | 9) ADT1 HARDWARE NOTES (6) IMPLIES THAT |
| | ON THE 2ND & 3RD FLOORS ONLY THE SLIDING |
| | GLASS DOORS REQUIRES IMPACT DOORS. THE C |
| | ITY'S OFFICIAL INTERPRETATION LIST ON |
| | LARGE PROJECTS THAT A PRESTORM PREPARED- |
| | NESS PLAN MUST BE SUBMITTED BY THE PROP- |
| | ERTY OWNERS OR MANAGING AGENT FOR REVIEW |
| | BY THE CONSTRUCTION DEPARTMENT. ANY SUCH |
| | PLAN SHALL INCLUDE, AT A MINIMUM ON-SITE |
| | LOCATION OF SHUTTERS, PARTY RESPONSIBLE |
| | FOR SECURRING SHUTTERS, (SAID PARTY |
| | RESPONSIBLE FOR SECURRING THE SHUTTERS, |
| | SAID PARTY MUST LIVE WITHIN PALM BEACH |
| | COUNTY) THE TOTAL NUMBER OF OPENINGS TO |
| | BE PROTECTED & THE TOTAL TIME REQUIRED |
| | TO SECURE ALL OPENINGS. PROTECTION OF |
| | OPENINGS SHALL BE ACCOMPLISHED WITHIN |
| | (12) HRS OR LESS OF THE NATIONAL WEATHER |
| | SERVICE OFA HURRICANE WATCH. |
| | |
| | 10) SHEET A-DT2 DETAILS 7&8 PROVIDE A |
| | CLEAR DETAIL OF THE STUCCO REVEL & THE |
| | EXSPANSION CONTROL JOINT, (ASTM C-1063) |
| | INDICATE HOW THE WATER TIGHT MEMBRANE |
| | WILL OCURR, BE INSTALLED? |
| | |
| | 11)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 |
| | GEOTECH REPORTS ARE NOT SIGNED& SEALED. |
| | |
| | 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. 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 |
| | |
| | 13)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 |
| | ILLEGABLE, PROVIDE CLEAR COPIES |
| | B) CLOSPAY GARAGE DOORS MISSING THE |
| | FLORIDA PRODUCT APPROVAL COVER SHEET. |
| | C) ROOFING ASSEMBLIES |
| | 1) HANSON ROOF TILE INDICATE THE METHOD |
| | OF ATTACHMENT |
| | 2) MISSING THE FLORIDA COVER SHEET |
| | 3) MISSING REPORTS FOR THE UNDERLAYMENT |
| | D) NOTHING ON THE SLIDING GLASS DOOR |
| | E) WINDOWS- MISSING THE FLORIDA PRODUCT |
| | APPROVAL COVER SHEET |
| | F) STRUCTURAL COMPONENTS- MISSING INFOR- |
| | MATION FOR TRUSS ANCHORS, FL APPROVAL. |
| | G) RAILINGS NO INFORMATION SUBMITTED |
| | H) SOFFITS(EXTERIOR) NO INFORMATION |
| | |
| | 14) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | THERE SEEMS TO BE DESCREPANCIES IN |
| | THE FOUNDATION AND THE RECOMENDATION OF |
| | THE GEOTECH ENGINEER. THE STRUCTURAL |
| | SHEETS INDICATE A WF-6A FOUNDATION. THE |
| | GEOTECH REPORT RECOMENDS THE FOUNDATION |
| | TO BE 18" BELOW FINISH GRADE & A MINIMUM |
| | OF 24" WIDE, WHY WAS THE GEOTECH REPORT |
| | RECOMMENDATION 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 INSTALLED IN ACORDANCE WITH |
| | 2506 OR GA 216. IN GA 216-4.6.6 GYPSUM |
| | BOARD USED IN BUILDING CONSTRUCTION SHAL |
| | L BE NOT LESS THAN 8" FROM FINISH GRADE |
| | IN FULLY WEATHER AND WEATHER PROTECTED |
| | SIDING SYSTEMS. |
| | THE ADDITIONAL 8" FROM THE BOTTOM OF THE |
| | GYPSUM BOARD TO GRADE HAS NOT BEEN ADD- |
| | RESSED? |
| | |
| | 15)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. |
| | |
| | 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. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
