| Date |
Text |
| 2007-07-07 14:14:14 | COMMERCE BANK 2031 P B LAKES |
| | **PLAN REVIEW** |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07050876 |
| | ADD: 2031 PALM BEACH LAKSE |
| | CONT: **PLAN REVIEW** |
| | TEL: (954)648-6068 |
| | |
| | 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 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. |
| | |
| | 2) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE |
| | WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT 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) SHEET A000 |
| | 3A) ALL OF THE ARCHITECTURAL SHEETS HAVE COPIES OF THE |
| | ARCHITECTS SIGNATURE WITH A RAISED |
| | SEAL.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. ARCHITECTS FL |
| | STATE STAT: 61G16.003 ARCHITECTS. |
| | |
| | 3B) INTERARCH IS MISSING THEIR CERTIFICATE OF |
| | AUTHORIZATION, 471.023 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY SHEET BEARING |
| | THE NAME OF AN ENGINEER |
| | PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A |
| | PARTNERSHIP, OFFERING ENGINEERING SERVICES, SHALL |
| | INCLUDE THE CERTIFICATE OF AUTHORIZATION NUMBER. ADD |
| | THE NUMBER TO EACH SHEET. |
| | |
| | 3C) MICHAEL A BEACH & ASSOCIATES, LLC, CONSULTING |
| | STRUCTURAL ENGINEERS, ALSO ARE MISSING THEIR |
| | CERTIFICATE OF AUTHORIZATION. 481.023 F.S.CERTIFICATE |
| | OFAUTHORIZATION.THE TITLE BLOCK FOR ANY SHEET |
| | BEARING THE NAME OF AN ENGINEER PRACTICING UNDER A |
| | FICTITIOUS NAME, A CORPORATION, OR A PARTNERSHIP, |
| | OFFERING ENGINEERING SERVICES, SHALL INCLUDE THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER. ADD THE NUMBER TO |
| | EACH SHEET.THIS MAY |
| | BE ADDED BY HAND. |
| | |
| | 4) SHEET A200 HAS THE WRONG LOCATION IN THE TITLE |
| | BLOCK. |
| | |
| | 5) SHEET A301 INDICATES A NIGHT DEPOSITORY BUT NO ATM |
| | MACHINE? IF SUCH SYSTEMS ARE TO BE USED, PLEASE LOOK TO |
| | 11-4.34 FOR ACCESSIBILITY AND TABLE 13-415.2ABC.1.3 270 |
| | WATTS PER LOCATION. |
| | |
| | 6) 1609.1.4 PROTECTION OF OPENINGS. IN WIND-BORNE |
| | DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE |
| | PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS |
| | SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF |
| | GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE |
| | ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH |
| | AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS |
| | OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE |
| | TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1. |
| | GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE |
| | SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET THE PROVISIONS |
| | OF THE SMALL MISSILE TEST. |
| | |
| | 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) VISTAWALL HR-250 , PLEASE HIGHLIGHT WHICH GLAZING |
| | SYSTEM WILL BE USED. |
| | NOTE: SEE MIAMI-DADE NOA, THIS NOA HAS NOT BEEN |
| | REVIEWED UNDER THE 2004 FBC, THIS TEST WAS TAKEN WHEN |
| | 1.33 STEEL INCREASES WERE TAKEN ON FASTENERS!!!! |
| | INTERARCH HAS SIGNED OFF BEWARE!!!!! |
| | |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | |
| | B) FIREDOOR: REQUIRES FLORIDA COVERSHEET,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 ATWWW.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!!!! INTERARCH HAS |
| | SIGNED OFF BEWARE!!!!! |
| | |
| | 1605.3.1.1 LOAD REDUCTION. |
| | 1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT |
| | OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE |
| | EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN |
| | SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD |
| | LOAD AND ANY OF THE VARIABLE LOADS. |
| | 2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE |
| | MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED |
| | STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD |
| | COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD |
| | INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER |
| | 23 . |
| | |
| | C) RELIABLE PRODUCTS: AEL-42D-7060 ALUMINUM LOUVER IS |
| | IN THE SAME SITUATION AS THE TWO REPORTS LISTED ABOVE |
| | SEE **C** CALCULATIONS: 2004 FBC NOT LISTED! |
| | |
| | D) MERCHANT & EVANS ALUMINUM ZIP RIB STANDING SEAM ROOF |
| | PANEL: |
| | HIGHLIGHT WHICH SYSTEM YOU WILL BE USING, SYSTEM A(1) |
| | OR SYSTEMA(2). |
| | |
| | E) GAF MATERIAL ? MODIFIED BITUMEN ROOFING REQUIRES |
| | FLORIDA COVERSHEET, AND |
| | HIGHLIGHT WHICH SUBSYSTEM WILL BE USED. ALSO NOTE |
| | LIMITATION 7 OR 9!!!!!PROVDE THE RAS 117 CALCULATIONS |
| | FOR THE ENHANCED FASTENING IN ZONES 2& 3. |
| | |
| | F) ROOF HATCH: NOTE THAT NO INFORMATION WAS SUBMITTED, |
| | CURRENTLY THERE ARE NO ROOF HATCHES |
| | AVAILABLE THROUGH MIAMI-DADE OR THE FLORIDA WEBSITE. |
| | BILCO IS SUPPOSE TO BE GOING THROUGH A TESTING PROGRAM |
| | AT THIS TIME! |
| | |
| | G)EFIS TRIM- PROVIDE ALSO DOCUMENTATION FOR TESTING. |
| | |
| | |
| | H) STOREFRONT SYSTEMS OR FIXED GLASS( TELLER WINDOW) NO |
| | REPORTS WERE SUBMITTED. |
| | |
| | 7) SHEET A320 THE CEILING ASSEMBLY OF THE DRIVE |
| | THROUGH, PLEASE PROVIDE ADDITIONAL INFORMATION ON THE |
| | TYPE OF WIRE MESH TO BE USED FOR THE STUCCO CEILING? |
| | SIZE, WEIGHT, NAILING & SPACING? ASTM C-1063. |
| | |
| | 8)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 II |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
