| Date |
Text |
| 2005-09-14 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2001 |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS |
| | TO THE FBC2001 |
| | |
| | FROM PREVIOUS REVIEW; NUMBERING |
| | REMAINING THE SAME TO MAINTAIN |
| | CONSISTENCY. |
| | |
| | 1.)A NOTICE OF COMMENCEMENT MUST BE |
| | FILED WITH THE CLERK OF COURTS BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2.)IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY.THE PLANS MUST BE STAMPED |
| | AND THE RECEIPT ATTACHED TO THE |
| | APPLICATION. 233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | 3.)PROVIDE A SOILS INVESTIGATION |
| | REPORT, FBC1804.2.2. |
| | |
| | DOCUMENTS PREPARED BY AN ENGINEER AND |
| | SUBMITTED FOR PUBLIC RECORD ARE TO BE |
| | SIGNED SEALED ORIGINALS FAC61G15-23.002. |
| | PHOTOCOPIES WERE SUBMITTED. |
| | |
| | 4.)THE SQUARE FOOTAGE ON THE PLAN AND |
| | ENERGY CALCS ARE NOT CONSISTENT (6569 |
| | ON AS1, 6560 LS1, 6885 ENERGY CALC). |
| | |
| | AS1 AND LS1 WERE REVISED TO SHOW 6626, |
| | BUT THE ENERGY CALCS STILL STATE 6885 |
| | AND 1-AS1 SHOWS 6569. |
| | |
| | 5.)ADDRESSED; OWNER/AGENT LINE OF |
| | ENERGY CALC SIGNED.HOWEVER, IF THE |
| | CALCS ARE REVISED PLEASE PROVIDE |
| | REQUIRED SIGNATURES ON THE NEW ENERGY |
| | CALCS. |
| | |
| | 6.)THE SPEC BOOK IS NOT SIGNED AND |
| | SEALED AND DOES NOT HAVE A TITLE BLOCK |
| | IN COMPLIANCE WITH FAC61G1-16.003, 004. |
| | ALSO HALF OF THE PAGES ARE UPSIDE DOWN. |
| | IF YOU WANT FOR THIS TO BE INCORPORATED |
| | INTO THE PERMIT PACKAGE, SUBMIT IN |
| | COMPLIANCE AND IN A READABLE FORMAT. |
| | |
| | THE TITLE BLOCKS ARE NOT COMPLIANT WITH |
| | FAC RULES FOR ARCHITECTS AND ENGINEERS. |
| | NOTE THAT THIS PACKAGE IS NOT REQUIRED |
| | FOR PERMITTING. |
| | |
| | 7.)ADDRESSED. |
| | |
| | 8.)PLANS PREPARED BY AN ENGINEER ARE |
| | TO HAVE A TITLE BLOCK IN COMPLIANCE WITH |
| | FAC61G15-23.002.A CERTIFICATE OF |
| | AUTHORIZATION IS REQUIRED FOR BUSINESSES |
| | PRACTICING ENGINEERING IN FLORIDA, |
| | FAC61G15-19.001(3). |
| | |
| | THE CA HAS BEEN APPLIED FOR STRUCTURAL |
| | INTEGRITY, INC.THE CA NUMBER IS |
| | REQUIRED TO PRACTICE ENGINEERING AS A |
| | BUSINESS ORGANIZATION, FS471.023. |
| | |
| | 9.)THE MASONRY WALL CALCS PREPARED BY |
| | MR. MITCHELL PE IS: |
| | |
| | A. REQUIRED TO HAVE A TITLE BLOCK IN |
| | COMPLIANCE WITH FAC61G15-23.002. |
| | |
| | B.ILLEGIBLE, APPEARS TO HAVE GREY |
| | LINES (DRAWINGS) WHICH ARE UNREADABLE. |
| | |
| | THE REVISED MASONRY CALCS ARE NOT |
| | SEALED.IT HAS A TITLE BLOCK FOR |
| | STRUCTURAL INTEGRITY INC. WHICH DOES NOT |
| | HAVE A VALID CA NUMBER.WHEN SEALED, |
| | THE TITLE BLOCK IS TO INCLUDE THE |
| | PRINTED NAME AND LICENSE NUMBER OF THE |
| | INDIVIDUAL SEALING THE DOCUMENT. |
| | FAC61G15-23.002.THE CALCS REFER TO THE |
| | 2003 FBC, GOVERNING CODE IS FBC2001. |
| | |
| | 10.)LS1 CODE INFORMATION, IV INDICATES |
| | THAT THIS BUILDING WILL BE FULLY |
| | SPRINKLED.SUBMIT SPRINKLER PLANS |
| | FBC104.3.1.1(5). |
| | |
| | SPRINKLER PLANS NOT PROVIDED.SEE |
| | FBC104.3.1.1(5) AND ATTACHED LETTER FROM |
| | DCA IN REGARDS TO SPRINKLER PLANS |
| | REQUIRED AT TIME OF PERMITTING. |
| | |
| | 11.)HURRICANE SHUTTER STORAGE IS SHOWN |
| | ON THE PLAN (TIRE STORAGE AREA).SEE |
| | ATTACHED IMPLEMENTATION STANDARD FOR |
| | HURRICANE MISSILE IMPACT PROTECTION, |
| | ITEM #13.SUBMIT A PLAN FOR |
| | INSTALLATION FOR REVIEW. |
| | |
| | NOT ADDRESSED.USE OF REMOVABLE |
| | SHUTTERS AND THE INSTALLATION PLAN IS TO |
| | BE APPROVED BY THE BUILDING OFFICIAL. |
| | |
| | |
| | 12.)SEE PROCEDURES, ITEM I, ON THE |
| | ATTACHED STANDARD IN REGARDS TO REQUIRED |
| | INFORMATION.A FORM IS ATTACHED FOR |
| | YOUR CONVENIENCE. |
| | |
| | NOT ADDRESSED.FORM WAS RETURNED BLANK. |
| | |
| | 13.)ONLY ONE ACCESSIBLE EXIT IS SHOWN |
| | FROM THE SERVICE AREA AND THE TIRE |
| | STORAGE FBC11-4.11(3), FBC1004.2.2. |
| | |
| | SAME PLANS PROVIDED.NOTE THAT EXIT 2 |
| | HAS A RAMP, EXITS 3 AND 4 HAVE STEPS. |
| | THE TRANSMITTAL LETTER STATES THAT DOORS |
| | 107 AND 108 ARE ACCESSIBLE EGRESS DOORS. |
| | DOOR 107 IS AN INTERIOR DOOR, IS NOT AN |
| | EXIT.DOOR 108 HAS A STEP DOWN, NOT AN |
| | ACCESSIBLE EXIT. |
| | |
| | 14.)PROVIDE A DETAIL FOR THE SALES |
| | COUNTER, FBC11-7.2. |
| | |
| | NOT ADDRESSED.THE TRANSMITTAL LETTER |
| | STATES THAT THE DETAIL WILL BE PROVIDED |
| | BY THE FIRE PROTECTION CONSULTANT.THIS |
| | IS BEING REQUESTED TO DETERMINE CODE |
| | COMPLIANCE AND IS REQUIRED AS A PART OF |
| | THE PERMITTED SET OF PLANS.ALSO IT IS |
| | UNCLEAR TO ME AS TO WHY A FIRE SPRINKLER |
| | ENGINEER WOULD BE DESIGNING CABINETRY. |
| | |
| | 15.)ADDRESSED. |
| | |
| | 16.)FLORIDA STATE OR LOCAL PRODUCT |
| | APPROVALS REQUIRED FAC9B72 IN ADDITION |
| | TO EVALUATION OR TEST REPORT.SUBMIT |
| | FOR THE FOLLOWING: |
| | |
| | ROOF, FLAT |
| | ROOF, TILE |
| | EIFS SYSTEM |
| | OVERHEAD DOOR |
| | METAL DOORS |
| | FIXED GLASS |
| | STOREFRONT |
| | |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | THE TRANSMITTAL LETTER STATES THAT FIXED |
| | GLASS AND STOREFRONT WERE NOT ATTACHED |
| | DUE TO THE USE OF HURRICANE SHUTTERS. |
| | ALL COMPONENTS AND CLADDING STILL |
| | REQUIRE PRODUCT APPROVALS AS THEY STILL |
| | MUST MEET DESIGN PRESSURE REQUIREMENTS |
| | REGARDLESS OF WHETHER GLAZED COMPONENTS |
| | ARE IMPACT GLASS OR HAVE IMPACT |
| | PROTECTION.SEE FBC1606.2.2, 1606.2.5, |
| | 1707.4.2. |
| | |
| | THE HURRICANE SHUTTER PRODUCT APPROVALS |
| | SUBMITTED MUST INCLUDE THE SCHEDULE FOR |
| | INSTALLATION, SEE ITEM 12. |
| | |
| | THE ROOF TILE NOA IS MISSING STATE |
| | PRODUCT APPROVAL.INCLUDE DOCUMENTS |
| | FROM STATE WEBSITE. |
| | |
| | THE BENCHMARK DOORS STATE PRODUCT |
| | APPROVAL HAS SEVERAL PRODUCTS INCLUDED. |
| | CIRCLE WHICH PRODUCT YOU ARE USING AND |
| | SUBMIT MANUFACTURER SPECS/INSTALLATION |
| | INSTRUCTIONS SO THAT CODE COMPLIANCE CAN |
| | BE DETERMINED. |
| | |
| | THE PRODUCT APPROVALS FOR THE CLOPAY |
| | OVERHEAD DOORS HAS A DESIGN PRESSURE |
| | LIMITATION OF +37/-42.ALSO STATES ON |
| | THE SPEC SHEET THAT IT IS COMPLIANT FOR |
| | 150MPH EXPOSURE B, YOUR BUILDING HAS |
| | BEEN DECLARED AS EXPOSURE D. |
| | |
| | 17.)THE ROOF PRODUCT APPROVAL |
| | SUBMITTED HAS A DESIGN PRESSURE OF -45 |
| | WITH LIMITATION #9 WHICH DOES NOT ALLOW |
| | ENHANCED FASTENING FOR THE PERIMETER AND |
| | CORNER ZONES. |
| | |
| | ON THE NEW ROOF PRODUCT APPROVAL |
| | SUBMITTED, INDICATE WHICH APPROVED |
| | ASSEMBLY YOU ARE INSTALLING. |
| | |
| | 18.)ADDRESSED. |
| | |
| | 19.)PROVIDE DESIGN PRESSURES FOR |
| | COMPONENTS AND CLADDING, ROOF. |
| | |
| | THIS BUILDING HAS BEEN DECLARED AS |
| | 150MPH EXPOSURE D DESIGN.THE DESIGN |
| | PRESSURE FOR A FLAT ROOF, ZONE 3, 150, |
| | EXPOSURE B IS -102.2.SEE FBC TABLE |
| | 1606.2B, FBC1606.2D.THE DESIGN |
| | PRESSURES YOU HAVE PROVIDED ON S0, 59 |
| | FOR END ZONES FOR OPENINGS, 68 FOR END |
| | ZONES FOR ROOF, ARE NOT COMPLIANT FOR |
| | 150MPH EXPOSURE D.PLEASE REVISE OR |
| | CLARIFY AS TO HOW YOU HAVE ARRIVED AT |
| | THESE DESIGN PRESSURES. |
| | |
| | 20.)PROVIDE WIND DESIGN INFORMATION |
| | FBC1606.1.7. |
| | |
| | I WAS UNABLE TO LOCATE THE INFORMATION. |
| | SOME OF THE INFORMATION IS ON THE PLAN |
| | IN VARIOUS PLACES BUT OTHER ITEMS ARE |
| | MISSING. |
| | |
| | NEW COMMENTS: |
| | |
| | 21.)LS1 STATES THAT THIS IS S1 AND M |
| | OCCUPANCY.PLEASE READ FBC305.1.2, |
| | FBC404.3.PLEASE REVISE AFFECTED LIFE |
| | SAFETY REQUIREMENTS. |
| | |
| | SEE ATTACHED FS553.80(2)(B).A 4X PLAN |
| | REVIEW FEE WILL BE CHARGED AS REQUIRED |
| | BY FLORIDA STATE STATUTE IF ITEMS ARE |
| | NOT CORRECTLY ADDRESSED ON THE NEXT |
| | REVIEW. |
| | |
| | |
| | |