| Date |
Text |
| 2007-08-17 06:04:20 | |
| | |
| | |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 05110189 |
| | ADD: 2025 N. DIXIE HWY |
| | CONT: GR CONCEPTS |
| | TEL: (561)743-0066 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW 3RD |
| | ACTION: DENIED |
| | |
| | --- 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. |
| | |
| | 1) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | AT THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. 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. |
| | |
| | 2) OK |
| | |
| | 3) OK |
| | |
| | 4) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION |
| | THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | ------------------------------------- |
| | ) NUMBER OF FLOORS |
| | ) SPACE/ FL |
| | ) SQ. FT. FOOTPRINT |
| | ) SQ. FT. UNDER ROOF (TOTAL) |
| | ) OCCUPANT LOAD |
| | ) FLOOD ZONE |
| | ) FLOOD ELEVATION |
| | )L.O.M.R. |
| | |
| | 5) WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCTS 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. |
| | PRODUCTS WITH STATEWIDE APPROVAL ARE |
| | REQUIRED TO BE SUBMITTED WITH A COVER |
| | SHEET THAT LISTS THE PRODUCT IDENTITY |
| | NUMBER FROM THE STATE.SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG. NOTE: THE |
| | PRODUCT APPROVALS FOR THE DOORS AND WINDOWS ARE |
| | EXPIRED. SUBMIT NEW AND |
| | UP-DATED PRODUCT APPROVALS FOR THE |
| | DOORS/WINDOWS/SHUTTERS/ROOFING MATERIALS |
| | ETC. |
| | NEW*** TWO SETS OF PRODUCT APPROVALS SHALL BE SUBMITTED |
| | FOR EACH PRODUCT.THE PRODUCT APPROVAL FOR THE |
| | ROOFING. |
| | FBC 1609.6.2.2 THE SYSTEM SELECTED |
| | FROM THE SUBMITTED FLAT ROOF PRODUCT |
| | APPROVAL NOA HAS A MAXIMUM DESIGN |
| | PRESSURE OF LESS THAN -89 PSF AND CITES |
| | GENERAL LIMITATION #9 (SEE PAGE 12_ OF |
| | _41_).GENERAL LIMITATION #9 PROHIBITS |
| | RATIONAL ANALYSIS OR EXTRAPOLATION TO |
| | ENHANCE THE UPLIFT PRESSURE AT PERIMETER |
| | AND CORNER AREAS BY REDUCING THE |
| | FASTENER SPACING IN THESE AREAS.EITHER |
| | SELECT AN ALTERNATIVE SYSTEM (OR PRODUCT |
| | APPROVAL) THAT DOES NOT CITE GENERAL |
| | LIMITATION #9.ALTERNATIVELY IF THE |
| | SELECTED SYSTEM DOES CITE GENERAL |
| | LIMITATION #9, IT MUST HAVE A MAXIMUM |
| | DESIGN PRESSURE THAT EXCEEDS THE |
| | PRESSURE IN ROOF ZONE 3 (TYPICALLY -89 |
| | PSF FOR MEAN ROOF HEIGHT OF 30 FEET OR |
| | LESS). |
| | |
| | 6) OK |
| | |
| | 7) 13-103.1.2 THE BUILDING OWNER, THE OWNER'S |
| | ARCHITECT, OR OTHER AUTHORIZED AGENT LEGALLY DESIGNATED |
| | BY THE OWNER SHALL CERTIFY THAT THE BUILDING IS IN |
| | COMPLIANCE WITH THE CODE, AS PER SECTION 553.907, |
| | FLORIDA STATUTES, PRIOR TO RECEIVING THE PERMIT TO |
| | BEGIN CONSTRUCTION OR RENOVATION. |
| | IF, DURING THE BUILDING'S CONSTRUCTION OR RENOVATION, |
| | ALTERATIONS ARE MADE IN THE BUILDING?S DESIGN OR IN |
| | MATERIALS OR EQUIPMENT INSTALLED IN THE BUILDING WHICH |
| | WOULD DIMINISH ITS ENERGY PERFORMANCE, AN AMENDED COPY |
| | OF THE COMPLIANCE CERTIFICATION SHALL BE SUBMITTED TO |
| | THE BUILDING OFFICIAL ON OR BEFORE THE DATE OF FINAL |
| | INSPECTION BY THE BUILDING OWNER OR HIS OR HER LEGALLY |
| | AUTHORIZED AGENT. |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED, THE SUBMITTED |
| | ENERGY CODE COMPLIANCE FORMS SHALL BE SIGNED BY THE |
| | BUILDING OWNER, THE |
| | OWNER?S ARCHITECT OR OTHER AUTHORIZED AGENT LEGALLY |
| | DESIGNATED BY THE OWNER. |
| | |
| | 8) OK |
| | |
| | 9) OK |
| | |
| | 10) OK |
| | |
| | NO RESPONSE**** |
| | 11) EXPLAIN WHAT TYPE OF WORK IS CARRIED OUT IN THE |
| | WORKSHOP AREA. WHAT TYPE OF MATERIAL WILL BE DISPLAYED |
| | IN THE SHOW ROOMS? THE BUILDING OCCUPANCY MAY CHANGE |
| | DUE TO THE USE OF THE WORKSHOP AND OTHER AREAS IN THE |
| | BUILDING. |
| | |
| | 12) OK |
| | |
| | 13) OK |
| | |
| | 14) OK |
| | |
| | NEW************ |
| | |
| | A)SHEET 3.1 THE DIMENTIONS FOR F-I ON THE FOUNDATION |
| | LEGEND DO NOT MATCH DETAIL #3 ON SHEET 8.2. CLARIFY. |
| | |
| | B)GEOTECHNICAL TESTING LAB RECOMEND THAT THE MINIMUM |
| | CONTINOUS FOOTING WIDTH BE 30". THE CONTINOUS FOOTING |
| | ON SHEET 3.1 SHOWS A 20" WIDTH. THE TESTING LAB REPORTS |
| | SHALL NOT BE IGNORED. |
| | |
| | C)A FRAMING HEADDER DETAIL FOR THE NEW 3 FOOT OPENING |
| | CONNECTING THE BUILDINGS IS REQUIRED. SEE SHEET 4.1 |
| | |
| | D)HOW CAN THE FOUNDATION /FLOOR AND ROOF PLAN HAVE |
| | THE SAME DETAIL? #3 SHEETS 8.1. SEE PAGES 3.1 / 4.1 AND |
| | 6.1. FBC 106.1.1 CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOACTION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. |
| | |
| | E)FBC TABLE 1607.1 IF THE MEZZANINE IS USED AS OFFICE |
| | SPACE THE DESIGN FLOOR LOAD SHALL BE 50 PSF. INDICATE |
| | THE STAIRS FLOOR LOAD ON THE PLANS. |
| | |
| | F)FBC 903.2.6 IF THE BUILDING IS DECLEARED AS GROUP M |
| | THERE IS A POSSIBILITY IT WILL REQUIRE A SPRINKLER |
| | SYSTEM ACCORDING TO THIS SECTION. |
| | |
| | G)FBC. 302.3WHEN A BUILDING IS OCCUPIED BY TWO OR |
| | MORE USES NOT INCLUDED IN THE SAME OCCUPANCY |
| | CLASSIFICATION, THE BUILDING OR PORTION THEREOF SHALL |
| | COMPLY WITH SECTION 302.3.1 OR 302.3.2. |
| | |
| | H)FBC. 1607.7.1 HANDRAIL ASSEMBLIES AND GURADS SHALL |
| | BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY |
| | DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH |
| | THE STRUCTURE. |
| | |
| | I)FBC. 1607.7.1.1 THE GUARD RAIL SHALLBE ABLE TO |
| | RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS. SHOW |
| | IN DETAIL HOW THESE REQUIREMENTS WILL BE MET. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | (561)805-6726 |
| | [email protected] |
