| Date |
Text |
| 2007-04-05 10:22:51 | BUILDING PLAN REVIEW |
| | PERMIT: 06090243 |
| | ADD: 5312 BROADWAY |
| | CONT: 3-D HOMES, INC |
| | TEL: (561)662-9327 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | EX FL BLD CODE= 2004 EXISTING BUILDING |
| | CODE |
| | |
| | 2NDREVIEW |
| | 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 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. |
| | |
| | 2-8 COMPLIED. |
| | |
| | 9)SEE PLUMBING REQUIREMENTS FOR NEW RESROOM. |
| | |
| | 10-15) COMPLIED, |
| | |
| | 16) STAGE AND PLATFORMS, YOU CAN'T JUST QUOTE THE CODE |
| | SECTION, OF WHAT MATERIALS WILL THIS STAGE BE BUILT, |
| | WHAT IS THE SAFE BEARING LOAD OF THE STAGE? |
| | |
| | 17A) JANITORS CLOSET AT THE BASE OF STAIRS, 1019.1.5 TO |
| | BE 1 HR FIRE RATED PROVIDE WHAT ASSEMBLY TYPE WILL BE |
| | USED? |
| | |
| | 18) COMPLIED. |
| | |
| | 19) 2ND REQUEST, THE FIRST FLOOR INDICATEDA NEW |
| | PAIR OF EXTERIOR DOORS. |
| | 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. |
| | |
| | 1714.5.3 EXTERIOR DOOR ASSEMBLIES. |
| | EXTERIOR DOOR ASSEMBLIES NOT COVERED BY |
| | SECTION 1715.4.2 OR SECTION 1714.5.3.1 |
| | SHALL BE TESTED FOR STRUCTURAL INTEGRITY |
| | IN ACCORDANCE WITH ASTM E 330 PROCEDURE |
| | A, AT A LOAD OF 1.5 TIMES THE REQUIRED |
| | DESIGN PRESSURE LOAD. THE LOAD SHALL BE |
| | SUSTAINED FOR 10 SECONDS WITH NO |
| | PERMANENT DEFORMATION OF ANY MAIN FRAME |
| | OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT |
| | OF ITS SPAN AFTER THE LOAD IS REMOVED. HIGH-VELOCITY |
| | HURRICANE ZONES SHALL |
| | COMPLY WITH TAS 202. AFTER EACH |
| | SPECIFIED LOADING, THERE SHALL BE NO |
| | GLASS BREAKAGE, PERMANENT DAMAGE TO |
| | FASTENERS, HARDWARE PARTS, OR ANY OTHER |
| | DAMAGE WHICH CAUSES THE DOOR TO BE |
| | INOPERABLE. |
| | 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 |
| | |
| | 20)FL BLD CODE 1609.1.4: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXTERIOR SWING DOORS PROVIDE THE CORRECT REPORT THAT |
| | TIES TO THE FL REPORT# 4553/ THE REPORT SHOULD BE UL |
| | 4553 SEE PDF FILE! |
| | |
| | 21) 2ND REQUEST, WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT 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. |
| | |
| | 22) THE NEW WING WALL ON THE BACK EXTERIOR OF BUILDING |
| | THAT SEPERATES THE 2ND FLOOR STAIR FROM THE NEW EXIT |
| | REAR OF CHURCH PROVIDES LESS THAN 44" CREATES BOTTLE |
| | NECKING EFFECT, CAN'T REDUCE THE EXIT FLOW. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
