| Date |
Text |
| 2005-02-16 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04110993 |
| | ADD:5405 N HAVERHILL RD PH# 1 |
| | CONT:NORTON CONSTRUCTION |
| | TEL:(561)252-0590 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2ND REVIEW |
| | ACTION: DENIED |
| | |
| | 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. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2)COMMENT #5 FROM THE PREVIOUS REVIEW: |
| | FBC* 105.3RESIDENT INSPECTOR. SUBMIT |
| | INSPECTOR RESUME' AND LICENSE DOCUMENTS |
| | TO HAROLD PISKURA, DIRECTOR OF THE |
| | RESIDENT INSPECTOR PROGRAM.A RESIDENT |
| | INSPECTOR PROGRAM IS REQUIRED, ON THIS |
| | PROJECT, DUE TO ONE OR MORE OF THE |
| | FOLLOWING: |
| | - BUILDINGS/ADDITIONS OF TYPE I OR II |
| | CONSTRUCTION |
| | - ANY MAJOR STRUCTURAL ALTERATIONS |
| | - STRUCTURES IN WHICH THE CONCRETE |
| | DESIGN IS BASED ON COMPRESSIVE |
| | STRENGTH (F'C) IN EXCESS OF 3000 PSI |
| | - PILE DRIVING |
| | - BUILDINGS OVER 20,000 SQFT IN AREA |
| | - BUILDINGS OVER 2 STORIES IN HEIGHT |
| | - BUILDING/STRUCTURES OF UNUSUAL DESIGN |
| | OR METHODS OF CONSTRUCTION |
| | |
| | 3) COMMENT #6 FROM THE PREVIOUS REVIEW: |
| | 106.4.2 STORAGE & FACTORY- INDUS- TRIAL |
| | OCCUPANCIES. IT SHALL BE THE |
| | RESPONSIBILITY OF THE OWNER, AGENT, |
| | PROPIETOR OR OCCUPANT OF GROUP S AND |
| | GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| | WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| | TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| | TECT OR ENGINEER IN COMPUTING THE SAFE |
| | FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| | TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| | DAVIT FROM THE ARCHITECT OR ENGINEER |
| | STATING THE SAFE ALLOWABLE FLOOR LOADS |
| | ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| | COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| | AS A PERMANENT RECORD OF THE BLDG DEPT. |
| | |
| | 4) COMMENT #8 FROM THE PREVIOUS REVIW: |
| | PLEASE PROVIDE THE MINIMUM BLDG DESIGN, |
| | THIS BLDG IS DESIGNED? |
| | A0.01 UNDER ALLOWABLE HEIGHT AND |
| | BUILDING AREA INDICATES 72,000 SQ FT |
| | BUT THE BLDG TYPE: IS TYPE V UNPROTECTED |
| | FULLY SPRINKLERED. THIS RATING IS GOOD |
| | FOR ONLY 48,000 SQ FT.AGAIN HOW ARE YOU |
| | COMPLYING WITH TABLE 500? THE TOTAL SQ |
| | FT( INCLUDING MEZZANINE) IS 65,199 SQ |
| | FT. IF AREA INCREASES WERE TAKEN PROVIDE |
| | THE CALCULATION! DO NOT FORGET THE AREA |
| | OF THE MEZZANINE TO BE INCLUDED FOR |
| | TOTAL AREA OF BUILDING. SEE DEFINITION |
| | OF AREA GROSS. |
| | |
| | 5) COMMENT #9 FROM THE PREVIOUS REVIEW |
| | DEALS WITH TERMIT PROTECTION |
| | REQUIREMENTS FOUND IN CHAPTERS OTHER |
| | THAN FOR TREATMENT OF SOILS: |
| | 1503.4.4 PROTECTION AGAINST DECAY & |
| | TERMITES. CONDENSATE LINES & ROOF DOWN |
| | SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| | AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| | TENSIONS, OR SPLASH BLOCKS. |
| | |
| | 6A)COMMENT #15 FROM THE PREVIOUS REVIEW: |
| | 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 |
| | |
| | 6B) NOT A CODE ISSUE BUT REFRENCED IN |
| | THE PLANS THE ARCHITECT OF RECORD IS TO |
| | REVIEW AND APPROVE ALL COMPONENTS & |
| | CLADDING. |
| | |
| | 6C) THE PRODUCT APPROVALS FOR PGT FIXED |
| | WINDOWS (2) REPORTS SUBMITTED ONE FOR |
| | LARGE MISSLE RATED GLASSOR NOT RATEDAND |
| | A SECOND REPORT F6000, EACH SECTION HAS |
| | DIFFERENT PRESSURES, INDICATE WHICH |
| | REPORT IS TO BE USED AND WHICH GLAZING |
| | SYSTEM WITH ASSOCIATED PRESSURES. |
| | |
| | 6D) 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: |
| | 1) WINDOWS FIXED OR(STOREFRONT- NOT |
| | |
| | SUBMITTED) |
| | 2) MULLIONS- NOT SUBMITTED |
| | 3) EXTERIOR DOORS |
| | 4) GARAGE DOORS- NOT SUBMITTED |
| | 5) STORM SHUTTERS- NOT SUBMITTED |
| | 6) ROOFING ASSEMBLIES |
| | |
| | 7)FL BLD CODE 104.2.1.2* |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY, A9.03 THE WINDOW SCHEDULE |
| | INDICATES THE USE OF IMPACT GLAZING, |
| | THEN NOTE #1 INDICATES THE USE OF STORM |
| | SHUTTERS, WHICH SHALL BE USED?CLARIFY. |
| | |
| | 8A)COMMENT #16 FROM THE PREVIOUS REVIEW: |
| | A9.03 PLANS INDICATE THE USE OF STORM |
| | SHUTTERS, SEE CITY INTERPRETATION ON THE |
| | STANDARD FOR HURRICANE MISSLE IMPACT |
| | PROTECTION, QUESTION #13, DEALING WITH |
| | THE "PRESTORMHURRICANE PREPAREDNESS |
| | PLAN" SUBMIT WITH NEXT REVIEW. |
| | |
| | 8B) PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH |
| | SPECIFIC ANCHORS AND MOUNTING TO BE USED |
| | FOR ALL NON-IMPACT GLAZING.INDICATE |
| | WHERE SHUTTERS SHALL BE STORED.FBC |
| | 1606.1.4. |
| | |
| | 8C) FL BLD CODE 2001 SECTION 103.6, |
| | 1606.1.4, 1707.4 & 3401.7.2.4. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING |
| | OPENING SIZES, STORY HEIGHTS, UNIT MARK |
| | NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM |
| | BAR REINFORCING REQUIREMENTS, WALL PRES- |
| | SURE ZONES, SLAT TYPES, ETC., SHALL BE |
| | SUBMITTED AT TIME OF PERMIT APPLICATION |
| | TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | |
| | 9) 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 |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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