| Date |
Text |
| 2004-03-09 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04020284 |
| | ADD: 3308 45TH STREET |
| | CONT: STEVE THOMPSON |
| | TEL: (561)758-3323 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | PHASE (1) |
| | |
| | NOTE: UNLESS WORK WILL START WITHIN |
| | 6 MONTH OF EACH OTHER A SEPERATE PERMIT |
| | WILL BE REQUIRED, ALSO CONSIDER WHEN A |
| | CERTIFICATE OF OCCUPANCY WILL BE |
| | ISSUED,WHEN BOTH PHASES ARE COMPLETE. |
| | |
| | 1) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 2) PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE |
| | REQUIRESAN ADDITIONAL 6". FINISH FLOOR |
| | ELEVATIONMINIMUM OF 16'-6" A-8 ZONE. |
| | |
| | 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL |
| | IS NOT DEFINITEY KNOWN, OR IS IN |
| | QUESTIONTHE BUILDING OFFICIAL MAY |
| | REQUIRE EXPLORATIONS, TEST OR OTHER |
| | ADEQUATE PROOF AS TO THE PERMISSIBLE |
| | SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL |
| | PROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. |
| | |
| | 3) 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. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | 61G16.004 ARCH FIRM ADDRESS AND THE |
| | FIRMS LICENSE NUMBER REQUIRED ON THE |
| | TITLE BLOCK. |
| | |
| | 4) PROVIDE THE UNITY OF TITLE FOR: |
| | 74-42-43-01-02-000-0890 |
| | 74-42-43-01-02-000-0490 |
| | 74-42-43-01-02-000-0550 |
| | OTHERWISE THERE WILL BE PROPERTY LINES |
| | THROUGH BUILDINGS REQUIRING RATED WALLS |
| | AND NO COMMUNICATING OPENINGS BETWEEN |
| | BUILDINGS, SEE TABLE 600. |
| | |
| | 5) BLDG TYPE PLANS INDICATE A TYPE IV |
| | (1HR) ""UNPROTECTED"" EITHER UNPROTECTED |
| | OR (1HR) PROTECTED. FOR THIS REVIEW THE |
| | INTERPETATION AS "1HR PROTECTED/UNSPRINK |
| | LERED".SEE TABLE 600 FOR 1 HR RATING ON |
| | BEAMS, GIRDERS AND TRUSSES!!!! |
| | |
| | 6)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | DISCREPANCY, BETWEEN THE SITE PLAN AND |
| | THE FLOOR PLAN, THE PHASE 1 BUILDING |
| | INDICATES THE USE OF A MEZZANINE ON THE |
| | SITE PLAN NOT SHOWN ON THE FLOOR PLAN? |
| | |
| | 7) SHEET A-1.1 CORRECT THE MAXIMUM |
| | TRAVEL DISTANCE FOR UNSPRINKLERED BLDG. |
| | |
| | 8) DISCREPANCY FLOOR PLAN VS THE EAST/ |
| | WEST ELEVATIONS. THE ELEVATION WITH THE |
| | (4) LOUVERS IN THE WALL SHALL REQUIRE |
| | OPENING PROTECTIVES, 705.1.1.2. |
| | |
| | 9) 1503.4.3. ROOF DRAINS, GUTTERS, |
| | SCUPPERS AND LEADERS SHALL BE SIZED |
| | AND DISCHARGED IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 10) 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. |
| | |
| | 11)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: |
| | A) OVERHEAD DOORS |
| | B) SWING EXTERIOR DOORS |
| | C) ROOFING ASSEMBLIES |
| | D) LOUVER( FIRE RATED 45MIN.) |
| | |
| | 12) 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 |
| | |
| | 13) PLEASE NOTE THAT THE STEM WALL |
| | SHALL ALSO BE TREATED FOR TERMITES AS |
| | WELL AS SLAB. |
| | |
| | 14) SHEET S-1 INDICATES A NOTE WHERE |
| | ADDITIONAL VERTICAL REBAR IS NECESSARY, |
| | BUT NOTHING IS INDICATED FOR THE NORTH |
| | AND SOUTH WALLS. |
| | |
| | 15) SHEET A-5 INDICATES A TYPICAL WOOD |
| | FRAME WALL SECTION WITH WINDOW, IF NOT |
| | PART OF THIS PLAN REMOVE, IT IS OUTDATED |
| | WITH THE USE OF "HUGHES FASTENERS", |
| | OUT OF BUSINESS SINCE 1999. |
| | |
| | 16) PROVIDE INFORMATION AS WHAT WILL BE |
| | FABRICATED, SICE FACTORY OCC, WHAT |
| | TYPE OF FUTURE EQUIPMENT WILL BE USED? |
| | |
| | PHASE II |
| | |
| | THE FIRST 5 COMMENTS FROM PHASE I ALSO |
| | PERTAIN TO THIS REVIEW. |
| | |
| | 1) THE PLANS DO NOT INDICATE THE BLDG |
| | TYPE? PROTECED OR UNPROTECTED? FOR |
| | REVIEW PUPPOSES SINCE THE 1ST PHASE WAS |
| | TYPE IV 1 HR PROTECTED THIS REVIEW WILL |
| | TAKE THE SAME ASSUMPTION. |
| | |
| | 2) SHEET A-3 INDICATES THE USE OF 5/8" |
| | FIRE SISTANT PLYWOOD TABLE 600 FOOTNOTE |
| | "E" INDICATES THAT THE WOOD BE " FIRE |
| | RETARDANT TREATED WOOD" THE PLANS ONLY |
| | INDICATE THE PLYWOOD, THE WOOD TRUSSES |
| | ALSO MUST MEET THIS REQUIREMENT. |
| | |
| | 3) 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: |
| | A) WINDOWS |
| | B) MULLIONS VERTICAL |
| | C) SWING GLAZED DOORS |
| | D) SWING EXTERIOR DOORS/ NO GLAZING |
| | E) OVERHEAD DOORS |
| | F) STORM SHUTTERS IF GLAZING IS NOT |
| | LARGE MISSLE TESTED |
| | G) ROOFING ASSEMBLIES FOR FLAT AND |
| | METAL ROOFING |
| | H) TRUSS STRAPPING |
| | |
| | 4)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- |
| | |
| | 5) STRUCTURAL SHEET S-2 SECTION# 5, |
| | THE ARCHITECT TO ADD INFORMATION AFTER |
| | THE PLANS ARE PRINTED MUST SIGN NOT |
| | INTIAL PLANS AND DATE WHEN CHANGE IS |
| | MADE. WE ALSO NEED THE LOADS THAT THE |
| | STRAPIS TO HOLD, UPLIFT, GRAVITY OR |
| | HORIZONTAL LOADS. 1606.1.5 MAIN FORCE |
| | RESISTING SYSTEM. PROVIDE THE DIMENSIONS |
| | ON THE TRUSSES.WXH |
| | |
| | 6) 2309.7.1 PROVIDE ATTIC VENTILATION. |
| | |
| | 7)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. |
| | |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
