| Date |
Text |
| 2005-06-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:04120942 |
| | ADD: 2010 PONCE DE LEON AV |
| | CONT: TAYCON CONSTRUCTION |
| | TEL: (561)718-3045 |
| | 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 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 BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A1.1.0 BUILDING DATA, MISSING |
| | INFORMATION FROM TABLE 500, BUILDING |
| | TYPE VI, IS PROVIDED, UNPROTECTED IS |
| | PROVIDED, BUT THE DECLARATION FOR |
| | INCREASE IN HEIGHT, FOOTNOTE "H" IS |
| | MISSING, TO ACCOMADATE THE STORY |
| | INCREASE (3 STORY). |
| | |
| | 2A) COMMENT # 1 FROM THE PREVIOUS REVIEW |
| | DEALS WITH THE REMOVAL OF THE WORDING |
| | "TOWNHOUSE OR TOWNHOMES", THIS |
| | TERMINOLOGY IS INDICATED ON THE SOILS |
| | REPORT. |
| | |
| | 2B) SOILS REPORT INDICATES THAT THEY ARE |
| | FOR 200-212 SW 9TH AVENUE FT LAUDERDALE |
| | |
| | 2C) 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 DEFINITLY KNOWN OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, 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. |
| | |
| | 2D) SOILS REPORTS ARE TO BE ORIGINALS |
| | WITH RAISED SEAL & SIGNATURES. 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 |
| | |
| | 3) COMMENT # 4 FROM THE PREVIOUS REVIEW, |
| | FL BLD CODE CHAP 13 ENERGY EFFICENCY |
| | PROVIDE ENERGY CALS, THE GENERAL PROJECT |
| | DATA REPORT IS A COPY WITH THE DESIGN |
| | PROFESSIONALS COPIED SIGNATURE. |
| | 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 |
| | |
| | 4) DEALS WITH THE COMMENT# 12 FROM THE |
| | PREVIOUS REVIEW, SEE 411.2.6 FOR |
| | OCCUPANCY SEPERATION REQUIRED FROM THE |
| | HABITABLE AREAS TO THE GARAGE (R2), THE |
| | DOOR SCHEDULE HAS WHITE OUT ON THE |
| | SCHEDULE FOR THESE DOORS, THE SECOND |
| | ISSUE IS FOR THE (1) HR RATED WALL PLANS |
| | INDICATE A "C" LABEL DOOR, TABLE 705.1.2 |
| | INDICATES OPENING PROTECTIVES IN MINUTES |
| | AND HOURS, PLEASE CORRECT. |
| | |
| | 5) COMMENT# 15 FROM THE PREVIOUS REVIEW, |
| | S-6 TRUSS ANCHORS REQUIRE LOAD |
| | REDUCTIONS, 1609.4.3, DETAIL "A",GOOD |
| | FOR 11,150 NOT 12,340 SEE 2005 USP |
| | CATALOG. |
| | |
| | 6) COMMENT# 17 FROM THE PREVIOUS REVIEW, |
| | S-7 ROOF UPLIFT PRESSURES ARE STILL LOW |
| | USE TABLE 1606.2B , ROOF ANGLES > 10-30 |
| | DEGREES, WITH MULTIPLIER FROM TABLE |
| | 1606.2D "B" = 1.05 FOR 33.83' MEAN ROOF |
| | HEIGHT. |
| | |
| | 7) COMMENT# 18 FROM THE PREVIOUS REVIEW, |
| | EITHER THE ARCH OR STRUC SHEETS (ELE) |
| | INDICATE THE POS & NEG PRESSURES FOR |
| | OPENINGS, INCLUDE ENDZONES AND INTERIOR |
| | ZONES, AND MULTIPLIER FOR 33.83 MEAN |
| | ROOF HEIGHT. |
| | |
| | 8)COMMENT# 19 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 |
| | |
| | 9)COMMENT# 20 FROM THE PREVIOUS REVIEW, |
| | 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) EXTERIOR DOORS THE TESTING REPORT |
| | FOR THERMA-TRU DOORS WILL REQUIRE |
| | LOCAL PRODUCT APPROVAL, THE |
| | MANUFACTURER IS TO FILL OUT THIS |
| | |
| | FORM. |
| | B) TRUSS ANCHORS: PROVIDE THE FLORIDA |
| | COVERSHEET FOR, FL 821.8, FL 815.11 |
| | & FL 2620.6. |
| | C) ROOF ASSEMBLIES:PRODUCT SUBMITTED |
| | ENGLERT INC. LOW PRESSURE FOR ZONE# 3. |
| | DEPENDING ON WHICH APPLICATION WHICH |
| | NONE ARE MARKED AS TO WHICH WILL BE |
| | USED, MAY HAVE PRESSURE LIMITATION OF |
| | -52.5. |
| | THE SECOND ISSUE IS THE DESIGN |
| | PROFESSIONAL SPECIFIES A DIFFERENT |
| | MANUFACTURER ON THE ELEVATIONS. |
| | |
| | 10)COMMENT# 23 FROM THE PEVIOUS REVIEW, |
| | 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. |
| | |
| | 11) NEW COMMENT, DEALS WITH THE POOL; |
| | |
| | 11A) THE LOCATION OF THE POOL VS THE |
| | LOCATION AND CHANGE IN ELEVATION FOR THE |
| | |
| | BALCONY FOOTINGS. SEE1803.1.3 |
| | EXCAVATION FOR ANY PURPOSE SHALL NOT |
| | EXTEND WITHIN 1 FT OF THE ANGLE OF |
| | REPOSE OR NARURAL SLOPE OF THE SOIL |
| | UNDER ANY FOOTING OR FOUNDATION, UNLESS |
| | SUCH FOOTING OR FOUNDATION IS FIRST |
| | PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT. |
| | |
| | 11B) ALSO DEALS WITH THE LOCATION OF THE |
| | |
| | POOL VS. LIVING ROOM WINDOWS. 424.17.1.9 |
| | (1) POOLS AND SAFETY ALARMS. |
| | |
| | NOTE :REVERSED |
| | |
| | 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
