Date |
Text |
2004-03-15 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 03060499 |
| ADD: 4017 PINEWOOD AVENUE |
| CONT: PLAN REVIEW- TBA |
| CONTACT: JEFF HALVERSON |
| TEL: (561)659-8040 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1) PROVIDE A UNITY OF TITLE FOR LOTS |
| 20,22,24.1, 24.2,24.3 AND THE ABANDOMENT |
| OF THE RIGHT OF WAY FOR 40TH STREET. |
| THE ACTUAL ENTRY MAY BE OFF THE PROPERTY |
| AND IN THE RIGHT OF WAY. SHEET LS1 SHOWS |
| A ASSUMED PROPERTY LINE BUT NO "ACTUAL |
| PROPERTY LINE". THE ASSUMED PROPERTY |
| LINE INDICATED FOR THE NORTH SIDE OF THE |
| BUILDING IS RIGHT AGAINST THE GAZEBO |
| INDICATE WHAT TYPE OF BLDG THIS WILL |
| BE AND AMOUNT OF OPENINGS TO COMPLY |
| WITH TABLE 600!!!!!!!!!!!!!!!!!!!! |
| |
| 2) THE UNITY OF TITLE TO BE RECORDED AT |
| THE CLERK OF THE COURT AS WELL AS THE |
| PROPERTY APPRAISERS OFFICE. |
| |
| 3A)SHEET 4.1 WEST ELEVATION 4'-0" DIA. |
| FIXED WINDOWS SHALL BE 45 MINUTE OPENING |
| PROTECTIVES, 705.1.1.2.COMMENTS INDICATE |
| 45 MIN. SEE WINDOW SCHEDULE A8. |
| |
| 3B)SHEET A2.1 INDICATE DOOR OPENING |
| NUMBER 126 WHICH HAS A LOUVER, 705.1.1.2 |
| WILL REQUIRE A 45 MINUTE PROTECTIVE. |
| |
| 3C) DISCREPANCY SEE SOUTH SERVICE YARD |
| SHEET A2 INDICATES DOOR# 110 14'-6" FROM |
| THE PROPERTY LINE VS A2.2> 15'. MAY |
| REQUIRE OPENING PROTECTIVES FOR LOUVER |
| IF < 15'-0". |
| |
| 4) SINCE THERE IS NO ESTABLISHED PROPER- |
| TY LINE ON THE NORTH PROPERTY LINE, |
| THIS SAME ISSUE, OPENING PROTECTIVES |
| WILL BECOME A ISSUE. SEE COMMENT # 1. |
| 3A & 3B. |
| |
| 5) 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 I |
| S NOT DEFINITEY 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 P |
| ROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| *****PROVIDE SIGNED & SEALED REPORTS (3) |
| |
| 6) PROVIDE FIRE SPRINKLER PLANS REQUIRED |
| BY TABLE 500 ALLOWED AREA INCREASE FOR |
| SPRINKLERED BUILDINGS AND 903.7.2.4. |
| PROVIDE (3) COPIES. |
| |
| 7) SHEET A2 INDICATES ADA FOR 2 WHEEL- |
| CHAIRS. THE PLANS DO NOT INDICATE WHERE |
| THE COMPANION SEATING IS LOCATED AS |
| REQUIRED IN 11-4.6(3)(F)(I). |
| |
| 8) PLANS DO NOT INDICATE ANY LIFT TO |
| ACCOMPLISH VERTICAL ACCESSIBILITY TO |
| BLEACHERS A WAIVER REQUEST TO BE SUBMIT- |
| TED TO THE STATE IF A LIFT AND COMPANION |
| SEATING NOT PROVIDED TO ALL LEVELS. |
| 11-4.1.2 VERTICAL ACCESSIBILITY, |
| NOTHING IN THIS CODE SHALL BE CONSTRUED |
| TO RELIEVE THE OWNER OF ANY BUILDING, |
| SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| GRADE LEVEL. |
| |
| 9) MENS RESTROOM# 117 DOOR LEADING INTO |
| THE HANDICAPPED STALL REQUIRES 1'-0" |
| FROM THE LATCH SIDE. |
| 11-4.13.6 MANEUVERING CLEARENCES |
| AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| AT DOORS THAT ARE NOT AUTOMATIC OR |
| POWER-ASSISTED SHALL BE AS SHOWN IN |
| FIG. 25. THE FLOOR OR GROUND AREA WITH |
| IN THE REQUIRED CLEARENCES SHALL BE |
| CLEAR & LEVEL. |
| |
| 10) DOOR 6/123 ALSO REQUIERES 18" ON |
| THE PULL SIDE. |
| |
| 11) ACCESSIBLE ELEMENTS & SPACES |
| 11-4.30 SIGNAGE PROVIDE REQUIRED SIGNAGE |
| FOR ALL ACCESIBLE AREAS, 1-6. |
| 11-4.30.7 SYMBOLS OF ACCESSIBILITY SHALL |
| USE THE INTERNATIONAL SYMBOL OF ACCESS- |
| IBILITY. |
| |
| 12) S-3 STRUCTURAL NOTES: WIND LOADS |
| CORRECT 1997 SBC TO 2001 FLORIDA BUILD- |
| ING CODE ND THE WIND ZONE IS 140 MPH, |
| 3 SECOND GUST. |
| |
| 13) CORRECT PROJECT DESIGNED UNDER THE |
| 1997 SBC. |
| |
| 14) DOOR SCHEDULE DOESN'T INDICATE WHAT |
| DOORS REQUIRE PUSH BAR PANIC HARDWARE |
| NOR DOES THE SCHEDULE INDICATE HANDI- |
| CAPPED ACCESSIBLE HARDWARE THE SUPPLIED |
| HARDWARE SPECIFICATION LIST 14 TYPES OF |
| DOORS NOT IDENTIED TO THE PLANS? |
| |
| 15) MISSING THE ATTACHED DETAIL FOR THE |
| BLEACHERS AS ASKED FOR BY PREVIOUS |
| REVIEWER. |
| |
| 16) SHEET S-5 SECTION# 2 INDICATES THE |
| USE OF A SIMPSON ST18 WELDED TO TUBE |
| STEEL, SIMPSON STATES IN THEIR CATALOG |
| PAGE 11, 2004 CAT. INSTRUCTIONS TO IN- |
| STALLERS (F) UNLESS OTHERWISE NOTED |
| SIMPSON CONNECTORS CANNOT BE WELDED. |
| PRODUCE A SEALED LETTER FROM SIMPSONS |
| P. E. STATING WHAT CONDITIONS IF ANY SIM |
| PSON WILL ALLOW WELDING. |
| |
| 17) STRUCTURAL PLANS INDICATE THE USE OF |
| TRUSS ANCHORS BUT NO LOADS ARE GIVEN |
| FOR THE CONNECTORS? |
| |
| 18) COMMENT 13 FROM PREVIOUS REVIEW, |
| THE NEW DETAIL MISSING THE WIRE SIZE, |
| SPACING, NOR THE VERTICAL STUDS INDICATE |
| ATTACHMENT TO THE STRUCTURE ABOVE? |
| |
| 19) COMMENT 14 FROM PREVIOUS REVIEW, |
| SHEET S4 MASONARY NOTE# 4, AND S3 MASON- |
| ARY NOTE# 2 "STILL" DO NOT AGREE CORRECT |
| THE S4 NOTE, 8" BLOCK CAN NOT HAVE BOTH |
| VALUES. |
| |
| 20) COMMENT 15 FROM PREVIOUS REVIEW, |
| SHEET S4 CALLS OUT SSTD 12-97, THE FBC |
| INVOKES 12-99. SEE FBC 35. THIS NOTE |
| STILL NOT CHANGED! |
| |
| 21)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 FIXED & OPERATIBLE |
| B) DOORS,GLAZED SOLID AND LOUVERED |
| C) LOUVERS |
| D) ROOFING ASSEMBLIES, ALL TYPES USED |
| E) TRUSS ANCHORS |
| *****IMPORTANT****** |
| 22)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 |
| |
| 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. |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| DESCRIPTION OF THE REVISION MADE, IDEN- |
| TIFYING THE SHEET OR SPECIFICATION PAGE |
| WHERE THE CHANGE CAN BE FOUND WILL HELP |
| TO EXPEDITE YOUR PERMIT. THANK YOU FOR |
| YOUR ANTICIPATED COOPERATION. |
| JIM WITMER |
| BUILDING PLAN REVIEW |
| (561)805-6715 |