| Date |
Text |
| 2004-12-22 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 04111073 |
| | ADD: 300 PEMBROKE PLACE |
| | CONT: THE WEITZ CO |
| | TEL: (561)310-2723 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | |
| | NOTES: SINCE THIS PROJECT IS A |
| | THRESHOLD |
| | |
| | BUILDING (3) COPIES OF ALL PLANS, |
| | PRODUCT APPROVALS & SUBMITTALS WILL BE |
| | REQUIRED. |
| | |
| | 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)W.P.B. AMENDMENT 105.13.4.4 ALL |
| | PLANS FOR THE BUILDING WHICH ARE |
| | REQUIRED TO BE SIGNED AND SEALED BY THE |
| | ARCHITECT OR ENGINEER OF RECORD CON- |
| | TAIN A STATEMENT THAT, TO THE BEST OF |
| | THE ARCHITECT'S PR ENGINEER'S |
| | KNOWLEDGE, |
| | THE PLANS AND SPECIFICATIONS COMPLY |
| | WITH |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 2) PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | |
| | 3)FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | PHASING I/ II. THERE ARE VARIOUS ISSUES |
| | THAT WILL NEED TO BE ADDRESSED BEFORE |
| | PHASING WILL BE APPROVED VS. APPROVAL |
| | FOR A SEPERATE PERMIT FOR A REMODELING |
| | AND ADDITION PREMIT FOR THE WORK TO BE |
| | ACCOMPLISHED UNDER PHASE II. |
| | 3A) I DO NOT BELIEVE AFTER THE WORK |
| | COMPLETED UNDER PHASE I AND A TCO( |
| | PARTIAL AND OR CONDITIONAL CERTIFICATE |
| | OF OCCUPANCY)IS ISSUED, THE WORK ON THE |
| | SECOND PHASE CAN BE COMPLETED WITHIN |
| | THE |
| | 30 DAYS ALOTTED FOR |
| | A TCO. TWO 30 DAYS EXTENTIONS MAY BE |
| | GRANTED ALLOWING A 90 DAY WINDOW TO |
| | COMPLETE THE 2ND PHASE. |
| | TWO SEPERATE PERMITS MAY BE THE |
| | SOLUTION, ONE FOR THE NEW WORK WITH THE |
| | TWO HR WALL INCLUDED A SECOND FOR THE |
| | REMODEL OF THE EXISTING BUILDING AND |
| | ADDITION TO THE EXISTING LIBRARY. |
| | 3B) THE SECOND CONCERN IS WHEN WORK IN |
| | PHASE I HAS COMMENCED WILL THE EXISTING |
| | LIBRARY STILL BE USED? IF SO INDICATE |
| | EGRESS TO AND FROM BUILDING VS WORK AND |
| | STORAGE AREAS OF PHASE I. |
| | 3C) THE THIRD MAJOR CONCERN WILL BE |
| | HOW THE SMOKE CONTROL FOR THE ATRIUM |
| | WILL WORK. PHASE INDICATES THE USE OF |
| | SMOKE CONTROL, BUTWHEN PHASE II IS |
| | COMPLETE AND THE TEMPORARY WALL IS DOWN |
| | THE PHAASE 1 & PHASE II WILL MAKE ONE |
| | LARGE ATTRIUM WITH NO SMOKE CONTROL |
| | INDICATED FOR THE OCTOGON PORTION OF |
| | THE |
| | |
| | ATRIUM. |
| | 3D) THE FOURTH CONCERN WOULD BE THAT |
| | PHASE I BE COMPLETED AND THE COLLEGE |
| | DECIDE NOT TO DO PHASE II THUS |
| | REQUIRING |
| | NOT A 2 HR WALL BUT A 4HR WITH PROBLEMS |
| | |
| | DEALING WITH EGRESS. THERE IS NO |
| | INSURANCE PHASE II WILL HAPPEN. |
| | POSSIBLY |
| | POST A BOND FOR PHASE II AGAIN UNDER A |
| | SEPERATE PERMIT. |
| | |
| | 4)SHEET A1.02, THE NORTH STAIRWELL DOOR |
| | 1S1,THERE IS NO FIRE RATING. |
| | |
| | 5) SHEET S-1 NOT SHOWN ON DOOR |
| | SCHEDULE. |
| | |
| | 6) SHEET A7.01 DETAILS 1-4 NORTH |
| | STAIRWELL TOWER: WINDOWS (L&M) REQUIRE |
| | RATING 1006.1.3.2. |
| | |
| | 7)SHEET A 2.03 BUTT GLAZING: |
| | PROVIDE ENGINEERING FOR BUTT GLASS |
| | ASSEMBLIES PER 2001 FBC 2406.2. |
| | |
| | 8) 11-4.4.2 HEAD ROOM. WALKS, HALLS, |
| | CORRIDORS, PASSAGEWAYS, AILES OR OTHER |
| | CIRCULATION SPACES SHALL HAVE 80 INCHES |
| | MINIMUM CLEAR HEAD ROOM (SEE FIGURE |
| | 8(A)). IF VERTICAL CLEARENCE OF AN AREA |
| | ADJOINING AN ACCESSIBLE ROUTE IS |
| | REDUCED |
| | TO LESS THAN 80 IN. (NOMINAL |
| | DIMENSION), A BARRIER TO WARN BLIND OR |
| | VISUALLY IMPARED PERSONS SHALL BE |
| | PROVIDED. (SEE FIGURE 8(C-1)). SEE |
| | STAIRWELL# 1 FIRST FLOOR. |
| | |
| | 9) PLEASE INDICATE THE EXITING FOR |
| | STAIRWELL# 2, ELEVATOR# 2 AND THE GRAND |
| | STAIRWAY LEADING TO THE OCTOGON PORTION |
| | (PHASE II) OF THE BUILDING. |
| | |
| | 10) A2.00 MISSING WALL CONNECTIONS FOR |
| | FLOOR TO FLOOR/ ALSO BLOCK CONNECTION |
| | "SEE STR"? NOT INDICATED WHERE. |
| | |
| | 11) A7.04 STAIR S-A MISSING THE |
| | HORIZONTAL HANDRAIL EXTENSION.SEE |
| | 11-4.9.4 HANDRAILS, FIGURE 19(C&D). |
| | |
| | 12) 1608.2.3 THE GUARDRAIL SYSTEM SHALL |
| | BE DESIGNED AND CONSTRUCTED TO RESIST A |
| | 200 LB CONCENTRATED HORIZONTAL LOAD |
| | APPLIED ON A 1 SQ FT AREA AT ANY POINT |
| | IN THE SYSTEM INCLUDING INTERMEDIATE |
| | RAILS OR OTHER ELEMENTS SERVING THIS |
| | PURPOSE. |
| | |
| | 13) 2405.5.1.1 RAILINGS, THE PANELS AND |
| | THEIR SUPPORT SYSTEM SHALL BE DESIGNED |
| | TO WITHSTAND THE LOADS SPECIIED IN |
| | 1608.2.1 AND 1608.2.2. ASAFETY FACTOR |
| | OF |
| | 4 SHALL BE USED. PROVIDE CALCULATIONS |
| | |
| | 14) A1.02/ A7.03 DETAIL O 1007.5.9 |
| | HANDRAILS FOR MONUMENTAL STAIRS, |
| | HANDRAILS SHALL BE LOCATED ALONG THE |
| | MOST DIRECT PATH OF EGRESS TRAVEL. |
| | |
| | 15) S0.02 OCTOGON, BASEMENT , ARE ALL |
| | OF |
| | THE COLUMNS REMOVED OR ONLY (2). |
| | |
| | 16) S0.03 OCTOGON- LEVEL 1 DEMO PLAN |
| | INDICATES EXISTING HORIZONTAL STEEL |
| | BEAMS TO REMAIN, BUT HOW DO YOU SPAN |
| | THE |
| | GRID AREA WHERE THE STEEL COLUMNS WERE |
| | REMOVED? HOW DOES THE HORIZONTAL STEEL |
| | BRIDGE THIS SIMPLE SPAN CONFIGURATION? |
| | |
| | 17A) S1.09 A) THE AREA BEHIND THE |
| | OCTOGON STRUCTURE, THERE IS NO FRAMING |
| | INFORMATION. |
| | 17B) FINISH NOTE: HSS_ _ X_ _X_ _ @ |
| | 4'-0" C/C MAX? |
| | |
| | 18) PLANS TO INDICATE READING, STUDY |
| | AREAS, CARD CATALOG, MAGAZINE DISPLAY |
| | AND A MINIMUM OF 42" BETWEEN STACKS- |
| | FBC 11-8 (1-5). |
| | |
| | 19) A1.04 ROOM 204, 2" GATE MISSING THE |
| | 18" ON THE LATCH SIDE OF GATE SEE: |
| | 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. |
| | |
| | 20) A1.08 LEVEL 4 NOTE A4.03 DETAIL 8, |
| | THE PLAN DOES NOT PROVIDE FRAMING |
| | INFORMATION HOW TO BUILD ARCH? ALSO |
| | PROVIDE FINISH MATERIAL INFORMATION FOR |
| | ACOUSTIC BOARD |
| | |
| | 21) A4.04 DETAILS MISSING PAGE AND |
| | DETAIL NUMBER. |
| | |
| | 22) 1503.4.2 OVERFLOW DRAINS SHALL BE |
| | THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| | WITH THE INLET FLOW LINE LOCATED 2" |
| | ABOVE THE LOWEST POINT OF THE ROOF LINE. |
| | OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| | 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| | OR PARARETS WITH THE INLET FLOW LINE |
| | NOT LESS THAN 2" ABOVE THE ROOF |
| | SURFACE. |
| | |
| | 23) 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. |
| | |
| | 24) 1511.7 ROOF MOUNTED MECHANICAL UNIT |
| | S SHALL BE MOUNTED ON CURBS RAISED A |
| | MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| | FACE, OR WHERE ROOFING MATERIALS EXTEND |
| | BENEATH THE UNIT, ON RAISED EQUIPMENT |
| | SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| | HEIGHT IN ACCORDANCE WITH TABLE 1511.7. |
| | MECH. 301.13 WIND RESISTANCE MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUP PORTS THAT |
| | ARE EXPOSED TO WIND SHALL BE DESIGNED |
| | AND INSTALLED TO RESIST THE WIND |
| | PRESSURES ON THE EQUIPMENT & THE |
| | SUPPORTS AS DETERMINED IN ACCORDANCE |
| | WITH THE FL BLD CODE. THIS MAY BE ACCOMP |
| | LISHED BY DESIGN OR BY APPLICATION OF |
| | SECTION 301.13.1. |
| | |
| | 25) S0.00 LIVE LOADS J(5) WIND SPEED |
| | 145 CORRECT,FIGURE 1606 WIND-BORNE |
| | DEBRIS REGION; INDICATES THAT W.P.B. |
| | CITY OF IS LOCATED IN THE 140 MPH ZONE. |
| | PLANS ARE TO INDICATE THIS. |
| | |
| | 26) CORRECT EXPOSURE TO "B" |
| | |
| | 27) IMPORTANCE FACTOR WHEN OCCUPANT LOAD |
| | IS OVER 300 INA SINGLE ROOM THE |
| | IMPORTANCE FACTOR BECOMES 1.15. |
| | |
| | 28) INDICATE ON ELEVATIONS THE INTERIOR |
| | ZONES AND END ZONES WITH RESPECTIVE |
| | POSITIVE AND NEGATIVE PRESSURES. |
| | |
| | |
| | 29)1606.1.4(1) IN WIND BORNE DEBRIS |
| | REGIONS, EXTERIOR GLAZING THAT RECEIVES |
| | POSITIVE PRESSURE IN BUILDINGS SHALL BE |
| | ASSUMED TO BE OPENINGS UNLESS SUCH |
| | GLAZING IS IMPACT RESISTANT OR PROTECTED |
| | WITH AN IMPACT RESISTANT COVERING MEET- |
| | ING THE REQUIREMENTS OF SSTD 12, ASTM |
| | E 1886 AND ASTM E 1996 OR MIAMI-DADE. |
| | 1) GLAZED OPENINGS LOCATED WITHIN 30 FT |
| | OF GRADE SHALL MEET THE REQUIREMENTS OF |
| | LARGE MISSLE TEST |
| | 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 |
| | 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 WINDOWS |
| | B) EXTERIOR GLAZED DOORS |
| | C)EXTERIOR SOLID OR LOUVERED DOORS |
| | D) MULLIONS |
| | E) LOUVERS |
| | F)STORM SHUTTERS |
| | G) SOFFITS |
| | H) COMPONENTS & CLADDING |
| | 1) TRUSS ANCHORS |
| | 2)RAILINGS |
| | I) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 30) 1707.4.3 EACH EXTERIOR DOOR ASSEMBLY |
| | NOT COVERED BY 1707.4.2 |
| | (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| | ED FOR A PERIOD EQUAL TO THE QUANITY |
| | 3600/ V WHERE THE TIME PERIOD IS IN |
| | SECTIONS AND V IS IN MILES PER HR TAKEN |
| | FROM FIGURE 1606. THE TIME PERIOD SHALL |
| | ALSO INCLUDE A 10 SECOND PERIOD AT A |
| | LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| | PRESSURE. DADE COUNTY & SBCCI REPORTS |
| | ARE ACCEPTED. |
| | |
| | 31) 1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 32)1707.4.5.2 MULLIONS SHALL BE |
| | DESIGN- ED TO TRANSFER THE DESIGN |
| | PRESSURE LOADS APPLIED BY THE WINDOW OR |
| | DOOR ASSEMBLIES TO THE ROUGH OPENING |
| | SUBTRATE. |
| | |
| | 33) FL BLD CODE 104.2.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | SHEET A2.05 DETAIL# 30 INDICATES THE USE |
| | OF NAILABLE INSULATION, PROVIDE THE |
| | PRODUCT APPROVAL AND WHAT THE POSITIVE |
| | AND NEGATIVEPRESSURESBEFORETILE |
| | WITHDRAW. |
| | |
| | 34) ENGINEER TO PROVIDE ATTACHMENT OF |
| | ROOF SHEATHING FOR VARIOUS ROOF PRESSURE |
| | ZONES, ZONE 1, 2 &3. IF THE SUBMITTED |
| | PRODUCT APPROVALS HAVE A LIMITATION FOR |
| | |
| | ENHANCED NAILING ZONES THIS INFORMATION |
| | TO ALSO BE SUBMITTED. |
| | |
| | 35) 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. |
| | |
| | THE ANSWERS TO THIS REVIEW MAY RESULT IN |
| | |
| | ADDTIONAL QUESTIONS NOT ADDRESSED UNDER |
| | THIS PLAN REVIEW. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
