| Date |
Text |
| 2007-01-30 07:12:29 | WEST PALM BEACH |
| | CITY CENTER- CITY HALL |
| | PERMIT# 06100574 |
| | 401 CLEMATIS ST. |
| | SIXTH REVIEW JAN. 27/07 |
| | |
| | ARCHITECT: SONG & ASSOCIATES |
| | ENGINEER: MEINHART CONSULTING ENGINEERS |
| | |
| | NOTE: THIS REVIEW WILL BE COMPLETED UNDER 2004 FLORIDA |
| | BUILDING CODE, |
| | (*)MEANS CHAPTER 1 WEST PALM BEACH ADMINISTRATIVE |
| | AMENDMENTS |
| | |
| | 1) --- VERY IMPORTANT |
| | STATEMENT --- |
| | PLEASE DO NOT IGNORE! |
| | 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. |
| | |
| | 2-13 COMPLIED. |
| | |
| | 14) 6TH REQUEST, IN REVIEWING THIS PLAN IT APPEARS THAT |
| | THERE ARE VARIOUS DOORS THAT DO NOT MEET THE |
| | REQUIREMENTS OF:11-4.13.6 MANEUVERING CLEARENCES AT |
| | DOORS. MINIMUM MANEUVERING CLEARANCES 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 |
| | CLEARANCES SHALL BE CLEAR & LEVEL. |
| | SEE LIST OF DOORS:A1-302A. PLEASE CLOUD OR DELTA THESE |
| | CHANGES. |
| | |
| | THE DESIGN TEAM DID ATTEMPT TO MAKE THE CORRECTION, |
| | WITH A 1?-2? SIDE CLEARANCE, |
| | FOR THE LATCH SIDE OF THE DOOR A 1?-6? CLEARANCE IS |
| | REQUIRED. SEE FIGURE 25(A) PULL SIDE OF DOOR. |
| | |
| | 15 ? 31) |
| | |
| | 32A) 4TH REQUEST, THE DOOR SCHEDULE NEEDS RATINGS FOR |
| | SMOKEAND FIRE RATINGS DEPENDING ON FORTH COMING |
| | DOCUMENTATION FROM SONG & ASSOCIATES. |
| | RESPONSE WAS SEE 45A & B BELOW. |
| | 32A)(1)THIS COMMENT HAD TO DO WITH VERTICAL EXIT |
| | ENCLOSURES ORIGINALLY OR 2 HR RATED ASSEMBLIES. IN |
| | CHECKING THE STAIRWELLS BEING 2 HR RATED SHAFTSTHE |
| | ELEVATOR SHAFTS ARE ALSO 2HR RATED ASSEMBLIES. THE |
| | ELEVATOR MACHINE ROOM DOOR A6102A FOR ELEVATORS |
| | 1-3 WILL REQUIRE 1 ? HR OPENING PROTECTIVE 707.4, ALSO |
| | NOTE AUTOMATIC DOOR CLOSER. |
| | |
| | 32A)(2)THE SECOND ISSUE IS THE STAIRWELL # 5 IN THE |
| | GARAGE. DEPENDING ON WHICH SHEET DEPICTED |
| | STAIRWELL # 5 IS DEPICTED OR NOT: |
| | SHEET A1-6.0STAIRWELL# 5 IS NOT SHOWN |
| | SHEET A2-0STAIRWELL# 5 IS SHOWN |
| | SHEET A3-GA3 STAIRWELL# 5 IS NOT SHOWN |
| | SEE TABLE 1018.2 |
| | 1018.1.1 OPEN PARKING STRUCTURES. |
| | PARKING STRUCTURES SHALL NOT HAVE LESS THAN TWO EXITS |
| | FROM EACH PARKING TIER, EXCEPT THAT ONLY ONE EXIT IS |
| | REQUIRED WHERE VEHICLES ARE MECHANICALLY PARKED. |
| | UNENCLOSED VEHICLE RAMPS SHALL NOT BE CONSIDERED AS |
| | REQUIRED EXITS UNLESS PEDESTRIAN FACILITIES ARE |
| | PROVIDED. |
| | |
| | 32A)(3) RATED DOORS WITH GLASS,SIDE LIGHTS OR GLASS |
| | VIEW PANELS IN RATED PARTITIONS. |
| | |
| | A1-301A ** SIDE LIGHT |
| | A1-306A ** SIDE LIGHT |
| | A1-013A**GLASS |
| | A1-017A**GLASS |
| | A1-701A **WOOD/ GLASS |
| | A2-301-A**SIDE LIGHT |
| | A2-008A **SIDE LIGHT |
| | |
| | ** THESE DOORS ARE PART OF AN EGRESS ENCLOSURE OF AN |
| | ATRIUM. |
| | PLEASE INDICATE COMPLIANCE WITH 404.5 |
| | SHEET FP1.0/ FP2.0 FIRE SPRINKLER SHEETS DO NOT MEET |
| | THE REQUIREMENTS FOR 404.5 EXCEPTION# 1 AS SHOWN. |
| | |
| | GLASS DOORS PROVIDE ADDITIONAL INFORMATION AS TO FIRE |
| | RATING 715.3, 715.3.4.1& TABLE 715.4.3. |
| | |
| | 32A)(4) SHEET A1-1.2DOOR C1-009A, D1-003 & D1-301 ARE |
| | COMPOSED OF AL/GL WITH SIDE LIGHTS INDICATE COMPLIANCE |
| | WITH : |
| | 715.3.3 DOOR ASSEMBLIES IN CORRIDORS AND SMOKE |
| | BARRIERS. |
| | FIRE DOOR ASSEMBLIES REQUIRED TO HAVE A MINIMUM FIRE |
| | PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN |
| | CORRIDOR WALLS OR SMOKE BARRIER WALLS HAVING A |
| | FIRE-RESISTANCE RATING IN ACCORDANCE WITH TABLE 715.3 |
| | SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C |
| | WITHOUT THE HOSE STREAM TEST. IF A 20-MINUTE FIRE DOOR |
| | ASSEMBLY CONTAINS GLAZING MATERIAL, THE GLAZING |
| | MATERIAL IN THE DOOR ITSELF SHALL HAVE A MINIMUM FIRE |
| | PROTECTION RATING OF 20 MINUTES AND BE EXEMPT FROM THE |
| | HOSE STREAM TEST. GLAZING MATERIAL IN ANY OTHER PART OF |
| | THE DOOR ASSEMBLY, INCLUDING TRANSOM LITES AND |
| | SIDELITES, SHALL BE TESTED IN ACCORDANCE WITH NFPA 257, |
| | INCLUDING THE HOSE STREAM TEST, IN ACCORDANCE WITH |
| | SECTION 715.4 . FIRE DOOR ASSEMBLIES SHALL ALSO MEET |
| | THE REQUIREMENTS FOR A SMOKE- AND DRAFT-CONTROL DOOR |
| | ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784 WITH AN |
| | ARTIFICIAL BOTTOM SEAL INSTALLED ACROSS THE FULL WIDTH |
| | OF THE BOTTOM OF THE DOOR ASSEMBLY. THE AIR LEAKAGE |
| | RATE OF THE DOOR ASSEMBLY SHALL NOT EXCEED 3.0 CFM PER |
| | SQUARE FOOT (0.01524 M 3 /S ? M 2 ) OF DOOR OPENING AT |
| | 0.10 INCH (24.9 PA) OF WATER FOR BOTH THE AMBIENT |
| | TEMPERATURE AND ELEVATED TEMPERATURE & ELEVATED |
| | TEMPERATURE TESTS. LOUVERS ARE PROHIBITED. |
| | |
| | |
| | |
| | |
| | 32A)(5) SHEET A1-3.2DOOR C3-401A IS A WOOD & GLASS DOOR |
| | WITH GLASS SIDE LIGHTS, PLEASE PROVIDE INFORMATION FOR |
| | OPENING PROTECTIVE FOR A 1 HR RATED WALL TABLE 1016.1., |
| | TABLE 715.3, 715.3.4.1, 715.3.3 & 715.4 . |
| | |
| | 32A)(6)SHEET A1-3.2DOOR C3-201A IS A WOOD & GLASS |
| | DOOR WITH GLASS SIDE LIGHTS, PLEASE PROVIDE INFORMATION |
| | FOR OPENING PROTECTIVE FOR A 2 HR RATED WALL. |
| | TABLE 1016.1, TABLE 715.3, 715.3.3, 715.3.4.1& 715.4. |
| | |
| | 32B) ? 38B) COMPLIED. |
| | |
| | 38C) THIS COMMENT WAS REDIRECTED UNDER 32A)(5) . |
| | |
| | 39- 63) COMPLIED. |
| | |
| | 64) TO BE RE-ADDRESSED, HAD COMPLIED: SEE COMMENT |
| | 32A)(2). |
| | |
| | 65) COMPLIED. |
| | |
| | 66) TO BE RE-ADDRESSED UNDER COMMENT32A)(5). |
| | |
| | 67- 77) COMPLIED. |
| | |
| | 78-81) 2ND REQUEST, |
| | FL BLD CODE 1609.1.4 |
| | : COMPONENTS & CLADDING, PROVIDE 2 COPIES (3 IF |
| | THRESHOLD OR RESIDENT INSPECTOR) OF PRODUCT TESTING |
| | REPORTS. |
| | |
| | PLEASE PROVIDE (3) SIGNED & SEALED LETTERS FROM RWDI |
| | TESTING LABS CONFIRMING THE STRUCTURAL COMPLIANCE OF |
| | WIND-LOADING CHARACTERISTICS. THE DESIGN TEAMS RESPONSE |
| | |
| | INDICATES COMPREHENSIVE WIND-LOADING CALCULATIONS AND |
| | DIAGRAMS HAVE BEEN PROVIDED. TO DATE ONLY DIAGRAMS |
| | SUBMITTED ARE SHEETS S0-3.0 & S0.40 AND NO WIND |
| | CALCULATIONS HAVE BEEN SUBMITTED AS TO DATE. |
| | |
| | A) THE TUNNELING EFFECT WIND WILL HAVE BETWEEN THE |
| | PORTION OF CITY HALL GARAGE AND THE EAST END OF THE |
| | BUILDING THAT IS 5 STORIES TALL WITH THE DOME.THERE |
| | IS NO ELEVATIONS INDICATING WHAT POSITIVE AND NEGATIVE |
| | PRESSURES WILL OCCUR IN THIS AREA. |
| | THE SECOND CONCERN IS THE INCREASED TUNNELING EFFECT |
| | WILL OCCUR WITH THE |
| | THE ENCLOSING OF THE GARAGE, TO BE AN ENCLOSED GARAGE. |
| | |
| | |
| | B) THE SECOND AREA THAT IS NOT SHOWN IS THE PORTION OF |
| | THE BUILDING THAT JOINS |
| | THE LIBRARY TO THE 5 STORY SECTION OF THE |
| | STRUCTURE. THIS AREA HAS A SERIES OF |
| | STEPPED ROOFS CREATING A SAW TOOTHED EFFECT |
| | WHICH WILL CREATE A SERIES OF |
| | VORTEX ZONES AS THE WIND RUSHES OVER THE SERIES |
| | OF STEPPED PARAPETS, AGAIN |
| | THE PLANS DO NOT ADDRESS THESE AREAS FOR THE |
| | PRESSURE ZONES OR THE |
| | POSITIVE AND NEGATIVE PRESSURES FOR THESE AREAS. |
| | |
| | |
| | SHEET S0-4.0 ROOF PRESSURES INDICATE A -70 FOR |
| | THESE SAME ROOF TOP AREA, WHY WOULDN?T THE SAME |
| | NEGATIVE PRESSURES OCCUR WHERE THE WIND WOULD BE |
| | FLOWING ON A 45 DEGREE ANGLE. THE WIND WILL SWIRL IN A |
| | VORTEX FASHION IN THESE AREAS. |
| | |
| | C) THE THIRD ITEM OF CONCERN IS THE SHOP DRAWING |
| | CREATED BY TRAINER GLASS INDICATING THE DIFFERENT |
| | WINDOW TYPES AND THEIR USE IN THE STRUCTURE AND |
| | ASSOCIATED WIND ZONES. THE DRAWING NEEDS TO REFLECT THE |
| | SAME END ZONES AS SHEET S0-3.0 & S0-4.0. THIS SHEET |
| | WILL ALSO BE USED BY THE THRESHOLD INSPECTOR TO |
| | IDENTIFY WHICH TYPE OF WINDOW (SPECIFY NOA) WILL BE |
| | USED IN EACH OF THE COLOR CODED AREAS. |
| | 106.1.2* ADDITIONAL INFORMATION REQUIRED, PLEASE |
| | PROVIDE THE DESIGNER OF THIS DOCUMENT, PLEASE PRINT |
| | NAME AND TELEPHONE NUMBER FOR CONTACT INFORMATION. |
| | THE THIRD ISSUE WITH THIS DOCUMENT IS THAT THE |
| | STRUCTURAL ENGINEER HAD NEVER REVIEWED THIS DOCUMENT , |
| | NO SHOP DRAWING STAMP OF APPROVAL OR REVIEW. |
| | |
| | D) 78A & B) AS INTERIOR ZONES AND NO MENTION OF |
| | POSSIBLE HIGHER PRESSURE, NOR HAS THIS DOCUMENT BEEN |
| | SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW OR |
| | APPROVAL. |
| | |
| | E)IN THE (3) BINDERS FOR THE (BUILDING |
| | ENVELOPE) SUBMITTED PRODUCT APPROVALS THERE ARE |
| | MULTIPLE REPORTS FOR THE SAME REPORT, MISMATCHED |
| | REPORTS, PLEASE CORRECT SO FOR EACH CATEGORY OF WINDOWS |
| | AND DOORS THERE IS ONLY ONE REPORT SO AS TO NOT CONFUSE |
| | THE ISSUE AT HAND. |
| | |
| | PRODUCT APPROVALS: |
| | UNITED STATES ALUM CORP EXTERIOR SWING DOOR-PRESSURE- |
| | OK |
| | STANLEY ACCESS TECH AUTO SLIDE FL 6249.9 LOW PRESSURE |
| | U S DOOR 651-37 ROLL UP DOOR,THIS DOOR IS NOT IN THE |
| | DOOR SCHEDULE SIZE, WHERE IS THE TEST REPORT# USD-05-2. |
| | IS THIS TO BE USED? ALSO SUBMITTED IS A BEST ROLLING |
| | DOOR REPORT. |
| | BEST ROLLING DOOR FL 7760 PRESSURE- OK |
| | INGERSOL-RAND IR SERIES W/ IR LOCK- IMPACT ONLY FOR |
| | ZONE 4-OK +/- 75 |
| | INGERSOL-RANDH-16-4 OUTSWING W/ PANIC LMIR ONLY ZONE |
| | 4- OK +/- 70 |
| | **NO** HOLLOW METAL OUTSWING DOOR APPROVALS FOR ZONE 5 |
| | FIRESTONE OUTSWING LOUVER DOOR LMIR ONLY ZONE 4 OK +/- |
| | 75 |
| | AMERICAN WARMING & VENTILATION- WALL LOUVERS LIMITATION |
| | 96?X180? +/- 150 |
| | BILCO ROOF HATCH- REQUIRES STATE APPROVAL OR MIAMI-DADE |
| | APPROVAL. |
| | AT THIS TIME THERE IS NO SUCH APPROVALS WILL REQUIRE |
| | SITE SPECIFIC ENGINEERING, BUILDING OFFICIAL TO RULE ON |
| | IF 3RD PARTY QUALITY INSURANCE PROGRAM TO BE IN |
| | AFFECT. |
| | PALM BEACH COUNTY BCAB HAS NOT RULED ON THIS MATTER AS |
| | OF YET. |
| | |
| | TRAINER GLASS CURTAIN WALL TCW250 TS |
| | FL6198.7/05-0624.07 WEST ELEVATION CAN?T MAKE PRESSURES |
| | , MULLIONS NOT HIGH LIGHTED NOR IS THE TYPE OF GLASS. |
| | |
| | TRAINER GLASS FIXED TCW 250P. L/SMI FL |
| | 6198.4/05-0624.04 OK FOR ZONE 4 ONLY |
| | |
| | TRAINER GLASS FIXED TCW250P SMI FL 6198.5/05-0624.05 |
| | +/-80 TRAINER PLAN INDICATES THE USE OF THIS WINDOW IN |
| | ZONE FIVE AREAS- LOW PRESSURES IF USED IN ZONE 5. |
| | |
| | TRAINER GLASS CURTAIN WALL/SMI +/-80 TRAINER PLAN |
| | INDICATES USE IN ZONE 5, ALSO NEEDS MULLIONS AND TYPE |
| | OF GLAZING TO BE HIGHLIGHTED. |
| | |
| | TRAINER GLASS CURTAIN WALL/LMI HIGHLIGHT WHICH MULLIONS |
| | & GLAZING SHALL BE USED |
| | |
| | NO REPORT FROM HURRICANE TEST LABS, TEST |
| | 0062.0310.00??????????? |
| | |
| | JOHN MANSFIELD MODIFIED BITUMEN ROOFING SYSTEM & |
| | ENHANCED FASTENING SYSTEM-OK |
| | |
| | NO REPORT FOR TRIODETIC SPACE FRAMES FOR THE DOME NOR |
| | BARREL ROOF FRAMING ASSEMBLY. TO DATE NO INFORMATION |
| | HAS BEEN SUBMITTED FOR REVIEW, NO DESIGN CRITERIA. |
| | |
| | 82-84) COMPLIED. |
| | |
| | NEW COMMENTS, |
| | 85) ROOF HATCH COVERS,1009.12 ACCESS TO ROOF. |
| | BUILDINGS FOUR STORIES OR MORE IN HEIGHT, EXCEPT THOSE |
| | WITH A ROOF SLOPE GREATER THAN 4:12, SHALL BE PROVIDED |
| | WITH A STAIRWAY TO THE ROOF. SUCH STAIRWAY SHALL BE |
| | MARKED AT STREET AND FLOOR LEVELS WITH A SIGN |
| | INDICATING THAT IT CONTINUES TO THE ROOF. WHERE ROOFS |
| | ARE USED FOR ROOF GARDENS OR FOR OTHER PURPOSES, |
| | STAIRWAYS SHALL BE PROVIDED AS REQUIRED FOR SUCH USE OR |
| | OCCUPANCY. |
| | |
| | 86)SHEET A1-5.0 STAIR# 8 IN THE LIBRARY PROVIDES ROOF |
| | ACCESS TO THE LIBRARY ROOF NORTH OF THE BARREL SECTION, |
| | PLANS INDICATE THE USE OF A ROOF HATCH TO THE SOUTH |
| | SIDE OF THE BARREL ROOF PLEASE CORRECT, SEE COMMENT# |
| | 85. |
| | |
| | 87)PLEASE PROVIDE INFORMATION ON THE BARREL ROOF |
| | PORTION OF THE LIBRARY ROOF, SO THE ENERGY CALCULATIONS |
| | CAN BE VERIFIED. BUILDING HAS NOT BEGUN TO REVIEW |
| | ENERGY FORM COMPLIANCE UNTIL ALL OF THE UNKNOWNS ARE |
| | VERIFIED, THEN WE WILL BE ABLE VERIFY THE INFORMATION |
| | SUBMITTED. NOTE THE BARREL IS PART OF THE AIR |
| | CONDITIONED SPACE. |
| | 13-400.0.ABC COMPLIANCE CRITERIA. |
| | COMMERCIAL BUILDINGS DEMONSTRATING COMPLIANCE WITH THIS |
| | CODE BY METHODS A OR B SHALL MEET ALL OF THE CRITERIA |
| | GIVEN IN THE TEXT AS SPECIFIC TO THE CHOSEN METHOD OF |
| | COMPLIANCE FOR 1 THROUGH 4 BELOW. COMMERCIAL BUILDINGS |
| | UTILIZING METHOD C FOR CODE COMPLIANCE SHALL MEET ALL |
| | CRITERIA SPECIFIED FOR METHOD C FOR 1, 3 AND 4 BELOW. |
| | 1.PRESCRIPTIVE REQUIREMENTS. |
| | 2.PERFORMANCE CALCULATION PROCEDURE. |
| | 3.CERTIFICATION OF COMPLIANCE. |
| | 4.REPORTING. |
| | |
| | 88) A1-6.1 PARTIAL FLOOR PLAN OF THE MECHANICAL |
| | PENTHOUSE. |
| | |
| | 88A) THE FLOOR PLAN INDICATES THE DOORS A6-101 A&B BOTH |
| | WERE PAIRS OF DOORS, REVISION TO SINGLE OUT SWING |
| | DOORS. THE ELEVATION NOR THE SECTIONS HAVE BEEN UPDATED |
| | TO REFLECT THE CHANGE. 106.1.2. ADD INFO REQUIRED. |
| | |
| | 88B) SECTION 2/A5.04 IS MISSING STAIR# 13 TO THE DOME. |
| | DETAIL# 10 INDICATES THE LOCATION OF STAIR# 13 IN |
| | REGARDS TO THE COLUMN B-5 AND THE 24?X42? BEAM TO |
| | COLUMN B6. WHEN THIS BEAM IS SUPERIMPOSED ON TO DETAIL# |
| | 10/ A7.1.6/ S1-8.0 THE STAIR IS NOT ACCESSIBLE. PLEASE |
| | CORRECT. |
| | |
| | 88C) DOME: THE DOME INDICATE AN OPEN STAIRWAY# 13 THAT |
| | LEADS TO THE 7TH FLOOR, |
| | 1509.5.1 NONCOMBUSTIBLE CONSTRUCTION REQUIRED. |
| | ANY TOWER, SPIRE, DOME OR CUPOLA THAT EXCEEDS 60 FEET |
| | (18 288) IN HEIGHT ABOVE THE HIGHEST POINT AT WHICH IT |
| | COMES IN CONTACT WITH THE ROOF, OR THAT EXCEEDS 200 |
| | SQUARE FEET (18.6 M 2 ) IN AREA AT ANY HORIZONTAL |
| | SECTION, OR WHICH IS INTENDED TO BE USED FOR ANY |
| | PURPOSE OTHER THAN A BELFRY OR ARCHITECTURAL |
| | EMBELLISHMENT, SHALL BE ENTIRELY CONSTRUCTED OF AND |
| | SUPPORTED BY NONCOMBUSTIBLE MATERIALS. SUCH STRUCTURES |
| | SHALL BE SEPARATED FROM THE BUILDING BELOW BY |
| | CONSTRUCTION HAVING A FIRE-RESISTANCE RATING OF NOT |
| | LESS THAN 1.5 HOURS WITH OPENINGS PROTECTED WITH A |
| | MINIMUM 1.5-HOUR FIRE-PROTECTION RATING. STRUCTURES, |
| | EXCEPT AERIAL SUPPORTS 12 FEET (3658 MM) HIGH OR LESS, |
| | FLAGPOLES, WATER TANKS AND COOLING TOWERS, PLACED ABOVE |
| | THE ROOF OF ANY BUILDING MORE THAN 50 FEET (15 240 MM) |
| | IN HEIGHT, SHALL BE OF NONCOMBUSTIBLE MATERIAL AND |
| | SHALL BE SUPPORTED BY CONSTRUCTION OF NONCOMBUSTIBLE |
| | MATERIAL. |
| | |
| | 88D) THE PLANS FOR THE DOME END IN COMPLETENESS AT |
| | ELEVATION 192?-6? WITH THE 7TH FLOOR SLAB, SHEET S1.8.0 |
| | INDICATES A BEAM AT ELEVATION 212?-6? AND THE |
| | SUPPORTING COLUMNS BUT NO INFORMATION ON THE EXTERIOR |
| | WALL SECTIONS OR THE ATTACHMENT OF THE DOME. IN REGARDS |
| | TO THE DOME ITSELF NO STRUCTURAL PLANS HAVE BEEN |
| | SUBMITTED FOR |
| | REVIEW. |
| | |
| | 88E)BARREL S1-8.0 INDICATES IN SECTION # 3 THE EMBEDS |
| | THAT THE BARREL WILL ATTACH |
| | TO, THE PLANS LACK INFORMATION AS TO THE FREQUENCY OF |
| | EMBEDS. 106.1.2* ADD INFO. |
| | |
| | WITH NEW INFORMATION SUBMITTED IN THE NEXT REVIEW |
| | ADDITIONAL COMMENTS MAY OCCUR. |
| | |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | CONSTRUCTION SERVICES DEPARTMENT |
| | WEST PALM BEACH, FL |
| | TEL;(561)805-6715 |
| | FAX; (561)805-6731 |
| | E-MAIL; [email protected] |
| | |
| | |
| | CITY HALL CENTER6TH REVIEW.DOC |
