Date |
Text |
2007-06-09 10:50:04 | |
| |
| BUILDING PLAN REVIEW |
| PERMIT: 06110152 |
| ADD: 807 N. FLAGLER DR. |
| CONT: ANDERSON-MOORE |
| TEL: (561)662-1819 |
| |
| |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| * WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE |
| CODE |
| |
| 2NDREVIEW |
| ACTION: DENIED |
| |
| 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 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. |
| |
| 2) FL S S 713.13 |
| NOTICE OF COMMENCEMENT, TO BE FILED |
| WITH THE CLERK OF THE COURT BEFORE A |
| PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| NOT ACTUALLY COMMENCED |
| WITHIN 90 DAYS AFTER THE RECORDING |
| THEREOF, SUCH NOTICE IS NULL & VOID. |
| |
| 3) BUILDING PROVISO: |
| THIS NOTE IS FOR THE CONTRACTOR FOR DURING |
| CONSTRUCTION, |
| BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR |
| DOESN'T COMPLY IT IS |
| AN AVENUE THAT CAN BE USED FOR ENFORCEMENT. |
| NOTE:109.3.10* IMPACT OF CONSTRUCTION. |
| ALL CONSTRUCTION ACTIVITY REGULATED BY |
| THIS CODE SHALL BE PERMORMED IN A MANNER |
| SO AS NOT TO ADVERSELY IMPACT THE |
| CONDITION OF ADJACENT PROPERTY, UNLESS |
| SUCH ACTIVITY IS PERMITTED TO AFFECT |
| SAID PROPERTY PURSUANT TO A CONSENT BY |
| THE APPLICABLE PROPERTY OWNER, UNDER |
| TERMS & CONDITIONS AGREEABLE TO THE |
| APPLICABLE PROPERTY OWNER.THIS INCLUDES |
| BUT IS NOT LIMITED TO THE CONTROL OF |
| DUST, NOISE, WATER OR DRAINAGE RUN-OFF, |
| DEBRIS, AND THE STORAGE OF CONSTRUCTION |
| MATERIALS. NEW CONSTRUCTION ACTIVITY |
| SHALL NOT ADVERSELY IMPACT HISTORIC |
| SURFACE WATER DRAINAGE FLOWS SERVING |
| ADJACENT PROPERTIES, & MAY REQUIRE |
| SPECIAL DRAINAGE DESIGN COMPLYING WITH |
| ENGINEERING STANDARDS TO PRESERVE THE |
| POSITIVE PATTERNS OF THE AFFECTED SITES.ACCORDINGLY, |
| DEVELOPERS, CONTRACTORS, |
| AND OWNERS OF ALL NEW RESIDENTIAL |
| DEVELOPMENT, INCLUDING ADDITIONS, POOLS, |
| PATIOS, DRIVEWAYS, DECKS, OR SIMILAR |
| ITEMS, ON EXISTING PROPERTIES RESULTING |
| IN A DECREASE IN EXCESS OF 800SQ FT OF |
| PERMEABLE LAND AREA ON ANY PARCELL SHALL |
| AS A PERMIT CONDITION, PROVIDE A |
| PROFESSIONALLY PREPARED DRAINAGE PLAN |
| CLEARLY INDICATING COMPLIANCE WITH THIS |
| PARAGRAPH. UPON COMPLETION OF THE |
| IMPROVEMENT, A CERTIFICATE FROM A |
| LICENSED ENGINEER SHALL BE SUBMITTED TO |
| THE INSPECTOR IN ORDER TO RECEIVE |
| APPROVAL OF THE FINAL INSPECTION. |
| |
| 4 )BUILDING PROVISO: |
| THIS NOTE IS FOR THE CONTRACTOR FOR DURING |
| CONSTRUCTION, |
| BEING IN THE WPB ADMINISTRATIVE CODE IF THE CONTRACTOR |
| |
| DOESN'T COMPLY IT IS AN AVENUE THAT CAN BE USED FOR |
| ENFORCEMENT. |
| NOTE: 109.3.10.1 HURICANE PROTECTION. |
| IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| ALLOW CONSTRUCTION RELATED MATERIALS |
| EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR |
| OTHERWISE UNSECURED AT A CONSTRUCTION |
| SITE FROM 24 HRS. AFTER A HURRICANE |
| WATCH HAS BEEN ISSUED UNTIL THE |
| HURRICANE WATCH OR WARNING HAS BEEN |
| LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| EQUIPMENT AND DEBRIS SHALL BE EITHER |
| REMOVED FROM THE CONSTRUCTION SITE OR |
| SECURED IN SUCH A MANNER AS TO MINIMIZE |
| THE DANGER OF SUCH CONSTRUCTION |
| MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| DAMAGE TO PERSONS OR PROPERTY FROM HIGH |
| WINDS. ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR |
| SECURE THE CONSTRUCTION |
| MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| EXCEED $500.00. IN ADDITION TO THE ABOVE, A LICENSED |
| CONTRACTOR WHO VIOLATES THIS SECTION |
| SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| TO SECTION 113 OF THIS CHAPTER. |
| |
| 5) 2ND REQUESST,WPB AMENDMENT |
| 105.13.6. W.P.B. CONSTRUCTION SERVICES DEPARTMENT |
| REQUEST FOR THRESHOLD BUILDINGS A |
| SPECIAL INSPECTOR AS REQUIRED BY S. |
| 553.79(5) FLORIDA STATUTES TO THE MIN- |
| IMUM INSPECTIONS REQUIRED BY THIS CODE. |
| CONTACT HAROLD PISKURA MANAGER OF THE |
| SPECIAL INSPECTOR PROGRAM AT (561) |
| 805-6711 FOR FURTHER INFORMATION BEFORE |
| THE PERMIT MAY BE ISSUED. |
| |
| 6) COMPLIED. |
| |
| 7) FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED BEFORE |
| THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THE ISSUE |
| WITH THE FLOOD ELEVATION CERTIFICATE IS IT WILL BE |
| REQUIRED FOR THE "WHOLE BUILDING" BEING THAT THE |
| PROPOSED, THE ADDITION IS OVER 50% WORTH OF THE |
| EXISTING BUILDING "SUBSTANTIAL IMPROVEMENTS" NEED TO BE |
| MET UNDER W. P. B. CODE OD ORDANCES |
| CITY CODEARTICLE XVII FLOOD PREVENTION & CONTROL SEE |
| ATTACHED DOCUMENT FOR COMPLIANCE. NOTE UNDER SECTION |
| 94-546(B)(2) NONRESIDENTIAL CONSTRUCTION COMPLIANCE |
| THROUGH |
| FLOOD PROOFING.SEE THE EXISTING MARGARET TIGHE |
| MACHLIN THEATER FINISH FLOOR IS 5.13'N A VD 88. SEE |
| CIVIL PLAN C-1. A COPY OF THE CITY ORDANCE IS |
| ATTACHED. |
| |
| 8) COMPLIED. |
| |
| 9A) COMPLIED. |
| |
| 9B) COMPLIED. |
| |
| 10)COMPLIED. |
| |
| 11)2ND EQUEST, THE DESIGN ATEMPTED TO CORRECT THE |
| PROBLEMS WITH THE TOP LANDING FOUND ON SHEET A4.1.4 BY |
| REROUTING THE EGRESS PATH BY MAKING THE EGRESS PATH |
| TURN AROUND THE COLUMN. THIS HAS CREATED TWO NEW |
| ISSUES: |
| |
| 11A) TOP LANDING AND THE NEWLY CREATED TURN, PLEASE SEE |
| 11-4.8.4(3)THE KEY IS IF RAMPS CHANGE DIRECTION "AT |
| LANDINGS" THE MINIMUM LANDING SIZE SHALL BE 60" X 60". |
| |
| 11B) THE SECOND ISSUE IS THE HAND RAIL AND RETAINING |
| WALL DO PASS BY THE TOP OF THE SLOPED PART OF THE RAMP |
| BUT WITH THE CHANGE IN DIRECTION AT THETOP LANDING |
| THE HANDRAIL DOES STOP BUT THERE IS NO PROTECTION FOR |
| EDGE PROTECTION (11-4.8.7) ALLOWING PEOPLE TO SLIP OFF |
| THE EDGE. |
| |
| 12)COMPLIED. |
| |
| 13) 13) 2ND REQUEST,AT THIS TIME I WOULD LIKE TO MAKE |
| A COMMENT ON THE RESPONCE TO # 14, WE TOTALLY AGREE |
| WITH THE FLORIDA ATTORNEY GENERAL ADVISORY LEGAL |
| OPINION THAT CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT |
| CHAPTER 11 FLORIDA ACCESSIBILITY CODE, WITH THE |
| CLARIFYING STATMENTFL S S 553.505(1995BY CHAP 97-76 |
| RELIEVED BUILDINGS USED FOR THE COMMUNAL RELIGIOUS |
| OBSERVANCES FROM THE ACCESSIBITY REQUIREMENTS OF THIS |
| ACT . THIS DID NOT INCLUDE HOSPITALS, SCHOOLS OR |
| PORTIONS OF CHUCHES THAT WOULD BE RENTED OUT TO THE |
| GENERAL PUBLIC, ONLY THE SANCTUARY, THE PLACE OF |
| WORSHIP. PLEASE SEE MEMO DATED 8/16/1998 FROM THE |
| ASSISTANT GENERAL COUNSEL ALFRED O. BRAGG, III. A COPY |
| IS ATTACHED. |
| |
| LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL, |
| PLANS DO NOT INDICATE WHAT GRADE LEVELS THIS SCHOOL |
| WILL BE USED FOR ELEMENTARYM OR MIDDLE SCHOOLS ETC? IT |
| COULD BE ASSUMED THAT THERE WILL BE A CHILD DROP OFF |
| ZONE, NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE |
| DROPPED OFF THE DROP OFF ZONE SHALL COMPLY WITH : |
| 11-4.6.6 PASSENGER LOADING ZONES. PASSENGER LOADING |
| ZONES SHALL PROVIDE AN ACCESS AISLE AT LEAST 60 INCHES |
| (1525 MM) WIDE AND 20 FEET (6096 MM) LONG ADJACENT AND |
| PARALLEL TO THE VEHICLE PULL-UP SPACE(SEE FIGURE |
| 11-10 ). IF THERE ARE CURBS BETWEEN THE ACCESS AISLE |
| AND THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP |
| COMPLYING WITH SECTION 11-4.7 SHALL BE PROVIDED. |
| VEHICLE STANDING SPACES AND ACCESS AISLES SHALL BE |
| LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2 |
| PERCENT) IN ALL DIRECTIONS. |
| |
| 14)COMPLIED. |
| |
| 15) COMPLIED. |
| |
| 16) ENLARGED STAIR PLAN FOUND ON SHEET A4.1.3 THANK YOU |
| FOR THE ENLARGED LAYOUT PER FLOOR, THE DOOR SWING OVER |
| THE REQUIREDLANDING ON THE SECOND FLOOR,1009.4 SEE |
| EXCEPTION# 2. DOORS OPENING ONTO A LANDING SHALL NOT |
| REDUCE THE LANDING TO LESS THAN ONE-HALF THE REQUIRED |
| WIDTH. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE |
| THAN 7 INCHES (178 MM) INTO A LANDING. |
| |
| 17) COMPLIED. |
| |
| 18) COMPLIED. |
| |
| 19) COMPLIED. |
| |
| 20) 2ND REQUEST, SHEET A2.2.1 THE CLASSROOM# 3 |
| INDICATES THE USE OF VERTICAL RISERS, SHOW COMPLIANCE |
| WITH VERTICAL ACCESSIBILITY TO ALL LEVELS OF THE |
| RISERS?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. PLEAS SEE THE |
| ATTACHED MEMO THAT RELIGIOUS SCHOOLS ARE NOT EXEMPT |
| FORM CHAPTER 11 FLORIDA ACCESSIBILITY. THE OPTION NOT |
| TO PROVIDE VERTICAL ACCESSIBLITY IS TO APPLY TO THE |
| STATE DEPARTMENT OF COMMUNITY AFFAIRS FLORIDA BUILDING |
| COMMISSION. A COPY IS ATTACHED. |
| |
| 21) 2ND REQUEST, SHEET A2.2.1 CLOSET 224E IS MISSING |
| THE 18" ON THE PULL SIDE OF DOOR. 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. |
| OPENINGS MORE THAN 24" IN DEPTH SHALL COMPLY WITH |
| SECTIONS 11-4.2.1AND 11-4.3.3. SEE FIGURE |
| 11-24(E).EXCEPTION: DOORS NOT REQUIRING FULL USER |
| PASSAGE, SUCH AS SHALLOW CLOSETS, MAY HAVE THE CLEAR |
| OPENINGS REDUCED TO 20 ". |
| |
| 22) 2ND REQUEST, SHEET A2.2.1CLASSROOM# 2 (DRAMA) DOOR |
| A/232A ALSO IS MISSING THE 18" ON THE PULL SIDE OF |
| DOOR.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. |
| THE RESPONSE SHEET INDICATES THAT A FIRE EXTINGUISHER |
| IS ON THE ADJACENT WALL SEE SECTION11-4.4 21 11-4.4.1 |
| GENERAL. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, |
| TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES |
| AND 80 INCHES (685 MM AND 2030 MM) ABOVE THE FINISHED |
| FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM) |
| INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES |
| [SEE FIGURE 8 (A)]. OBJECTS MOUNTED WITH THEIR LEADING |
| EDGES AT OR BELOW 27 INCHES (685 MM) ABOVE THE FINISHED |
| FLOOR MAY PROTRUDE ANY AMOUNT [SEE FIGURE 8 (A) AND |
| FIGURE 8 (B)]. FREE-STANDING OBJECTS MOUNTED ON POSTS |
| OR PYLONS MAY OVERHANG 12 IN (305 MM) MAXIMUM FROM 27 |
| INCHES TO 80 INCHES (685 MM TO 2030 MM) ABOVE THE |
| GROUND OR FINISHED FLOOR [SEE FIGURE 8 (C) AND FIGURE 8 |
| (D)]. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR |
| WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE [SEE |
| FIGURE 8 (E)]. |
| |
| 23)2ND REQUEST, SHEET A2.2.1 GYMNASIUM DOES INDICATE |
| DISSABLED SEATING ON THE MAIN FLOOR BUT NO SEATING |
| ABOVE THE MAIN FLOOR, MISSING VERTICAL ACCESSIBILITY. |
| 11-4.1.2 VERTICAL ACCESSIBILITY, NOTHING IN THIS CODE |
| SHALL BE CONSTRUED TO RELIEVE THE OWNER OF ANY |
| BUILDING, STRUCTURE OR FACILITY FROM THE DUTY TO |
| PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE OR |
| BELOW THE OCCUPIAABLE GRADE LEVEL. 11-4.33.3 GIVES AN |
| EXCEPTION IF THE FLOOR HAS A SLOPED FLOOR GREATER THAN |
| 5%. THE GYMNASIUM FLOOR HAS NO SLOPE. THE OWNER MAY |
| WANT TO APPLY TO THE STATE FOR A VARIANCE TO THE |
| VERTICAL ACCESSIBLITY REQUIREMENTS.RESPONSE |
| INDICATES REFRENENCE TO FLORIDA ATTORNEY GENERAL |
| STATEMENT ON CHURCHES. WE TOTALLY AGREE WITH THE |
| FLORIDA ATTORNEY GENERAL ADVISORY LEGAL OPINION THAT |
| CHURCHES ARE EXEMPT FORM NOT ONLY ADA BUT CHAPTER 11 |
| FLORIDA ACCESSIBILITY CODE, WITH THE CLARIFYING |
| STATMENTFL S S 553.505(1995BY CHAP 97-76 RELIEVED |
| BUILDINGS USED FOR THE COMMUNAL RELIGIOUS OBSERVANCES |
| FROM THE ACCESSIBITY REQUIREMENTS OF THIS ACT . THIS |
| DID NOT INCLUDE HOSPITALS, SCHOOLS OR PORTIONS OF |
| CHUCHES THAT WOULD BE RENTED OUT TO THE GENERAL PUBLIC, |
| ONLY THE SANCTUARY, THE PLACE OF WORSHIP. PLEASE SEE |
| MEMO DATED 8/16/1998 FROM THE ASSISTANT GENERAL COUNSEL |
| ALFRED O. BRAGG, III. A COPY IS ATTACHED. |
| THE OPTION NOT TO PROVIDE VERTICAL ACCESSIBLITY IS TO |
| APPLY TO THE STATE DEPARTMENT OF COMMUNITY AFFAIRS |
| FLORIDA BUILDING COMMISSION. A COPY IS ATTACHED. |
| |
| 24)2ND REQUEST,SHEET A3.2.1 DETAIL# 3,A 5.1.3 |
| DETAIL# 2 & S-8 DETAIL# 3 ALL INDICATETHAT THERE IS 2 |
| LAYERS OF SHEATHING ON TOP OF METAL DECK CONTNECTED TO |
| METAL TRUSSES. |
| IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF |
| MATERIAL WILL MAKE UP THE 2 LAYERS OF ROOF SHEATHING? |
| 106.2.1*. ADDITIONAL INFORMATION REQUIRED.NOTED THE |
| RESPONSE:SEE SPECIFICATIONS SECTION 06160- |
| SHEATHING, WITHOUT THE PRODUCT APPROVALS THAT ARE TO BE |
| SUPPLIED BY THE CONTRACTOR, WE DO NOT KNOW IF ONE OD |
| THE DENSE DECK PRODUCTS CAN BE USED, SECOND IF IT WILL |
| ALLOW THE ENHANCEDFASTENING THAT WILL BE NEEDED ON |
| ZONES 2 & 3 AND THE THIRD AREA OF CONCERN WAS THERE ARE |
| 2 LAYERS OF SHEATHING , I'M ONLY ASSUMING THIS SECOND |
| LAYER WOULD BETHE |
| ROOF INSULATION SINCE THE PLANS DO NOT SHOW IT AT A |
| LOWER LEVEL. AGAIN THE ROOFING REPORT AND THE SUBSYSTEM |
| THAT HAS NOT YET BEEN IDENTIED WILL INDICATE THESE |
| UNKNOWNS. SEE ROOFING ASSEMBLIES LISTED UNDER COMMENT |
| (31I). |
| |
| 25)2ND REQUEST,SHEET A5.1.1:PLANS INDICATE ON THE |
| EXTERIOR OF THE BUILDING MOULDINGS AT VARIOUS AREAS, |
| PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE TYPE OF |
| MOULDING AND ATTACHMENT. 1406.2.2 ARCHITECTURAL TRIM. |
| IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION |
| THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM) |
| IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS |
| SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE |
| PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT |
| COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL |
| COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD |
| COMPLYING WITH SECTION 2303.2 FOR EXTERIOR |
| INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN |
| EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION |
| DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL |
| TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE |
| GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED |
| NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE |
| WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE |
| BRACKETS. |
| POLYURETHANE- ETYMOLOGY: INTERNATIONAL SCIENTIFIC |
| VOCABULARY : ANY OF VARIOUS POLYMERS THAT CONTAIN NHCOO |
| LINKAGES AND ARE USED ESPECIALLY IN FLEXIBLE AND RIGID |
| FOAMS, ELASTOMERS, AND RESINS (AS FOR COATINGS)PLEASE |
| SEE WE NEED TO SEE A REPORT THAT THIS PRODUCT MEETS THE |
| TEST OF NONCOMBUSTIBILITY AND FOR WIND, (2) SEPERATE |
| REPORTS. |
| 703.4 NONCOMBUSTIBILITY TESTS. |
| THE TESTS INDICATED IN SECTIONS 703.4.1 AND 703.4.2 |
| SHALL SERVE AS CRITERIA FOR ACCEPTANCE OF BUILDING |
| MATERIALS AS SET FORTH IN SECTIONS 602.2 , 602.3 AND |
| 602.4 IN TYPE I, II, III AND IV CONSTRUCTION. THE TERM |
| ?NONCOMBUSTIBLE? DOES NOT APPLY TO THE FLAME SPREAD |
| CHARACTERISTICS OF INTERIOR FINISH OR TRIM MATERIALS. A |
| MATERIAL SHALL NOT BE CLASSIFIED AS A NONCOMBUSTIBLE |
| BUILDING CONSTRUCTION MATERIAL IF IT IS SUBJECT TO AN |
| INCREASE IN COMBUSTIBILITY OR FLAME SPREAD BEYOND THE |
| LIMITATIONS HEREIN ESTABLISHED THROUGH THE EFFECTS OF |
| AGE, MOISTURE OR OTHER ATMOSPHERIC CONDITIONS. 703.4.1 |
| ELEMENTARY MATERIALS. |
| MATERIALS REQUIRED TO BE NONCOMBUSTIBLE SHALL BE TESTED |
| IN ACCORDANCE WITH ASTM E 136. |
| |
| 703.4.2 COMPOSITE MATERIALS. |
| MATERIALS HAVING A STRUCTURAL BASE OF NONCOMBUSTIBLE |
| MATERIAL AS DETERMINED IN ACCORDANCE WITH SECTION |
| 703.4.1 WITH A SURFACING NOT MORE THAN 0.125 INCH (3.18 |
| MM) THICK THAT HAS A FLAME SPREAD INDEX NOT GREATER |
| THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 SHALL |
| BE ACCEPTABLE AS NONCOMBUSTIBLE MATERIALS. |
| |
| 25B)2ND REQUEST, BAR JOIST ALSO INDICATE SPRAY ON |
| FIREPROOFING, PLEASE PROVIDE THE MANUFACTURER'S |
| ADDITIONAL INFORMATION AS TO THE PRODUCT INFORMATION, |
| 106.2.1* |
| TABLE 601 BUILDING ELEMENT RATINGS FOR A TYPE IIA |
| BUILDING. |
| |
| 25C)2ND REQUEST, PLANS ALSO INDICATE THE USE OF 12" |
| BLOCK WITH FOAM IN PLACE INFORMATION, PLEASE PROVIDE |
| PRODUCT INFORMATION, 106.2.1*. RESPONSE INDICATES SEE |
| SPECS 7215. PLEASE PROVIDE THE MANUFSTURER'S COMPLIANCE |
| WITH 1.4 SEEFETY PRECAUTIONS MEETING THE REQUIREMENTS |
| OF ASTM C 930. ALSO PROVIDE AT WHAT DENSITY THE FOAM |
| WILL BE USED TO PROVIDE WHAT R-FACTOR. ALSO PROVIDE THE |
| FIRE PROTECTION CHARACTERISTICS OF BEING EEITHER SELF |
| EXTINGUISHING OR NON-COMBUSTIBLE. |
| |
| 26)2ND REQUEST,A5.2.1 PLEASE PROVIDE A CROSS |
| SECTION OF THE SPANDREL GLASS AND SLAB DETAIL PROVIDING |
| INFORMATION AS TO FIRE RATING AND MATERIALS USED TO DO |
| SO. PLEASE ALSOPROVIDE THE UL LISTING FOR THIS |
| HORIZONTAL FLOOR ASSEMBLY. 711.3 FIRE RESISTANCE |
| RATING. THE RESPONSE DOES PROVIDE A NEW DETAIL , DETAIL |
| 27/ A6.1.2 BUT THERE IS NO FIRE ASSMBLY LISTING |
| PROVIDED. |
| |
| 27)COMPLIED. |
| |
| 28)COMPLIED. |
| |
| 29) 2ND REQUEST,1609.1.4 PROTECTION OF OPENINGS. IN |
| WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| GLAZING THAT RECEIVES POSITIVE PRESSURE |
| IN THE LOWER 60 FEET (18.3 M) IN |
| BUILDINGS SHALL BE ASSUMED TO BE |
| OPENINGS AND THE BALANCE OF GLAZED |
| OPENINGS IN THE REST OF THE BUILDING |
| SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| GLAZING THAT RECEIVES POSITIVE PRESSURE |
| IS IMPACT RESISTANT OR PROTECTED WITH AN |
| IMPACT RESISTANT COVERING MEETING THE |
| REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| AND 203 REFERENCED THEREIN AS FOLLOWS: |
| 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| FEET (9.1 M) OF GRADE SHALL MEET THE |
| REQUIREMENTS OF THE LARGE MISSILE TEST. |
| 2.GLAZED OPENINGS LOCATED MORE THAN |
| 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| THE PROVISIONS OF THE SMALL MISSILE |
| TEST. |
| |
| 30)2ND REQUEST, 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 |
| |
| 31)2ND REQUEST,FL BLD CODE 1609.1.4: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT |
| INSPECTOR) OF PRODUCT |
| TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS:A) |
| EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB) |
| EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC) |
| ROOF HATCHES |
| D) FIXED WINDOWS |
| E) OPERTABLE WINDOWS |
| F) SPANDREL GLASS |
| G) MULLIONS VERTICAL AND HORIZONTAL |
| H) WALL LOUVERS |
| I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS |
| MODIFIED, |
| J) STRUCTURAL ANCHORS TRUSS ANCHORS |
| ROOF TILE AND ASSEMBLIES. |
| THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING |
| PRODUCTS: |
| THIS ROOF IS MISSING OR NOT IN |
| COMPLIANCE WITH THE FOLLOW ITEMS: |
| |
| ___ CONTRACTOR DID NOT PROVIDE THE MEAN |
| |
| ROOF HEIGHT. |
| |
| ___ CONTRACTOR DID NOT INDICATE THE ROOF |
| PITCH. |
| |
| ___ CONTRACTOR FAILED TO INDICATE WHICH |
| SYSTEM TO BE USED. |
| |
| ___ THE SYSTEM PROVIDED HAS A LOW |
| PRESSURE FOR ZONE ___ . |
| |
| ___ THE SYSTEM PROVIDED STATES |
| LIMITATION# 7, SHOULD THE FASTENER |
| RESISTANCE BE LESS THAN THAT |
| REQUIRED, AS DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED |
| FASTENER SPACING, PREPARED , SIGNED |
| AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF |
| CONSULTANT MAY BE SUBMITTED. |
| |
| ___THE SYSTEM PROVIDED INDICATES |
| LIMITATION# 9, NO ENHANCED |
| FASTENING ALLOWED. |
| |
| 32) 2ND REQUEST, W P B ADMINISTRTIVE CODE 106.3.3* |
| PRODUCT APPROVALS. THOSE PRODUCTS WHICH |
| ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE |
| DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| FOR JURISDICTIONAL APPROVAL. |
| |
| 33) COMPLIED. |
| |
| 34) COMPLIED. |
| |
| 35)2ND REQUEST,A9.1.1500 SERIES CONCRETE MASONARY |
| UNITS VARIOUS SHEETS INDICATE THE BLOCK TO BE PART OF A |
| RATED ASSEMBLY, BUT THERE IS NO INFORMATION HOW THE 1 |
| HR RATING WILL BE MAINTAINED WHEN ADJOINING TO PAN |
| DECK? SECTION 713.1 FIRE RESISTANT JOINT SYSTEMS PLEASE |
| PROVIDE THE U L LISTING. |
| |
| 713.1 GENERAL. JOINTS INSTALLED IN OR BETWEEN |
| FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING |
| ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL |
| BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM |
| DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME |
| PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE |
| RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH |
| IT IS INSTALLED. FIRE-RESISTANT JOINT SYSTEMS SHALL BE |
| TESTED IN ACCORDANCE WITH SECTION 713.3 . THE VOID |
| CREATED AT THE INTERSECTION OF A FLOOR/CEILING ASSEMBLY |
| AND AN EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE |
| PROTECTED IN ACCORDANCE WITH SECTION 713.4 . |
| |
| 713.3 FIRE TEST CRITERIA. |
| |
| FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN |
| ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E 1966 |
| OR UL 2079. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE |
| TESTED WITH BOTH FACES EXPOSED TO THE FURNACE, AND THE |
| ASSIGNED FIRE-RESISTANCE RATING SHALL BE THE SHORTEST |
| DURATION OBTAINED FROM THE TWO TESTS. WHEN EVIDENCE IS |
| FURNISHED TO SHOW THAT THE WALL WAS TESTED WITH THE |
| LEAST FIRE-RESISTANT SIDE EXPOSED TO THE FURNACE, |
| SUBJECT TO ACCEPTANCE OF THE BUILDING OFFICIAL, THE |
| WALL NEED NOT BE SUBJECTED TO TESTS FROM THE OPPOSITE |
| SIDE. |
| EXCEPTION: FOR EXTERIOR WALLS WITH A HORIZONTAL FIRE |
| SEPARATION DISTANCE GREATER THAN 5 FEET (1524 MM), THE |
| JOINT SYSTEM SHALL BE REQUIRED TO BE TESTED FOR |
| INTERIOR FIRE EXPOSURE ONLY. |
| |
| 713.4 EXTERIOR CURTAIN WALL/FLOOR INTERSECTION. WHERE |
| FIRE- RESISTANCE-RATED FLOOR OR FLOOR/CEILING |
| ASSEMBLIES ARE REQUIRED, VOIDS CREATED AT THE |
| INTERSECTION OF THE EXTERIOR CURTAIN WALL ASSEMBLIES |
| AND SUCH FLOOR ASSEMBLIES SHALL BE SEALED WITH AN |
| APPROVED MATERIAL OR SYSTEM TO PREVENT THE INTERIOR |
| VERTICAL SPREAD OF FIRE. SUCH MATERIAL OR SYSTEMS SHALL |
| BE SECURELY INSTALLED AND CAPABLE OF PREVENTING THE |
| PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE |
| COTTON WASTE WHERE SUBJECTED TO ASTM E 119 |
| TIME-TEMPERATURE FIRE CONDITIONS UNDER A MINIMUM |
| POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER |
| (2.49 PA) FOR THE TIME PERIOD AT LEAST EQUAL TO THE |
| FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. HEIGHT |
| AND FIRE-RESISTANCE REQUIREMENTS FOR CURTAIN WALL |
| SPANDRELS SHALL COMPLY WITH SECTION 704.9 . |
| |
| 36) 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. |
| |
| 37)THE PROPOSED BUILDING STRUCTURE TRANSGRESSES LEGAL |
| BOUNDARY LINES BETWEEN THE LOTS WHICH COMBINE TO FORM |
| 'THE SITE'.A 'UNITY OF TITLE' SHALL BE RECORDED AT |
| THE COUNTY COURTHOUSE. SUBMIT A COPY OF THE RECORDED |
| 'UNITY OF OF TITLE' DOCUMENT SO THAT FBC TABLE 601 |
| BOUNDARY LINE REQUIREMENTS MAY BE DEEMED NOT |
| APPLICABLE. |
| |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |