| 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] |
