| Date |
Text |
| 2007-08-26 10:45:35 | 302 DATURA 2ND REVIEW, |
| | 9 STORY R-2,MERCANTILE& S-2 |
| | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 07020735 |
| | ADDRESS: 302 DATURA ST |
| | CONT: PEGASUS CONSTRUCTION |
| | TEL: (954)946-4227 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2006 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | 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 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) 2ND REQUEST, (3) ORIGINAL SIGNED AND SEALED SOILS |
| | REPORTS WILL BE REQUIRED ONLY (2) SUBMITTED. FBC |
| | 1802.2.1 QUESTIONABLE SOILS, |
| | WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN |
| | DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION |
| | BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . REPORTS |
| | HAVE COPIED SIGNATURES, NOT ORIGINALS. |
| | |
| | 3) NOTE,FL S S 713.13NOTICE OF COMMENCEMENT, TO BE |
| | FILED WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF |
| | THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS |
| | NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE |
| | RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: |
| | 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT |
| | THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. |
| | |
| | 4)2ND REQUEST,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 MINIMUM 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. |
| | |
| | 5-6 COMPLIED. |
| | |
| | 7) BUILDING PROVISO:109.3.10*IMPACT OF |
| | CONSTRUCTION. ALL CONSTRUCTION ACTIVITY REGULATED BY |
| | THIS CODE SHALL BE PREFORMED IN A MANNERSO AS NOT TO |
| | ADVERSELY IMPACT THE CONDITION OF ADJACENT PROPERTY, |
| | UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO 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 PARCEL 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. |
| | |
| | |
| | 8) BUILDING PROVISO: 109.3.10.1 HURRICANE 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 FAIL 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. |
| | |
| | 9) THE ARCHITECTURAL COVERSHEET UNDER THE PROJECT DATA |
| | SUMMARY: |
| | |
| | 9A)2ND REQUEST, LIFE SAFETY SHEET STILL INDICATES THE |
| | 2004 WITHOUT UPDATES, PLANS ARE DESIGNED UNDER THE 2004 |
| | FBC, PLANS SUBMITTED TO THE CITY AFTER DEC. 8, 2006 ARE |
| | TO BE DESIGNED TO THE 2006 FBC. |
| | |
| | 9B) 2ND REQUEST, THE ARCHITECTURAL COVER SHEET BUILDING |
| | AREA CALCULATIONS STILL LIST MEZZANINE IN BODY OF TEXT. |
| | THEPLANS ALSO INDICATE THIS IS TO BE A 8 STORY |
| | BUILDING. THE SO CALLED MEZZANINE LEVEL DOES NOT MEET |
| | THE DEFINITION OF A MEZZANINE THIS IS THE SECOND STORY, |
| | CREATING A NINE STORY BUILDING. SEE 502 DEFINITION OF |
| | MEZZANINE. |
| | |
| | 9C) COMPLIED. |
| | |
| | 10) COMPLIED. |
| | |
| | 11) THE LIFE SAFETY SHEET LS.1 DOES NOT CORRELATE WITH |
| | A2.31 ON THE SOUTH AND EAST GARAGE WALLS. SEE A2.31. |
| | |
| | 12-13) COMPLIED. |
| | |
| | 14)2ND REQUEST,A2.01INDICATES THE USE OF CAR |
| | LIFTS. PLEASE PROVIDE MANUFACTURERS SPECS ON THESE |
| | UNITS, ADDITIONAL COMMENTS MAY APPEAR ON LATTER REVIEWS |
| | WITH ADDITIONAL INFORMATION. NOT FOUND WITH THE PRODUCT |
| | APPROVALS. 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | 11-4.3.8 CHANGES IN LEVEL. |
| | CHANGES IN LEVELS ALONG AN ACCESSIBLE ROUTE SHALL |
| | COMPLY WITH SECTION 11-4.5.2 . IF AN ACCESSIBLE ROUTE |
| | HAS CHANGES IN LEVEL GREATER THAN ? INCH (13 MM), THEN |
| | A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT (AS |
| | PERMITTED IN SECTION 11-4.1.3 AND 11-4.1.6 ) SHALL BE |
| | PROVIDED THAT COMPLIES WITH SECTION 11-4.7 , 11-4.8 , |
| | 11-4.10 , OR 11-4.11 , RESPECTIVELY. AN ACCESSIBLE |
| | ROUTE DOES NOT INCLUDE STAIRS, STEPS, OR ESCALATORS. |
| | SEE DEFINITION OF "EGRESS, MEANS OF" IN SECTION 11-3.5 |
| | [SEE FIGURE 7 (C) AND FIGURE 7 (D)]. |
| | |
| | 15) 2ND REQUEST, THIS COMMENT IS COMMON TO MANY SHEETS, |
| | THE PLANS FAIL TO IDENTIFY VARIOUS COMMON DOORS THROUGH |
| | OUT THE PROJECT, PLEASE LABEL DOORS TO IDENTIFY FOR |
| | REQUIRED DOOR RATINGS. 106.1.2.* ADDITIONAL INFORMATION |
| | REQUIRED, TABLE 715.3 ETC. |
| | |
| | 15A) SHEET A2.30 THE STOREFRONT DOORS ARE NOT LABELED |
| | ON THE DOOR SCHEDULE FOUND ON |
| | A2.80- A2.80- A2.83. |
| | |
| | 16) 2ND REVIEW, THIS IS A REQUIRED STAIRWAY WHEN AN |
| | OCCUPANT LOAD OF 93, A2.01 STAIRWAY# 3 IS INDICATED AS |
| | PART OF THE POOL DECK MEANS OF EGRESS PLEASE SEE: LS . |
| | 3 THIS SHEET ALSO INDICATES THIS TO BE THE SECOND MEANS |
| | OF EGRESS FROM THE POOL DECK. |
| | 1022.5 LOCATION.EXTERIOR EXIT RAMPS AND STAIRWAYS |
| | SHALL BE LOCATED IN ACCORDANCE WITH SECTION 1023.3 . |
| | 1023.3 EXIT DISCHARGE LOCATION.EXTERIOR BALCONIES, |
| | STAIRWAYS AND RAMPS SHALL BE LOCATED AT LEAST 10 FEET |
| | (3048 MM) FROM ADJACENT LOT LINES AND FROM OTHER |
| | BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING |
| | EXTERIOR WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE |
| | WITH SECTION 704 BASED ON FIRE SEPARATION DISTANCE. |
| | |
| | THE PURPOSE OF THIS SECTION IS TO PROTECT THE USERS OF |
| | EXTERIOR STAIRWAYS FROM FIRE IN AN ADJACENT BUILDING BY |
| | REQUIRING SPECIFIC SEPARATION DISTANCE FROM THAT |
| | ADJACENT BUILDING. THE REASON FOR THE REQUIRED DISTANCE |
| | TO A LOT LINE IS TO PROVIDE FOR A FUTURE BUILDING THAT |
| | COULD BE BUILT ON THE ADJACENT LOT.TAKEN FROM THE |
| | 2004 FBC BUILDING CODE COMMENTARY. |
| | |
| | 1004.8 OUTDOOR AREAS. |
| | YARDS, PATIOS, COURTS AND SIMILAR OUTDOOR AREAS |
| | ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS |
| | SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY |
| | THIS CHAPTER. THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS |
| | SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN |
| | ACCORDANCE WITH THE ANTICIPATED USE. WHERE OUTDOOR |
| | AREAS ARE TO BE USED BY PERSONS IN ADDITION TO THE |
| | OCCUPANTS OF THE BUILDING, AND THE PATH OF EGRESS |
| | TRAVEL FROM THE OUTDOOR AREAS PASSES THROUGH THE |
| | BUILDING, MEANS OF EGRESS REQUIREMENTS FOR THE BUILDING |
| | SHALL BE BASED ON THE SUM OF THE OCCUPANT LOADS OF THE |
| | BUILDING PLUS THE OUTDOOR AREAS. |
| | |
| | |
| | 17) A2.01 THE NEW RAMP THAT IS LOCATED NEXT TO PARKING |
| | SPACE# 22 DOESN?T INDICATE THE LOWER LANDING AT THE |
| | GARAGE FLOOR. PLEASE INDICATE THE LOWER LANDING ON THE |
| | PLANS IT APPEARS THAT IT WILL STICK OUT INTO THE |
| | VEHICLE TRAFFIC LANE. 11-4.8.4.(2) LANDINGS. ALL |
| | LANDINGS |
| | ON RAMPS SHALL NOT BE LESS THAN 60" CLEAR, & THE BOTTOM |
| | OF EACH RAMP SHALL HAVE NOT LESS THAN 72" OF STRAIGHT & |
| | LEVEL CLEARANCE. |
| | |
| | 18) 2ND REQUEST, SHEET A2.01 THE PROPERTY LINE IS |
| | INDICATED ON THE EAST PORTION OF THE BUILDING, WHERE |
| | THERE ARE TWO DISPLAY CASES WHERE THE DOORS DO SWING |
| | OUT OVER THE PROPERTY LINE. 3202.2 ENCROACHMENTS ABOVE |
| | GRADE AND BELOW 8 FEET IN HEIGHT. |
| | ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY ABOVE GRADE |
| | AND BELOW 8 FEET (2438 MM) IN HEIGHT SHALL BE |
| | PROHIBITED EXCEPT AS PROVIDED FOR IN SECTIONS 3202.2.1 |
| | THROUGH 3202.2.3 . DOORS AND WINDOWS SHALL NOT OPEN OR |
| | PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 19) COMPLIED, SHEET C-4 INDICATES GRADE ON THE EXTERIOR |
| | AND A2.32 FOR THE INTERIOR. |
| | |
| | 20A) SHEET A9.20 DOES SHOW WALL CUT DETAILS WALL |
| | DESIGNATION 800 A 2HR BLOCK WALL INDICATES A TEST |
| | HW-D1003 BUT NOT WHAT LAB? PLEASE INDICATEU.L., |
| | PLEASE ALSO INCLUDE THIS STANDARD SINCE THE INSPECTORS |
| | WILL NOT HAVE A U.L. BOOK AT THE JOB SITE. THIS |
| | PARTICULAR |
| | DETAIL LIST MANY COMPANY PRODUCTS FOR THE FORMING |
| | MATERIAL(3A) BUT ONLY 3M COMPANY FB-2000 FOR PART 3B. |
| | |
| | |
| | 20B) SHEET A2.30 RETAIL UNIT R-301 INDICATES A WALL |
| | TYPE 105 NO SUCH WALL TYPE PLEASE CORRECT. |
| | |
| | 20C) SHEET A2.38 ?A2.43 ALL INDICATE TENANT SEPARATION |
| | WALLS WITH ASSOCIATED WALL TAGS, |
| | A9.01 INDICATES THE ACTUAL U.L. ASSEMBLIES IN PICTORIAL |
| | BUT THE SOUND TEST REFERENCE ONLY PROVIDES A SOUND TEST |
| | STANDARD NOT THE ACTUAL RESULTS OF SAID SOUND TEST. |
| | PLANS INDICATE VARIOUS SOUNDTEST STANDARDS PLEASE |
| | PRODUCE THESE STANDARDS. WHEN INVESTIGATINGTHE ** |
| | RAL-TL-90-166**EXTERIOR WALL SYSTEMS WITH EFIS |
| | FINISHES WAS BROUGHT UP. PLEASE PRODUCE THE TEST |
| | STANDARD THE NOTE AT THE BOTTOM OF THE SHEET NEEDS TO |
| | REFLECT THE DETAILS MEETING CODE COMPLIANCE.3 5/8? |
| | STUD WITH 1 LAYER OF 5/8? DRYWALL AND INSULATION HAS A |
| | STC RATING OF 46 NOT THE REQUIRED 50. SEE 1207.2. |
| | |
| | 21) COMPLIED. |
| | |
| | 22) SEMI-COMPLIED, PLEASE PROVIDE THE REQUIRED SIGNAGE |
| | FOR THE VAN ACCESSIBLE PARKING SPACES LOCATED WITHIN A |
| | PARKING STRUCTURE SHALL HAVE AN ADDITIONAL SIGN |
| | READING |
| | ** VAN ACCESSIBLE** MOUNTED BELOW THE SYMBOL OF |
| | ACCESSIBILITY. SUCH SIGNS SHALL NOT BE LOCATED SO THEY |
| | CAN NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. |
| | |
| | 23) COMPLIED. |
| | |
| | 24) WE ARE LOOKING FOR FOR A MANUFACTURERS SPEC NOT A |
| | SPEC NUMBER.) SHEET A2.03 H. C. LIFT PLEASE PROVIDE |
| | THE SPECS IN COMPLIANCE WITH: |
| | 11-4.11 PLATFORM LIFTS (WHEELCHAIR LIFTS ). 11-4.11.1 |
| | LOCATION. |
| | PLATFORM LIFTS (WHEELCHAIR LIFTS ) PERMITTED BY SECTION |
| | 11-4.1 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION |
| | 11-4.11 . |
| | 11-4.11.2 OTHER REQUIREMENTS. |
| | IF PLATFORM LIFTS (WHEELCHAIR LIFTS ) ARE USED, THEY |
| | SHALL COMPLY WITH SECTIONS 11-4.2.4 , 11-4.5 , 11-4.27 |
| | , AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND |
| | ESCALATORS , SECTION XX, 1990. |
| | 11-4.11.3 ENTRANCE. |
| | IF PLATFORM LIFTS ARE USED THEN THEY SHALL FACILITATE |
| | UNASSISTED ENTRY, OPERATION, AND EXIT FROM THE LIFT IN |
| | COMPLIANCE WITH SECTION 11-4.11.2 . |
| | FAIR HOUSING : ANSI A117.1 ELEVATORS 4.10. |
| | |
| | 25A-B) FAIR HOUSING GUIDELINE **PREFACE** NOTES THAT |
| | THE MANUAL (FAIR HOUSING GUIDELINE) USES TERMS SUCH AS |
| | RECOMMENDED, PREFERRED, SHOULD , COULD OR USES ITALICS |
| | THE DESIGNER MAY USE OTHER METHODS. SHEET A2.91DETAILS |
| | 3& 6 BOTH INCORPORATE RAMPS TO TRY TO ACCOMPLISH THE |
| | INTENT OF FAIR HOUSING GUIDELINE. ONE OF THE ISSUES |
| | THAT WE SEE IS |
| | NOTE # 9. ATTACHED TO THIS REVIEW IS AN EXAMPLE OF THE |
| | DOCUMENT THAT WOULD NEED TO BE RECORDED TO ALLOW FUNDS |
| | TO BE AVAILABLE THROUGH ESCROW FOR ANYTIME IN THE |
| | FUTURE FOR ANY UNITS THAT MAY NEED TO BE CONVERTED FOR |
| | THE DISABLED. IT COULD POSSIBLY EFFECT EVERY SECONDARY |
| | DOOR (SLIDING GLASS DOORS) WITHIN THE ENTIRE PROJECT, |
| | SO FUNDS HAVE TO BE AVAILABLE FOR SUCH WORK TO BE |
| | ACCOMPLISHED AND NOT FINANCIALLY AFFECTING THE DISABLED |
| | PERSON MOVING INTO ANY UNIT. |
| | |
| | 25C) DEPENDING ON THE ANSWER TO 25A-B, THE STRUCTURAL |
| | PLANS WILL ALSO NEED TO CORRELATE THEIR DETAIL SHEETS |
| | TO MEET THE REQUIREMENTS STATED ABOVE, FAIR HOUSING |
| | SECONDARY SLIDING GLASS DOORS. |
| | |
| | 25D-E)COMPLIED. |
| | |
| | 26-27) COMPLIED |
| | |
| | 28) 2ND REQUEST,SHEET A2.03 ELEVATOR LOBBY DOORS ONE |
| | DOOR INDICATES A 20MIN RATING THE OTHER NONE. PLEASE |
| | SEE TABLE 715.3. THE 20 MIN AND ? HR FIRE PARTITIONS OR |
| | CORRIDOR WALLS REQUIRED BY SECTION 1016.1. THE MORE |
| | RESTRICTIVE ELEVATOR LOBBIES WOULD REQUIRE THE ? HR |
| | OPENING PROTECTIVE. SEE CODE COMMENTARY UNDER 709.5 |
| | SMOKE BARRIERS STATING FIRE PARTITIONS, OTHER THAN |
| | CORRIDOR WALLS, ARE REQUIRED TO HAVE AN OPENING |
| | ASSEMBLY RATING OF 45 MINUTES IN ACCORDANCE WITH TABLE |
| | 715.3. SEE LIFE SAFETY PLAN LS3 AND DOOR SCHEDULE |
| | A2.80. |
| | 29-32) COMPLIED. |
| | |
| | 33) 2ND REQUEST, A2.03 THE SAME ISSUE WITH THE GATE |
| | NEXT TO THE SYMBOL EOD, THIS GATE REQUIRES 18? ON THE |
| | LATCH SIDE. FAIR HOUSING TABLE 404.2.4.1, FIGURE |
| | 404.2.1(A). RESPONSE INDICATED A REVISED SHEET AS |
| | REQUIRED BY SECTION 404.2.1 ? |
| | |
| | 34-37) COMPLIED. |
| | |
| | 38)2ND REQUEST,THE REVISED DETAIL STILL WILL HOLD |
| | 2? AT THE OVERFLOW AND 6? AT THE DRAIN. IF THE MAXIMUM |
| | OF 4? IS HELD AT THE OVERFLOW, THEN 8? OF WATER WILL BE |
| | HELD AT THE ROOF DRAIN 16 FEET AWAY, WITH THE MINIMUM |
| | WATER LOCATED SHEET A2.05 DETAIL# 13 INDICATE AN |
| | EMERGENCY OVERFLOW, THE SITUATION IS THE WAY THE DETAIL |
| | IS DRAWN WITH A MINIMUM OF 4? BEFORE RAINWATER STARTS |
| | TO RUN INTO THE OVERFLOW, WHERE THE PLUGGED UP ROOF |
| | DRAIN IS THE WATER MAY 7? OR 8? DEEP DEPENDING ON THE |
| | LOCATION OF THE ROOF DRAIN FROM THE OVERFLOW. 1503.4.3 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | |
| | 39) COMPLIED. |
| | |
| | 40) SHEET A.205 MAINTENANCE SHOP OR STORAGE AS |
| | INDICATED IN THE RESPONSE, PLEASE SEE DEFINITION OF |
| | PENTHOUSE 1509.2,THIS USAGE WILL CLASSIFY THIS AS A |
| | 10 STORY BUILDING. ALSO CHANGE COVERSHEET TO REFLECT |
| | THE NEW STORY PLUS PROVIDE THE FLOOR LIVE LOADING FOR |
| | LIGHT STORAGE. STRUCTURAL SHEETS WILL ALSO NEED TO |
| | REFLECT THE ADDITIONAL LOADING. |
| | |
| | 41-42)COMPLIED. |
| | |
| | 43) THE NEW DETAILS INDICATES THE USE OF CONCRETE |
| | MOLDINGS. PLEASE PROVIDE ATTACHMENT DETAILS. |
| | 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.1406.2.2 |
| | |
| | 44) COMPLIED. |
| | |
| | 45A) 2ND REQUEST, SHEET A2.30 PRE-CAST CONC. MOLDING |
| | DETAIL 3 OF A3.09PLEASE INDICATE SLAB SIZES AND |
| | ANCHORAGE. . 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.1406.2.2 |
| | |
| | 1405.5 ANCHORED MASONRY VENEER.ANCHORED MASONRY |
| | VENEER SHALL COMPLY WITH THE PROVISIONS OF SECTIONS |
| | 1405.5 , 1405.6 , 1405.7 AND 1405.8 AND SECTIONS 6.1 |
| | AND 6.2 OF ACI 530/ASCE 5/TMS 402. |
| | 1405.5 ANCHORED MASONRY VENEER. |
| | 1405.6 STONE VENEER |
| | 1405.7 SLAB-TYPE VENEER |
| | DESIGNERS CAN?T JUST RESTATE THE CODE SECTION FOR CODE |
| | COMPLIANCE. |
| | 45B)PLEASE SEE DETAIL 4 SHEET A8.05 AT WHAT HEIGHT IS |
| | THIS EFIS BAND LOCATED? |
| | |
| | 46-49) COMPLIED. |
| | |
| | 50) FIRE COMMAND ROOM: )FIRE COMMAND ROOM PLEASE |
| | PROVIDE COMPLIANCE WITH: 403.8 FIRE COMMAND . A FIRE |
| | COMMAND CENTER COMPLYING WITH SECTION 911 SHALL BE |
| | PROVIDED IN A LOCATION APPROVED BY THE FIRE |
| | DEPARTMENT. |
| | |
| | WHERE REQUIRED BY OTHER SECTIONS OF THIS CODE, A FIRE |
| | COMMAND CENTER FOR FIRE DEPARTMENT OPERATIONS SHALL BE |
| | PROVIDED. THE LOCATION AND ACCESSIBILITY OF THE FIRE |
| | COMMAND CENTER SHALL BE SEPARATED FROM THE REMAINDER OF |
| | THE BUILDING BY NOT LESS THAN A 1-HOUR |
| | FIRE-RESISTANCE-RATED FIRE BARRIER. THE ROOM SHALL BE A |
| | MINIMUM OF 96 SQUARE FEET (9 M 2 ) WITH A MINIMUM |
| | DIMENSION OF 8 FEET (2438 MM). A LAYOUT OF THE FIRE |
| | COMMAND CENTER AND ALL FEATURES REQUIRED BY THE SECTION |
| | TO BE CONTAINED THEREIN SHALL BE SUBMITTED FOR APPROVAL |
| | PRIOR TO INSTALLATION. THE FIRE COMMAND CENTER SHALL |
| | COMPLY WITH NFPA 72 AND SHALL CONTAIN THE FOLLOWING |
| | FEATURES. |
| | 1.THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM |
| | UNIT. |
| | 2.THE FIRE DEPARTMENT COMMUNICATIONS UNIT. |
| | 3.FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR |
| | UNIT. |
| | 4.ANNUNCIATOR UNIT VISUALLY INDICATING THE |
| | LOCATION OF THE ELEVATORS AND WHETHER THEY ARE |
| | OPERATIONAL. |
| | 5.STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING |
| | SYSTEMS. |
| | 6.THE FIRE-FIGHTER?S CONTROL PANEL REQUIRED BY |
| | SECTION 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN |
| | THE BUILDING. |
| | 7.CONTROLS FOR UNLOCKING STAIRWAY DOORS |
| | SIMULTANEOUSLY. |
| | 8.SPRINKLER VALVE AND WATER-FLOW DETECTOR DISPLAY |
| | PANELS. |
| | 9.EMERGENCY AND STANDBY POWER STATUS INDICATORS. |
| | 10.A TELEPHONE FOR FIRE DEPARTMENT USE WITH |
| | CONTROLLED ACCESS TO THE PUBLIC TELEPHONE SYSTEM. 11. |
| | FIRE PUMP STATUS INDICATORS. SEE ELECTRICAL AND |
| | MECHANICAL COMMENTS THAT DEAL WITH THE FIRE PUMP. 12. |
| | SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL FLOOR |
| | PLAN AND DETAILING THE BUILDING CORE, MEANS OF EGRESS, |
| | FIRE PROTECTION SYSTEMS, FIRE-FIGHTING EQUIPMENT AND |
| | FIRE DEPARTMENT ACCESS. |
| | 13.WORKTABLE. |
| | 14.GENERATOR SUPERVISION DEVICES, MANUAL START AND |
| | TRANSFER FEATURES. SEE ELECTRICAL AND MECHANICAL |
| | COMMENTS ABOUT GENERATOR AND FUEL STORAGE. |
| | 15.PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY |
| | REQUIRED BY OTHER SECTIONS OF THIS CODE. |
| | |
| | |
| | 51-55) COMPLIED. |
| | |
| | 56A) 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 ANDASTM 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. |
| | |
| | 56B) WITH MULTIPLE PRODUCTS OF THE SAME TYPE LARGE |
| | MISSILE, SMALL MISSILE AND NON-MISSILE RATED, INTERIOR |
| | ZONES AND END ZONES A COLOR COORDINATED CHART ON THE |
| | S-12 & S-13 SHEETS WILL ONLY BE THE WAY TO DESIGNATE |
| | WHAT PRODUCT GOES WHERE WITH THE CORRECTNESS NEEDED FOR |
| | THIS PROJECT |
| | |
| | 56C) THE STRUCTURAL S-12& S13 DO NOT ACCURATELY |
| | INDICATE THE END ZONES, THEY ARE TAKING THEM FROM |
| | AWNINGS PROTRUDING FROM THE BUILDING AND NOT THE |
| | CORNERS PLUS END ZONES ARE FIGURED USING 10 PERCENT OF |
| | THE LEAST HORIZONTAL DIMENSION ASCE 7-02, FIGURE 6-17 |
| | NOTE |
| | 8 (A). |
| | |
| | |
| | 56D)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) FIXED GLASS |
| | B) STOREFRONT GLASS: WINDOW WALL |
| | * CRAWFORD TRACY CORP PROVIDE FLORIDA |
| | COVERSHEETLARGE MISSILE 100+- |
| | * R.C. ALUMINUM PROVIDE FLORIDA COVERSHEET |
| | LMI , PICK A GLASS TYPE |
| | * YKK YHS-50 FS PROVIDE FLORIDA COVERSHEET |
| | PLUS THE BACK UP REPORT, TYPE OF |
| | MULLION AND GLAZING. |
| | C) OPERABLE WINDOWS : CASEMENT |
| | *RC ALUMINUM WINDOWS , PROVIDE THE FLORIDA |
| | COVERSHEET, THE BACKUP REPORT IS A |
| | MIAMI-DADE NOA GOOD FOR LARGE MISSILE+- |
| | 80 PSF SEE LIMITATION TO SIZE |
| | * EFCO 2700 PROVIDE FLORIDA COVERSHEET, |
| | GOOD TO -135 SEE LIMITATION SIZE WIND |
| | ONLY NO MISSILE TESTING |
| | * EFCO PROVIDE FLORIDA COVERSHEET, UPDATE |
| | NOA TO THE 2004 FBC VERSION, SEE |
| | SIZE LIMITATION |
| | |
| | C) OPERABLE WINDOWS: HOPPER/ PROJECT OUT STYLE |
| | * EFCO PROVIDE FLORIDA COVERSHEET +90/-100 LMI/ SMI |
| | *YKK YOW H PROVIDE FLORIDA COVERSHEET |
| | ACTUAL CASEMENT |
| | |
| | D) MULLIONS HORIZONTAL & VERTICAL |
| | E) SKYLIGHTS |
| | F) GLASS BLOCK |
| | G) LOUVERS |
| | * 4 MANUFACTURES WERE SUBMITTED PICKED |
| | PICK ONE |
| | H) HOLLOW METAL DOORS/ ROOF HATCHES |
| | * CURRIES 3070 PROVIDE FLORIDA |
| | COVERSHEET, +-80 |
| | * DAYBAR PROVIDE FLORIDA COVERSHEET, |
| | +-90 SINGLE |
| | I) GLASS DOORS SWING |
| | * EFCO D300/318 PROVIDE FLORIDA COVERSHEET |
| | LMI/SMI +- 60 |
| | *YKK 35H PROVIDE FLORIDA COVERSHEET, LMI |
| | HIGHLIGHT CHARTS SIZES TO BE USED FOR |
| | PRESSURES |
| | J) OVERHEAD DOORS/ COIL DOORS |
| | * BEST PROVIDE FLORIDA COVERSHEET HIGHLIGHT |
| | DOOR WIDTH TABLE 1 FOR PRESSURES |
| | K) SLIDING GLASS DOORS |
| | * EFCO 3005PROVIDE FLORIDA COVERSHEET, |
| | HIGHLIGHT CHARTS FOR REINFORCEMENT, AND |
| | * KAWNEER HPX PROVIDE FLORIDA COVERSHEET, |
| | +100/-125PRESSURES |
| | L) AUTOMATIC HORIZONTAL SLIDING DOORS |
| | M)PANEL WALL SYSTEM: SOFFITS, EFIS |
| | N) ROOFING ASSEMBLIES TO MANY TO LIST , ONCE |
| | CONTRACTOR HAS PICKED PRODUCT AND BEEN |
| | REVIEWED BY THE DESIGNER OF RECORD WE THEN WILL |
| | REVIEW THE DOCUMENTS SUBMITTED. |
| | 4 DIFFERENT ROOF TILE MANUFACTURES SUBMITTED |
| | SARNAFIL 60 PAGE ROOF SUBMITTAL WITH NO SUB-SYSTEM |
| | HIGHLIGHTED AS TO WHICH WILL BE |
| | INSTALLED ON THIS STRUCTURE |
| | 2 INSULATION BOARD COMPANIES |
| | O) PANEL WALL SYSTEMS- SIDING- NO PRODUCT |
| | APPROVALS |
| | 57)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 APPLICATION FOR LOCAL PRODUCT APPROVAL OR |
| | SITE SPECIFIC FORM PER RULE 9B-72. SEE ATTACHMENT. |
| | WWW.FLORIDABUILDING.ORG |
| | |
| | 58) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| | PRODUCT 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. |
| | |
| | 59) THIS NEXT ISSUE HAS BECOME A LARGE ISSUE ON |
| | PROJECTS!!!! WINDOWS NOT BEING LABELED. |
| | TESTING AND LABELING. 1714.5.2.1EXTERIOR WINDOWS AND |
| | GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT |
| | TESTING LABORATORY, AND SHALL BE LABELED WITH AN |
| | APPROVED LABEL IDENTIFYING THE MANUFACTURER, |
| | PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT |
| | CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION |
| | ENTITY OR MIAMI-DADE PRODUCT APPROVAL TO INDICATE |
| | COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE |
| | FOLLOWING SPECIFICATIONS:ANSI/AAMA/NWWDA 101/I.S.2 OR |
| | 101/I.S. 2/NAFS OR TAS 202 (HVHZ SHALL COMPLY WITH TAS |
| | 202 UTILIZING ASTME E 1300 OR SECTION 2404 . |
| | GLASS STRENGTH: DETERMINATION OF LOAD RESISTANCE OF |
| | GLASS FOR SPECIFIED LOADS OF PRODUCTS TESTED AND |
| | CERTIFIED IN ACCORDANCE WITH SECTION 1714.5.2.1 SHALL |
| | BE DESIGNED TO COMPLY WITH ASTM E 1300 IN ACCORDANCE |
| | WITH SECTION 2404 . |
| | |
| | 60)SHEET A2.90; THIS SHEET SHOWS MULLIONS USED BOTH |
| | VERTICALLY AND HORIZONTALLY, BEFORE A REVIEW OF THE |
| | PRODUCT APPROVALS WILL BE ABLE TO BEGIN THE DESIGN TEAM |
| | WILL NEED TO HIGHLIGHT WHICH MULLION WILL BE THE ONE |
| | THAT WILL CONTINUE FROM A STRUCTURAL FRAMING MEMBER TO |
| | THE OPPOSITE SIDE. |
| | |
| | 1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW |
| | AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS. |
| | MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL |
| | PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND |
| | LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL |
| | BE TESTED BY AN APPROVED TESTING LABORATORY OR BE |
| | ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING |
| | PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA |
| | CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND |
| | 1714.5.5.4 . |
| | |
| | 1714.5.5.2 LOAD TRANSFER. |
| | MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN |
| | PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR |
| | ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE. |
| | |
| | 1714.5.5.3 DEFLECTION. |
| | MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN |
| | PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR |
| | ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN |
| | L/175, WHERE L IS THE SPAN OF THE MULLION IN INCHES. |
| | |
| | 1714.5.5.4 STRUCTURAL SAFETY FACTOR. |
| | MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF |
| | ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE |
| | SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL |
| | STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE |
| | ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL |
| | BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT |
| | DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION |
| | SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE |
| | LOAD IS REMOVED. |
| | |
| | 61) 2ND REQUEST,ANOTHER BIG ISSUE WITH PRODUCT |
| | APPROVALS THAT THE DESIGN TEAM WILL SIGN OFF ON |
| | REVIEWED IS THEY WILL NOT ?HIGHLIGHT? WHICH GLAZING |
| | SYSTEM THEY HAVE APPROVED AND THE CORRESPONDING |
| | PRESSURES, NOR WILL THEY HIGHLIGHT IN SLIDING GLASS |
| | DOOR SYSTEMS WHICH |
| | RAIL SYSTEM WILL BE USED. THERE ARE 4 DESIGN CRITERIA |
| | USUALLY IN THESE PACKAGES. ONE WITH NO REINFORCEMENT, |
| | LIGHT , MEDIUM AND HEAVY REINFORCEMENT HIGHLIGHT WHICH |
| | SYSTEM IS TO BE USED. |
| | |
| | 62)ROOF REPORT WAS SUBMITTED IS MISSING OR NOT IN |
| | COMPLIANCE WITH THE FOLLOW ITEMS: |
| | _X__ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT. |
| | (FLAT ROOF) |
| | ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _X__ |
| | CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED. |
| | _X__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE |
| | _2&3__ . |
| | SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM |
| | HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED._X__ THE |
| | SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD THE |
| | FASTENERRESISTANCE BE LESS THAN THAT REQUIRED, AS |
| | DETERMINED BY THEBUILDING OFFICIAL, A REVISED |
| | FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A |
| | FLORIDA REGISTEREDPROFESSIONAL ENGINEER, |
| | REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT |
| | MAY BE SUBMITTED. |
| | _X__THE SYSTEM PROVIDED INDICATESLIMITATION# |
| | 9, NO ENHANCEDFASTENING ALLOWED. |
| | |
| | 63) SLOPED ROOF (7/ A8.06) INDICATES THE USE OF EITHER |
| | CLAY TILE OR CONCRETE TILE. SUBMIT REPORT AND HIGHLIGHT |
| | WHICH TYPE OF SYSTEM WILL BE USED TO RESIST THE MOMENT |
| | OF UPLIFT? |
| | |
| | 64)PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE |
| | ARE GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7 |
| | ATTACHMENT. |
| | CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN |
| | ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH |
| | FRSA/RTI INSTALLATION MANUAL. |
| | 1507.3.8 APPLICATION. |
| | TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE |
| | FRSA/RTI 07320- 04. |
| | |
| | 65) A3.30 INDICATES THE USE OF METAL PANEL ROOFING |
| | PLEASE PROVIDE ROOFING REPORT. |
| | |
| | 66)SHIMS FOR WINDOWS AND DOORS, SHEET A2.93 DETAIL# |
| | 9. |
| | 1714.5.4.3 WOOD OR OTHER APPROVED FRAMING MATERIALS. |
| | WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED |
| | FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES |
| | SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB |
| | CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN |
| | ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED |
| | INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM |
| | MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, |
| | LOCATED AND APPLIED IN A THICKNESS CAPABLE OF |
| | SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED |
| | TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE |
| | ROUGH OPENING SUBSTRATE. |
| | |
| | 67-69) COMPLIED. |
| | |
| | 70) CODE BACK UP STATEMENT FOR 56D) (H) MULTIPLE |
| | MANUFACTURERS PRODUCTS SUBMITTED, |
| | EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION |
| | 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR |
| | STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330 |
| | PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN |
| | PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 |
| | SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME |
| | OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN |
| | AFTER THE LOAD IS REMOVED. HIGH-VELOCITY HURRICANE |
| | ZONES SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED |
| | LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT |
| | DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER |
| | DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE. |
| | THE MINIMUM TEST SIZES AND MINIMUM DESIGN PRESSURES |
| | SHALL BE AS INDICATED IN TABLE 1714.5.3 . |
| | |
| | 71-73COMPLIED, WERE INFORMATIONAL FOR AWNINGS THAT ARE |
| | REQUIRED UNDER SEPARATE PERMIT. |
| | |
| | 74-78) COMPLIED. |
| | |
| | 79) )2ND REQUEST, A8.05 EXTERIOR SOFFITS, VARIOUS |
| | DETAILS INDICATE THE SOFFIT OR DROPPED CEILING, THERE |
| | IS NO INFORMATION ON THE TYPE OF STUDS, SPACING, |
| | ATTACHMENT TO DECK ABOVE OR TYPE OF LATH AND SPACING OF |
| | HORIZONTAL FRAMING MEMBERS IS THE WIRE LATH TIED UP OR |
| | SCREWED IN PLACE? |
| | 106.1.2 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 80) 2ND REQUEST,A8.06 DETAIL# 11 INDICATES THE USE OF |
| | 5V METAL CRIMP SIDING DIRECTLY APPLIED TO THE METAL |
| | FRAMING, WHAT TYPE OF BRACING IS TO BE USED? PLEASE |
| | PROVIDE THE PRODUCT APPROVAL INDICATING THIS IS |
| | STRUCTURAL SHEATHING NO SHEATHING REQUIRED. THIS IS A |
| | PRODUCT THAT IS CONSIDERED COMPONENTS AND CLADDING BY |
| | RULE 9B-72 AND WILL BE ADDRESSED BEFORE A PERMIT WILL |
| | BE ISSUED. EVEN ALL METAL BUILDINGS WITH METAL SIDING |
| | AND ROOFING ARE REQUIRED TO PROVIDE PRODUCT APPROVALS |
| | WITH A THIRD PARTY QUALITY ASSURANCE PROGRAM APPROVED |
| | THROUGH THE STATE. THIS COMMENT ALSO REVERTS BACK TO |
| | COMMENTS |
| | 56D,57 & 58. |
| | |
| | 81)COMPLIED. |
| | |
| | 82) SHEET A9.01: |
| | |
| | 82A) 2ND REQUEST, YOU CAN NOT JUST QUOTE CODE SECTION |
| | AND SAY THIS SATISFIES THE REQUEST, 106.1.1, & |
| | 106.1.2*. A9.01 VARIOUS DETAILS INDICATE A DESIGN SOUND |
| | TEST NUMBER, PLEASE INDICATE THE SOUND TRANSMISSION |
| | CLASS NUMERICALLY, 1207.2 AIR-BORNE SOUND. WALLS, |
| | PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING |
| | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR |
| | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS |
| | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR |
| | AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E |
| | 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES |
| | FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS; |
| | BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST |
| | DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE |
| | TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS |
| | REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE |
| | DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO |
| | THE FRAME AND SILL. |
| | |
| | 82B)2ND REQUEST, YOU CAN NOT JUST QUOTE CODE SECTION |
| | AND SAY THIS SATISFIES THE REQUEST, 106.1.1, & |
| | 106.1.2*. PLEASE PROVIDE COMPLIANCE WITH SOUND |
| | TRANSFERENCE THROUGH THE FLOOR SYSTEM? |
| | 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492. |
| | |
| | 83) A9.01 NOTES 2-4 ALL DEAL WITH THE BACKING BENEATH |
| | MARBLE AND TILE NOTE 2 INDICATES THE USE OF A |
| | CEMENTITITOUS BACKER BOARD AND NOTE 3 INDICATES THE USE |
| | OF GLASS MAT WATER RESISTANT BOARD BUT NOTE 4 INDICATES |
| | TILE BACKER BOARD, WHAT TYPE? |
| | |
| | 84-86) COMPLIED. |
| | |
| | |
| | |
| | |
| | 87) PROVISO: 87) ADJACENT TO EXCAVATIONS. |
| | EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR |
| | LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A |
| | BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE |
| | LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT |
| | LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE |
| | BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE |
| | STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN |
| | CHAPTER 16 . |
| | |
| | 88) COMPLIED. |
| | |
| | 89) SECOND REQUEST,S-8 INDICATES A TABLE OF CONCRETE |
| | COVERAGE HOW DOES THIS TABLE COMPLY WITH TABLE 601 THE |
| | HOUR RATINGS FOR STRUCTURAL FRAMES COLUMNS, GIRDERS OR |
| | BEAMS, FLOOR AND ROOF SLABS? THIS TABLE IS MINIMUM |
| | CONCRETE COVERAGE WHEN CONCRETE IS EXPOSED TO EARTH |
| | TABLE 1907.1. |
| | |
| | 90) 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. |
| | |
| | 91) A2.3.2 THE HANDICAPPED RAMP PLAN DOESNOT INDICATE |
| | THE REQUIRED 6?-0? BOTTOM LANDING. 11-4.8.4.(2) |
| | LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT BE LESS THAN |
| | 60" |
| | CLEAR, & THE BOTTOM OF EACH RAMP SHALL HAVE NOT LESS |
| | THAN 72" OF STRAIGHT & LEVEL CLEARANCE. |
| | |
| | 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS |
| | OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF |
| | CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST |
| | RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT |
| | BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC |
| | REQUIREMENT, THE SPECIFIC |
| | REQUIREMENT SHALL BE APPLICABLE. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | |
| | |
| | |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | |
