| Date |
Text |
| 2008-03-17 12:37:10 | BUILDING PLAN REVIEW |
| | PERMIT: 08010592 |
| | ADD: 510 4TH STREET |
| | CONT:TRENTO CONSTRUCTION CO |
| | TEL: (786)631-5616 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW ?PLAN REVIEW? |
| | ACTION: DENIED |
| | |
| | 1A)--- 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. |
| | |
| | 1B)PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS, |
| | REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR |
| | REVIEW FOR PERMIT. |
| | IF YOUR PROJECT WILL REQUIRE A RESIDENT INSPECTOR OR IF |
| | YOUR PROJECT IS A THRESHOLD BUILDING REQUIRING A |
| | THRESHOLD INSPECTOR THEN (3) THREE SETS OF ALL SAID |
| | DOCUMENTS WILL BE REQUIRED FOR PERMIT ISSUANCE. 106.1* |
| | /2004 SUBMITTAL DOCUMENTSWEST PALM BEACH |
| | ADMINISTRATIVE CODE. |
| | |
| | 1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. SUCH INFORMATION SHALL BE |
| | SPECIFIC TO THE TECHNICAL CODES "SHALL NOT BE CITED AS |
| | A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR ITS |
| | EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC |
| | INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT |
| | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND |
| | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS |
| | DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 1D ) 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. |
| | |
| | 1E) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) |
| | AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS. |
| | |
| | 2) 1802.2.1 QUESTIONABLE SOIL. 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 . |
| | |
| | 3) PLEASE PROVIDE A COPY OF THE UNITY OF TITLE FOR |
| | BLOCK 16 OF PLAT CLOWS ADDITION, AND THE NORTHERN HALF |
| | OF 4TH STREET.THE UNITY OF TITLE SUBMITTED IS FOR |
| | BLOCK 27 OR THE SOUTH TOWER. NOTE, THE LANGUAGE IN THE |
| | UNITY OF TITLE FOR THE SOUTH BLOCK 27 THERE IS A TRUE |
| | PROPERTY LINE BETWEEN BLOCK 27 AND BLOCK 16 WHICH THIS |
| | BUILDING WILL BE BUILT UPON. |
| | UNITY OF TITLE. 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. |
| | |
| | 4) THIS BUILDING IS TO BE CLASSIFIED AS A ?THRESHOLD |
| | BUILDING? BY FLORIDA STATUTE 553.71 |
| | ANDREQUIRING 3 SETS OF ALL DOCUMENTS TO BE SUBMITTED |
| | TO THE BUILDING DEPARTMENT, PLANS ,REPORTS, PRODUCT |
| | APPROVALS AND SUBMITTALS. 109.3.6.* |
| | |
| | 5)INFORMATIONAL: 109.3.10* IMPACT OF CONSTRUCTION. |
| | ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL |
| | BE PERFORMED 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 PARCEL SHALL AS A |
| | PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED |
| | DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A |
| | CERTIFICATION FROM A LICENSED ENGINEER SHALL BE |
| | SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL |
| | OF THE FINAL INSPECTION. |
| | |
| | 6) INFORMATIONAL: 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 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. |
| | |
| | 7) SHEET AN-1.0:110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR |
| | RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OF THE CODE UNDER WHICH THE PROJECT IS |
| | DESIGNED. NOTE IF A BUILDING PERMIT IS NOT APPLIED FOR |
| | BEFORE OCT.1 2008 THE 2007 FLORIDA BUILDING CODE WILL |
| | BE ADOPTED AND ENACTED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE |
| | PROVISIONS OF CHAPTER 3. |
| | THIS BUILDING IS CLASSIFIED AS A MIXED USE OCCUPANCY, |
| | MISSING THE RETAIL ON THE FIRST FLOOR. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6, |
| | TABLE 601.COMPLIED. |
| | D) THE OCCUPANT LOAD, SEE 1004. |
| | E. ) NUMBER OF UNITS |
| | F ) NUMBER OF FLOORS |
| | G ) NUMBER OF BEDROOMS |
| | H ) NUMBER OF ROOMS |
| | I ) NUMBER OF BEDROOMS |
| | J ) SQ. FT. LIV SPACE/ FL |
| | K) SQ. FT. FOOTPRINT |
| | L ) TOTAL SQUARE FOOT WITHIN BUILDING |
| | |
| | 7C) PLANS INDICATE THAT A SEPARATE PERMIT WILL BE |
| | REQUIRED FOR. NOTE THIS STRUCTURE IS DESIGNED AS AN |
| | ENCLOSED STRUCTURE WITH A INTERNAL PRESSURE COEFFICIENT |
| | OF +/-0.18 REQUIRING |
| | GLAZED OPENING PROTECTION TO COMPLETE THE ENVELOPE OF |
| | THE BUILDING, REQUIRING THE EXTERIOR WINDOWS AND DOORS |
| | AS PART OF THIS PERMIT PACKAGE, 106.3.5.1.1(8) BEFORE |
| | THE BUILDING PERMIT WILL BE ISSUED. |
| | |
| | 8)SHEET AN-2.0: |
| | 8A) GRIDLINE A & A.1 WHICH IS THE SOUTH BASEMENT WALL, |
| | NO WALL IDENTIFICATION TAGS. |
| | |
| | 8B) NOTE, THERE CAN BE NO OPENINGS THROUGH TO THE SOUTH |
| | GARAGE, THIS IS A TRUE PROPERTY LINE, THERE IS NO |
| | LONGERA PUBLIC ACCESS RIGHT OF WAY, (PUBLIC STREET) |
| | SEE TABLE 704.8. |
| | |
| | 8C) STAIRWELL# 1 PLEASE PROVIDE WALL IDENTIFICATION |
| | TAGS, 106.1.2 & 707.4. |
| | |
| | 8D) STAIRWELL DOORS LISTED ON SHEET AN-8.0DOOR # 3 ARE |
| | INDICATED AS A ?B? LABEL DOOR REFLECTING THE AMBIENT |
| | TEMPERATURE RISE BUT THE DOOR SCHEDULE FAILS TO |
| | IDENTIFY IN HOURS THE ASSEMBLY RATING, PLEASE SEE TABLE |
| | 715.3. |
| | |
| | 8E) THE ELEVATOR DOORS LISTED ON SHEET AN-8.0 DOOR # 12 |
| | ARE LISTED AS A ?B? LABEL DOOR BUT THE HOUR RATING IS |
| | NOT PROVIDED. |
| | |
| | 8F) REFERENCE ** PLEASE CORRECT FROM THE SFBC AND |
| | SECTION TO THE CURRENT CODE. |
| | |
| | 9) SHEET AN-2.1: |
| | 9A) THIS SHEET INDICATES A DROP OFF OR LOADING ZONE AT |
| | THE FRONT CURB LINE. THIS SHEET NOR |
| | AN-1.2 INDICATE AACCESS AISLE 60 INCHES BY 20FEET, |
| | PLEASE SEE THE REQUIREMENTS |
| | OF 11-4.6.6. PLEASE SEE 11-4.29.5 DETECTABLE WARNINGS |
| | AT HAZARDOUS VEHICULAR AREAS. |
| | |
| | 9B)PLEASE SEE STAIR#2 & STAIR#4, THEY BOTH DROP YOU |
| | OUTSIDE OF THE 2 HR RATED ENCLOSURE WHILE STILL WITHIN |
| | THE FOOTPRINT OF THE BUILDING. PLEASE SEE 403.13 AND |
| | 1019.1.8.1. STAIRWELL# 4 ALSO DROPS YOU IN A TRAFFIC |
| | AREA WITH NO SIDEWALK OR WALKWAY. |
| | |
| | 9C) THIS COMMENT WILL STAND FOR ALL EXIT ENCLOSURES 4 |
| | STORIES OR MORE THAN HEIGHT, ALL DOORS THAT ARE |
| | DESIGNATED BY DOOR# 3 ARE TO BE 90 MINUTE OPENING |
| | PROTECTION SEE TABLE 715.3. |
| | |
| | 9D) IN THE NORTHEAST CORNER OF THE GARAGE BY PARKING |
| | SPACE# 12 THERE IS A DOOR # 04 WHICH IS AN EXIT THAT |
| | ALSO LEADS DIRECTLY INTO THE TRAFFIC LANE WITH NO |
| | WALKWAYS LEADING TO THE PUBLIC WAY. SEE EXIT DISCHARGE& |
| | 11-4.1.3(8)(A) &(B). |
| | |
| | 9E) BOTH THE LAUNDRY ROOM AND TRASH ROOM ARE BOTH |
| | CONSIDERED TERMINATION ROOMS REQUIRING THE DOOR TO HAVE |
| | BE ? HR OPENING PROTECTION. SEE 707.13.4. THIS DOOR IS |
| | TO BE SELF-CLOSING OR AUTOMATIC CLOSING UPON THE |
| | DETECTION OF SMOKE. |
| | |
| | 9F) DOORS THAT LEAD FROM THE LOBBY INTO THE PARKING |
| | GARAGE ARE LED INTO THE GARAGE BY DOOR# 14, PLEASE |
| | CORRECT THE DOOR SCHEDULE AND PROVIDE HR RATING SEE |
| | TABLE 302.3.2 AND TABLE 715.3. |
| | |
| | 9G) THE RETAIL TENANT SPACE WITH 828 SQ FT IS INDICATED |
| | WITH THE TENANT SEPARATION WALLS AS NON-RATED WALLS, |
| | PLEASE SEE 708.3.& 302.2. |
| | |
| | 9H) THE FIRE CONTROL ROOM IS TO BE SEPARATED BY A |
| | 1-HOUR RATED WALL AND OPENING PROTECTIVES. SEE DOOR 15 |
| | IS NOT PROVIDED IN HOURS THE FIRE RATING PLEASE |
| | CORRECT, TABLE 715.3. |
| | |
| | 9I) MISSING WALL IDENTIFICATION TAG FOR THE WALL THAT |
| | SEPARATES THE LOBBY ANDBICYCLE STORAGE AREA. |
| | |
| | 9J)RESTROOMS NEXT TO BICYCLE STORAGE NEED ACCESSIBLE |
| | RESTROOMS11-4.16. SHOWER ROOMS NEXT TO THE BICYCLE |
| | STORAGEPLEASE SEE 11-4.21.7. CURBS. 11-4.21.4 GRAB |
| | BARS. THE |
| | RESTROOMS ARE MISSING THE SINK IN THE STALL, SEE |
| | FLORIDA ACCESSIBILITY COMMON AREAS 11-4.22.4/ |
| | 11-4.17.3.& 11-4.13.7 DOORS IN SERIES. |
| | |
| | 9K) FIRE PUMP ROOM IS INDICATED AS A LOUVER IN THE 2 HR |
| | RATED WALL AND NOTE TO SEE MECHANICAL PLAN MN-2.04 NO |
| | MENTION OF FIRE DAMPER IN THE RATED WALL. SEE TABLE |
| | 716.3.1. |
| | |
| | 9L) DOOR # 16 THE BACK OF THE RETAIL TENANT SPACES AND |
| | THE DOOR LEADING TO THE MEETING ROOM IS IDENTIFIED AS |
| | DOOR TYPE M A PAIR OF LOUVERED DOORS. PLEASE SEE TENANT |
| | SEPARATION REQUIREMENTS AND RATINGS. |
| | |
| | 10) SHEET AN2.2: |
| | 10A) PLEASE PROVIDE CALCULATIONS FOR WHAT AREA IS TO BE |
| | CONSIDERED A MEZZANINE. SEE 505.2 |
| | THE AGGREGATE AREA OF A MEZZANINE WITHIN A ROOM SHALL |
| | NOT EXCEED ONE-THIRD OF THE AREA OF THAT ROOM OR SPACE |
| | IN WHICH THEY ARE LOCATED. IT APPEARS THIS IS A SECOND |
| | FLOOR. |
| | |
| | 10B) DOOR # 14 IS THE REFUSE CHUTE ACCESS ROOM |
| | REQUIRING A ? HR OPENING PROTECTIVE. PLEASE CORRECT |
| | DOOR SCHEDULE DOOR CLASSIFICATION AND RATING 707.13.3. |
| | |
| | 10C) THE REFUSE SHAFT WALL IS NOT TAGGED ON THIS SHEET. |
| | 707.4. |
| | |
| | 10D)STAIR# 4 THE MEZZANINE LEVEL IT APPEARS THAT |
| | WITHIN THE STAIRWELL THERE IS A WALL NOT RATED, THIS |
| | WALL APPEARS TO BE THE EXIT PASSAGE WAY ON THE FIRST |
| | FLOOR LEVEL AND PART OF THE EXIT ENCLOSURE. PLEASE TURN |
| | TO PN-2.05 IT APPEARS THAT WITHIN THE ENCLOSURE THERE |
| | ALSO RUNS A 3? SANITARY STACK AND AIR ADMITTANCE |
| | DEVICE. 707.7.1 & 1019.1.2. |
| | |
| | 10E) PLEASE SEE STAIRWELL# 3 AND 3 INCH STACK IN |
| | STAIRWELL, 707.7.1 & 1019.1.2. |
| | |
| | 10F)STAIRWELL# 1THE MEZZANINE LEVEL APPEARS AGAIN |
| | TO HAVE A LARGE VOID SPACE FROM THE FIRST FLOOR, PLEASE |
| | SEE PN-2.06 WHERE BOTH A 3? AND 4? RISER DROP BELOW THE |
| | 2ND FLOOR SLAB AND ARE PICKED UP IN THE MEZZANINE LEVEL |
| | STAIRWELL, MEZZANINE LEVEL VOID. SEE 707.7.1 & |
| | 1019.1.2. |
| | |
| | 11) SHEET AN-2.3: |
| | 11A) THIS COMMENT WILL STAND FOR THE 2ND THROUGH THE |
| | 8TH FLOORS, MISSING THE REQUIRED ELEVATOR LOBBY: |
| | 707.14.1ELEVATOR LOBBY. ELEVATORS OPENING INTO A |
| | FIRE-RESISTANCE-RATED CORRIDOR AS REQUIRED BY SECTION |
| | 1016.1 SHALL BE PROVIDED WITH AN ELEVATOR LOBBY AT EACH |
| | FLOOR CONTAINING SUCH A CORRIDOR. THE LOBBY SHALL |
| | SEPARATE THE ELEVATORS FROM THE CORRIDOR BY FIRE |
| | PARTITIONS AND THE REQUIRED OPENING PROTECTION. |
| | ELEVATOR LOBBIES SHALL HAVE AT LEAST ONE MEANS OF |
| | EGRESS COMPLYING WITH CHAPTER 10 AND OTHER PROVISIONS |
| | WITHIN THIS CODE. |
| | SEE ALSO CODE COMMENTARY. |
| | |
| | 11B) THIS COMMENT WILL STAND FOR THE 2ND THROUGH THE |
| | 8TH FLOORS,VARIOUS CONDO UNITS DO NOT PROVIDE WALL |
| | TAGS IDENTIFYING THE WALLS BETWEEN UNITS AND OR UNITS |
| | AND ASSOCIATED ROOMS SUCH AS THE MEETING ROOMS AND OR |
| | BUSINESS CENTER. |
| | 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. |
| | |
| | 11C) THIS COMMENT WILL STAND FOR THE 2ND THROUGH THE |
| | 8TH FLOORS. PROVIDE INFORMATION AS TO HOW CODE |
| | COMPLIANCE WILL BE ACHIEVED FOR : 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. |
| | |
| | 11D) EAST END OFTHE BUILDING TENANT STORAGE UNIT AND |
| | DOOR#18 ARE TO RESIST THE PASSAGE OF SMOKE PLEASE |
| | PROVIDE SEE 302.1.1.1 AND 710.5.2. |
| | |
| | 11E) EAST END OF THE BUILDING THE MAIN ELECTRIC ROOM |
| | WALL COMMON TO CONDO UNIT IS INDICATED TO BE A ?P-2? |
| | TYPE PARTITION, PLEASE PROVIDE THE STC RATING FOR THIS |
| | WALL 1207.2 |
| | AIR-BORNE SOUND. |
| | |
| | 12)SHEET AN-2.4: |
| | 12A) GRID LINE O-4 THERE IS A ROOM THAT IS NOT |
| | IDENTIFIED THE MECHANICAL PLAN INDICATES A MECHANICAL |
| | ELECTRICAL ROOM. 106.1.2. ADDITIONAL INFORMATION |
| | REQUIRED. |
| | |
| | 12B) JUST ADJACENT THERE APPEARS TO BE A SPACE OR VOID |
| | AREA THAT APPEARS TO BE A SHAFT, ADDITIONAL INFORMATION |
| | REQUIRED, 106.1.2.THIS COMMENT WILL SERVE FOR ALL |
| | FLOORS. |
| | |
| | 12C) THE LINEN ACCESS ROOM AND REFUSE ACCESS ROOMS ARE |
| | NOT IDENTIFIED NOR WALL TAGS PROVIDED WITH WALL |
| | RATINGS, PLEASE IDENTIFY.707.13.3. |
| | |
| | 12D) GRID LINE G1 BETWEEN 15& 16 THERE IS A VOID SPACE |
| | ON THIS PLAN PLEASE IDENTIFY THIS SPACE IT APPEARS THIS |
| | MAY BE A SHAFT REQUIRING 2 HR CONSTRUCTION. 707.4. THIS |
| | AREA DOES APPEAR TO BE CONSISTENT ON ALL FLOORS .THIS |
| | COMMENT WILL SERVE FOR ALL FLOORS. |
| | |
| | 12E) GRID LINE G BETWEEN 3 & 4 APPEAR TO HAVE THE SAME |
| | VOID AREA IS SHAFT WALL CONSTRUCTION REQUIRED TO BE 2 |
| | HR. 707.4. THIS COMMENT WILL SERVE FOR ALL FLOORS. |
| | |
| | 12F) GRID LINE N & 15.1 IT APPEARS TO BE A VOID SPACE |
| | IS THIS SHAFT WALL CONSTRUCTION REQUIRED TO BE 2 HR |
| | 707.4. THIS COMMENT WILL SERVE FOR ALL FLOORS. |
| | |
| | 13) SHEET AN-2.8ROOF DECK: |
| | 13A)NOTE THERE ARE TWO AREAS OF THE ROOF THAT HAVE ROOF |
| | DRAINS BUT NO OVERFLOW EMERGENCY SCUPPERS: |
| | 13A) (1) ON GRID LINE E2 JUST TO THE RIGHT OF |
| | ELEVATOR# 5. |
| | 13A)(2) NORTH OF GRID LINE M AND EAST OF GRID LINE |
| | 13, |
| | IN BOTH CASES THE SURROUNDING OVERFLOW SIZE HAS STAYED |
| | THE SAME BUT THE VOLUME THAT WOULD HAVE BEEN DOUBLED |
| | ISN?T INDICATED WITH LARGER OVERFLOW SCUPPERS? 1503.4. |
| | |
| | 13B) ELEVATOR# 5 INDICATES AN ELEVATOR EQUIPMENT ROOM |
| | WITH NO WALL RATINGS, PLEASE SEE |
| | 3006.4. |
| | |
| | 13C) POOL DECK SHEET AN-6.2 INDICATES THE ELEVATOR AND |
| | POOL DECK, WITH A STORAGE ROOM |
| | WHAT HAPPENS TO THE ELEVATOR HOIST WAY TO THE WEST SIDE |
| | DOES IT ALSO BECOME A SINGLE ELEVATOR TO THIS FLOOR |
| | LEVEL? |
| | |
| | 13D)FOR THE METAL STAIRS AND GRANDSTAND PLEASE |
| | PROVIDE THE MINIMUM LIVE LOADS THESE AREAS ARE TO BE |
| | DESIGNED TO. ONCE THESE FACTORS ARE KNOWN SHOP DRAWINGS |
| | TO FOLLOW AFTER PERMITTING. TABLE 1607.1. |
| | 13E) THE 48? HIGH POOL GATE SEPARATING THE SKY CINEMA |
| | AND POOL DECK IS MISSING THE 18? |
| | ON THE LATCH SIDE. SEE A117.1 98 TABLE 404.2.4.1 FIGURE |
| | 404.2.4.1(A). |
| | |
| | 13F) SHEET AN-7.5 THE RESTROOMS ARE MISSING THE SINK IN |
| | THE STALL, SEE FLORIDA ACCESSIBILITY COMMON AREAS |
| | 11-4.22.4/ 11-4.17.3. |
| | |
| | 14) STAIR IDENTIFICATION: |
| | 14A) PLEASE SEE 1019.1.6 FOR REQUIREMENTS FOR AN |
| | APPROVED BARRIER AT THE LEVEL OF EXIT DISCHARGE TO |
| | PREVENT PERSONS FROM UNINTENTIONALLY CONTINUING INTO |
| | THE LEVELS BELOW. |
| | THIS COMMENT WILL HOLD FOR ALL STAIRS THAT LEAD BELOW |
| | GRADE. |
| | |
| | 14B) STAIR FLOOR NUMBERING SIGNAGE REQUIRED PLEASE SEE |
| | 1019.1.7 FOR REQUIRED SIGNAGE, FLOOR LEVEL, THE |
| | TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE |
| | AND THE IDENTIFICATION OF THE STAIR AND AVAILABILITY OF |
| | ROOF ACCESS. THIS STATEMENT WILL SERVE FOR ALL |
| | STAIRWELLS AFFECTED. |
| | |
| | 14C) 1019.1.8 PLEASE SEE 1019.1.8 SMOKE PROOF |
| | ENCLOSURES. PLEASE PROVIDE CODE COMPLIANCE FOR SMOKE |
| | PROOF ENCLOSURES OR PRESSURIZED STAIRWAY IN ACCORDANCE |
| | WITH 909.20. |
| | |
| | 15) SHEET AN-6.9 |
| | 15A) DETAIL# 8 INDICATES THE USE OF 3/4INCH CDX PLYWOOD |
| | SHEATHING. PLEASE SEE TABLE 601 FOOTNOTE ?(2). PLEASE |
| | PROVIDE WHAT TYPE OF SHEATHING WILL BE USED SINCE THE |
| | CDX PLYWOOD WILL NOT MEET THE REQUIREMENT F FOOTNOTE |
| | ?C? |
| | |
| | 15B) PLEASE NOTE THAT ANY FABRIC CANOPIES SHOWN ON THE |
| | PLANS WILL REQUIRE A SEPARATE PERMIT AND ASSOCIATED |
| | FEES. 108.3. |
| | |
| | 16) SHEET AN-6.13: |
| | 16A) THE PLANS INDICATE THE USE OF 4X10, 4X12 CYPRESS |
| | WOOD BEAMS AND T& G SHEATHING. |
| | PLEASE SEE THE REQUIREMENTS FOR USING FIRE RETARDANT |
| | TREATED WOOD IN TYPE I-A BUILDINGS |
| | SEE TABLE 601 FOOTNOTE( C )(2) (III) . |
| | |
| | 16B) NOTE THAT AS DETAILED THE ROOFING NAILS WILL |
| | PENETRATE THE T&G SHEATHING AND WILL BE VISIBLE. SEE |
| | 1507.3.6THE FASTENER SHALL PENETRATE THE DECK A |
| | MINIMUM OF 0.75 INCHES OR |
| | THROUGH THE THICKNESS OF THE DECK, WHICHEVER IS LESS. |
| | |
| | |
| | 17) AN-6.16: |
| | 17A) THE PLANS SHOW SEVERAL CUT DETAILS SECTION G SHEET |
| | A9.1 THIS SHEET IS MISSING FROM THE PLANS, IT IS SHOWN |
| | ON THE INDEX SHEET. |
| | |
| | 17B) THE MISSING SHEET A9.1 SECTION G & K DOES NEED TO |
| | SHOW COMPLIANCE WITH FLASHINGS SEE 1405.3. SEE SILLS, |
| | PROJECTING TRIM AND COPINGS. |
| | |
| | 17C)DETAIL G SHEET A9.2 IS A TYPICAL SLIDING GLASS |
| | DOOR DETAIL, PLEASE SEE COMMENT ABOVE ABOUT FLASHINGS. |
| | THE REAL ISSUE IS HOW YOU INTEND TO COMPLY WITH FAIR |
| | HOUSING, |
| | SLIDING SECONDARY DOORS AT CONCRETE LANDINGS. FROM THE |
| | INTERIOR FINISH FLOOR TO THE TOP OF THE TRACK THE |
| | HEIGHT CHANGE IS TO BE I/4? IT CAN BE ?? IF A FILLER |
| | WITH A 1:2 SLOPE IS APPLIED. |
| | THEN THE MAX DROP OF 4? TO THE FINISHED CONCRETE |
| | BALCONY DECK BELOW. SEE ATTACHMENT. |
| | THE FAIR HOUSING ACT MADE IT LAW A NATIONAL STANDARD |
| | FOR BUILDINGS AND FACILITIES PROVIDING ACCESSIBILITY |
| | AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE. THE |
| | GUIDELINES ARE NOT MANDATORY BUT INTENDED TO PROVIDE A |
| | SAFE HARBOR FOR COMPLIANCE WITH THE ACCESSIBILITY |
| | REQUIREMENTS OF THE FAIR HOUSING ACT. |
| | |
| | ATTACHED IS ONE OTHER METHOD OF MEETING THESE |
| | REQUIREMENTS. IT HAS BEEN REVIEWED BY THE CITY?S |
| | ATTORNEYS AS WELL AS REVIEW BY FAIR HOUSING, NOTE THIS |
| | DOCUMENT DOES HAVE TO BE RECORDED BY THE COUNTY CLERK. |
| | |
| | 18) SHEET AN-9.4, DETAILS FOR EXPANSION JOINT |
| | MATERIALS, PLEASE PROVIDE MANUFACTURERS SPEC FOR FIRE |
| | RATING OF SLABS TABLE 601. 3HR FLOOR CONSTRUCTION, 1 HR |
| | REDUCTION FOR FIRE SPRINKLERS. |
| | |
| | 19)SHEET AN-2.21: THIS COMMENT WILL BE FOR ALL |
| | FLOORS. |
| | 19A) THIS SHEET DOES NOT IDENTIFY THE SECONDARY SLIDING |
| | GLASS DOORS LEADING TO THE UNIT BALCONIES. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED. PLEASE SEE DOOR |
| | SCHEDULE LOCATED ON SHEET AN-8.0.SLIDING GLASS DOORS |
| | NUMBERED 9 & 10 WILL REQUIRE A CLEAR MEASUREMENT OF 32? |
| | FAIR HOUSING ANSI A117.1-1998 404.2.3. CLEAR WIDTH. |
| | |
| | 19B) PLEASE ALSO INDICATE COMPLIANCE WITH ANSI |
| | A117.1-98 SECTION 404.2.7 COMPLIANCE WITH DOOR HARDWARE |
| | FOR SLIDING GLASS DOORS. |
| | |
| | 20) SHEET AN-2.23- AN-2.30 THE DOORS TO THE INTERIOR |
| | OF THE UNITS ARE NOT IDENTIFIED PER THE DOOR SCHEDULE. |
| | ADDITIONAL INFORMATION REQUIRED, 106.1.2.FAIR HOUSING |
| | CHAPTER # 4. |
| | |
| | 21) 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. |
| | |
| | 22) 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 |
| | C) CASEMENT WINDOWS |
| | |
| | |
| | D) MULLIONS- IF NOT PART OF THE PRODUCT APPROVAL |
| | 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. |
| | |
| | 1714.5.5.4 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. |
| | |
| | E) WALL LOUVERS |
| | F) GLAZED DOORS |
| | G) GLAZED DOORS WITH SIDELIGHTS |
| | H) SLIDING GLASS DOORS |
| | 22I) EXTERIOR SWING METAL DOORS |
| | 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 . |
| | 22J) EXTERIOR ROLL UP DOORS |
| | 22K) ROOFING ASSEMBLIES: |
| | 1) FLAT ROOFING SYSTEMS |
| | 2)ROOFING TILE & UNDERLAYMENT?S |
| | 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. |
| | 3) ROOFING FASTENERS- SPRAYED OR MECHANICAL |
| | 4) PRE-ENGINEERED A/C STANDS |
| | |
| | 23)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 |
| | |
| | 24) 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. |
| | 25) 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. |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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. |
| | |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| | |
| | |
| | |
| | |
| | |
