| Date |
Text |
| 2005-11-22 00:00:00 | |
| | PERMIT: 05080678 |
| | ADD: 719 EXECUTIVE CENTER DR |
| | (LOFT# 2) |
| | CONT: THE WEITZ CO. |
| | TEL: (561)686-5511 |
| | CELL:(954)675-4302 |
| | |
| | ARCHITECT: ACI ARCHITECRTURALGROUP |
| | PAUL M. TWITTY |
| | TEL:(561)832-5599 |
| | STRUC ENGINEER: ONM&J |
| | PHILLIP RIZZO |
| | TEL:(561)835-9994 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) 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) 105.8* PROVIDE NOC RECORDED WITH THE |
| | CLERK OF COURT BEFORE A PERMIT CAN BE |
| | ISSUED. |
| | |
| | |
| | |
| | 3A)109.3.7*THIS PARTICUAL TYPE OF |
| | BUILDING WILL REQUIRE A RESIDENT |
| | INSPECTOR NOT A THRESHOLD |
| | INSPECTOR.FORMS WILL NEED TO BE FILED |
| | OUT FOR THE RESIDENT INSPECTOR, CONTACT |
| | HAROLD PISKURA, INSPECTION SERVICES |
| | MANAGER @ (561)805-6711 TO SEET UP AN |
| | APPOINTMENT. |
| | |
| | **********NOTE********** |
| | THIS PERMIT WILL BE ONLY FOR THE LOFT |
| | UNITS. PLANS INDICATE THAT A (6) |
| | STORY ENCLOSED PARKING GARAGE WILL BE |
| | BUILT IN THE FUTURE WHICH MAY OR MAY NOT |
| | HAPPEN. THE PLANS DO NOT INDICATE AS TO |
| | WHICH BUILDING TYPE THE LOFTS ARE TO BE |
| | DESIGNED TOO, SEE TABLE 503 FOR |
| | ALLOWABLE HEIGHT AND AREA OF BUILDINGS. |
| | THE DESIGNER HAS TWO OPTIONS TO |
| | DESIGN TOO: |
| | A) DESIGNING THE LOFTS AS A2 STORY |
| | AND THEN USING THE 2004 EXISTING |
| | BUILDING CODE CHAPTER 9 FOR ADDITIONS |
| | HAVING TO MEET 901.2AN ADDITION SHALL |
| | NOT CREATE OR EXTEND ANY NONCONFORMITY |
| | IN THE EXISTING BUILDING TO WHICH AN |
| | ADDITION IS BEING MADE. HAVING TO |
| | REDESIGN TO A HIGHER STANDARD. |
| | B) DESIGN THE LOFTS TO THE CRITERIA |
| | TABLE 503 FOR THE ALLOWABLE HEIGHT & |
| | AREA FOR R2 CONSTRUCTION AND CONSTRUCT |
| | A 4HR FIRE WALL BETWEEN THE 2 BUILDINGS. |
| | THE DESIGNER WILL THEN NEED TO DESIGN |
| | THE FOUNDATION FOR "EACH" BUILDING SINCE |
| | THEY WILL BE A STAND ALONE BUILDING, |
| | CURRENTLY THEY SHARE A COMMON FOUNDATION |
| | ALONG THE COMMON WALL |
| | INDICATED ON THE PLAN. UNDER 2004 FL |
| | BLDG CODE EXISTING BUILDINGS 901.2 WHERE |
| | ADDITIONS CAN NOT CREATE NONCONFORMITIES |
| | THE STRUCTURAL STRENGH, IS BEING |
| | COMPRAMISED WITH AN OVERSIZED FOOTING IF |
| | THE 2ND BUILDING ISN'T BUILT DURING THE |
| | SAME TIME PERIOD, THE LOFTS WILL ONLY |
| | PARTIALLY SETTLE THEN WHEN THE WEIGHT OF |
| | THE GARAGE IS ADDED LATER THERE WILL |
| | HAVE ADDITIOAL SETTLEMENT. WITH NO TIME |
| | TABLE AS TO WHEN THE GARAGE WILL BE |
| | BUILT THIS IS ONLY ONE OF MANY CONCERNS, |
| | OTHER COMMENTS WILL OCCUR LATER IN THIS |
| | REVIEW ABOUT THIS SITUATION. DEPENDING |
| | HOW THE DESIGNER ADDRESSES THIS PROBLEM, |
| | AND IF BOTH STRUCTURES ARE BUILT UNDER |
| | ONE PERMIT, COMMENTS 3B , 3C & 3DMAY |
| | OR MAY NOT BE APPLICABLE. |
| | |
| | 3B) 109.3.6.1* THE ENFORCING AGENCY |
| | SHALL REQUIRE A SPECIAL INSPECTOR TO |
| | PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A |
| | STRUCTURAL INSPECTION PLAN PREPARED BY |
| | THE ENGINEER OR ARCHITECT OF RECORD. |
| | THE STRUCTURAL INSPECTION PLAN MUST BE |
| | SUBMITTED TO THE ENFORCINGAGENCY PRIOR |
| | TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD |
| | BUILDING.THE PURPOSE OF THE STRUCTURAL |
| | INSPECTION PLANS IS TO PROVIDE SPECIFIC |
| | INSPECTION PROCEDURES AND SCHEDULES SO |
| | THAT THE BUILDING CAN BE ADEQUATELY |
| | INSPECTED FOR COMPLIANCE WITH THE |
| | PERMITTED DOCUMENTS. |
| | |
| | 3C) 109.3.6.4.4.105.13.4.4 ALL PLANS FOR |
| | THE BUILDING WHICH ARE REQUIRED TO BE |
| | SIGNED AND SEALED BY THE ARCHITECT OR |
| | ENGINEER OF RECORD CONTAIN A STATEMENT |
| | THAT, TO THE BEST OF THE ARCHITECT'S OR |
| | ENGINEER'S KNOWLEDGE, THE PLANS AND |
| | SPECIFICATIONS COMPLY WITH THE |
| | APPLICABLE MINIMUM BUILDING CODES AND |
| | THE APPLICABLE FIRE-SAFETY STANDARDS AS |
| | DETERMINED BY THE LOCAL AUTHORITY IN |
| | ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTES. |
| | |
| | 3D) NOTE:IF THIS BUILDING WILL BE A |
| | THRESHOLD STRUCTURE SUBMIT (3) OF ALL |
| | DOCUMENTS FOR REVIEW. |
| | |
| | 4) 106.3.3* PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY DCA RULE |
| | 9B-72 SHALL BE REVIEWED AND APPROVED IN |
| | WRITTING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR " JURISDICTIONAL |
| | APPROVAL", (LOCAL PRODUCT APPROVAL). |
| | |
| | 5) SITE PLAN NEEDS TO BE SUBMITTED TO |
| | ADDRESSING PERSONEL JOHN HIGGINS FOR |
| | ADDRESSING AS WELL AS NEW PLAT MAP FOR |
| | THE COMBINATION OF LOTS. JOHN HIGGINS |
| | CONTACT NUMBER IS (561)822-1239. |
| | |
| | 6) THE SURVEY DOES SHOW 2 SEPERATE LOTS |
| | WHICH APPEAR TO CUT THROUGH BULDING "B" |
| | AND BUILDING "C" AS WELL AS LOFT |
| | BUILDING "B". A UNITY OF TITLE SHALL |
| | BE REQUIRED, TABLE 601 AND 602. |
| | |
| | 7) ENERGY CALC FORMS, ARE FOR THE 2001 |
| | CODE REVISE TO THE 2004. THE FORMS ALSO |
| | INDICATE THEY ARE FOR A SINGLE FAMILY, |
| | INCORRECT THE UNITS TO BE REVIEWEDARE |
| | EITHER APARTMENTS OR CONDOS REQUIRING |
| | THE FORM TO READ MULTIFAMILY. |
| | |
| | 8) GEOTECHNICAL REPORT THAT WORK WAS |
| | PREFORMED BY ARDAMAN NEEDS TO BE AN |
| | ORIGINAL WITH SIGNATURE AND RAISED SEAL. |
| | PLANS, SPECIFICATIONS,REPORTS OR OTHER |
| | DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 9) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY |
| | 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. |
| | |
| | 10)109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET 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 |
| | HIGHWINDS. |
| | 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. |
| | |
| | 11A) THE DESIGNER OF RECORD DOES NOT |
| | SPECIFY THE MINIMUM BUILDING TYPE THAT |
| | THE STRUCTURE IS DESIGNED TOO, SEE ALSO |
| | REQUIREMENTS 110.1.2*/106.1.2* |
| | INFORMATION REQUIRED FOR ISSUING A |
| | CERTIFICATE OF OCCUPANCY SEE : |
| | 11B) THE USE AND OCCUPANCY IN ACCORDANCE |
| | WITH CHAPTER 3. |
| | 11C) TYPE OF CONSTRUCTION AS DEFINED IN |
| | CHAPTER 6. |
| | 11D) THE DESIGN OCCUPANT LOAD. |
| | 11E) IF AN AUTOMATIC FIRESPRINKLER |
| | SYSTEM IS PROVIDED, WHETHER THE |
| | SPRINKLER SYSTEM IS REQUIRED |
| | 11F) ANY SPECIAL STIPULATIONS & |
| | CONDITIONS OF THE BUILDING PERMIT. |
| | |
| | 12) ADDITIONAL INFORMATION REQUIRED FOR |
| | RECORD KEEPING PURPOSES 106.1.2*: |
| | 12A) FLOOD ZONE |
| | 12B) FLOOD ELEVATION (IF A ZONE) |
| | 12C) LOMAR (IF A ZONE) |
| | 12D) NUMBER OF UNITS |
| | 12E) NUMBER OF FLOORS |
| | 12F) NUMBER OF BEDROOMS |
| | 12G) NUMBER OF ROOMS |
| | 12H) NUMBER OF BATHROOM |
| | 12I) SQ FT LIVING SPACE(TOTAL) |
| | 12J) SQ FT FOOT PRINT |
| | 12K) SQ FT UNDER ROOF (TOTAL) |
| | |
| | 13) SHEET LT-2 A 7.3.1 WINDOWS INDICATES |
| | THAT THE WINDOWS WILL BE LARGE MISSLE |
| | IMPACT RESISTANT WINDOWS, JUST A NOTE ON |
| | THE W. P. B. BUILDING OFFICIALS |
| | INTERPRETATION ON WINDOWS ON LARGE |
| | PROJECTS WHERE OWNERS(CONDOS) MAY NOT BE |
| | PRESENT. TAKEN FROM INFORMATIONAL PACKET |
| | *********************** |
| | QUESTION# 13) RECOGNIZING SUCH CONCERNS |
| | AS ABSENTEE OWNERS, OR CASES WHERE |
| | LONGER TIME AND EFFORT IS NECESSARY TO |
| | SECURE SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDINGS, WHAT MEASURES ARE BEING |
| | RECOMMENDED OR IMPLEMENTED TO ENSURE |
| | THAT COMPLETE INSTALLATION OR SECURING |
| | IS DONE SUFFICIENTLY IN ADVANCE OF THE |
| | HURRICANE EVENT? |
| | |
| | IN MATTERS FLORIDA BUILDING CODE, 2004 |
| | EDITION, PROVIDES THE ABILITY FOR THE |
| | BUILDING OFFICIAL TO IMPLEMENT |
| | REQUIREMENTS FOR ENSURING STABILITY, |
| | STRENGTH, AND PROPER OPERATION OF |
| | EXISTING BUILDINGS. |
| | |
| | IN ORDER TO ASSURE THE SECURING OF |
| | SHUTTERS ON LARGE OR MULTI-STORY |
| | BUILDING, OR MULTIPLE BUILDINGS ON THE |
| | SAME PROPERTY, PRE-STORM PREPARATION |
| | PLANS MUST BE SUBMITTED BY THE PROPERTY |
| | OWNERS OR MANAGING AGENTS FOR REVIEW BY |
| | THE CONSTRUCTION SERVICES DEPARTMENT. |
| | ANY SUCH PLAN SHALL INCLUDE, AT A |
| | MINIMUM, ON-SITE LOCATION OF SHUTTERS, |
| | PARTY RESPONSIBLE FOR SECURING THE |
| | SHUTTERS (SAID PARTIES MUST BE LOCATED |
| | WITHIN PALM BEACH COUNTY), TOTAL NUMBER |
| | OF OPENINGS TO BE PROTECTED AND TOTAL |
| | TIME REQUIRED TO SECURE ALL OPENINGS. |
| | PROTECTION OF OPENINGS SHALL BE |
| | ACCOMPLISHED WITHIN TWELVE (12) HOURS OR |
| | LESS OF THE OFFICIAL NOTIFICATION BY THE |
| | NATIONAL WEATHER SERVICE OF A HURRICANE |
| | WATCH. |
| | |
| | PROVISIONS IN THE BUILDING CODES (AND |
| | THIS STANDARD) ARE NOT INTENDED TO |
| | PROHIBIT THE USE OF ALTERNATIVE |
| | MATERIALS AND METHODS, AND ALLOW THE |
| | BUILDING OFFICIAL TO REVIEW AND APPROVE |
| | ANY ALTERNATE DEEMED EQUIVALENT IN |
| | QUALITY, STRENGTH, EFFECTIVENESS, FIRE |
| | RESISTANCE, DURABILITY AND SAFETY |
| | PRESCRIBED BY CODE. BASED UPON THIS CODE |
| | PROVISION, ACCEPTANCE OF ALTERNATE |
| | MATERIALS AND METHODS MAY BE APPROVED ON |
| | A CASE-BY-CASE BASIS AND SHALL REQUIRE |
| | SUFFICIENT EVIDENCE OR PROOF TO |
| | SUBSTANTIATE ANY CLAIM MADE REGARDING |
| | THE ALTERNATE. |
| | |
| | QUESTION# 14) ARE REMOVABLE STORM PANELS |
| | APPROPRIATE FOR USE ON VERY LARGE, MID |
| | OR HIGH-RISE STRUCTURES? |
| | |
| | NO, EXCEPT ON THE GROUND FLOOR. ON |
| | COMMERCIAL AND MULTI-UNIT RESIDENTIAL |
| | STRUCTURES, ABOVE THE FIRST LEVEL, |
| | IMPACT RESISTANT GLAZING OR PERMANENTLY |
| | AFFIXED PROTECTIVE DEVICES SHALL BE |
| | INSTALLED. PERMANENTLY AFFIXED |
| | PROTECTIVE DEVICES SHALL REQUIRE THE |
| | WRITTEN APPROVAL OF THE BUILDING |
| | OFFICIAL. |
| | |
| | 14) NOTE,AS PREVIOUSLY STATED DEPENDING |
| | ON HOW COMMENT# 3 IS ADDRESSED, |
| | CURRENTLY THE DESIGN OF THE LOFTS IS |
| | EXEMPT FROM FAIR HOUSING, BUT IF THE |
| | DESIGNER CONSIDERS THE GARAGE AS AN |
| | ADDITION AND NOT 2 SEPERATE BUILDINGS |
| | WHEN THE GARGE IS BUILT WITH AN AS |
| | INDICATED, ELEVATOR, THE INDIVIDUAL |
| | DOORSLEADING FROM EACH UNIT WILL |
| | BECOME THE PRIMARY ENTRACNE AND WILL BE |
| | REQUIRED TO BE ON AN ACCESSIBLE |
| | ROUTE.THE FIRST FLOOR OF THE UNIT WOULD |
| | HAVE TO MEET THE FAIR HOUSING |
| | REQUIREMENTS AT THAT TIME. |
| | |
| | 15) SHEET LT-2 A.1.1A/ LT-2 A.1.1B: |
| | 15A) CORRIDOR# 1 & 3 BOTH ARE A DEAD END |
| | CORRIDOR SEE 1016.3 DEAD ENDS. WILL |
| | REQUIRE ADDITIONAL EXITS. |
| | 15B) PLANS DO NOT MEET THE REQUIREMENT |
| | OF EXITS; 1014.1.2 WHERE 2 OR MORE EXITS |
| | OR EXIT ACCESS DOORS ARE REQUIED, AT |
| | LEAST 2 OF THE EXIT OR EXIT ACCESS DOORS |
| | SHALL BE PLACED A DISTANCE APART EQUAL |
| | TO NOT LESS THAN 1/2 OF THE LENGTH OF |
| | THE MAX- IMUM OVERALL DIAGONAL DIMENSION |
| | OF THE BUILDING OR AREA TO BE SERVED. |
| | 15C)1016.5 CORRIDOR CONTINUNITY. FIRE |
| | RESISTANCE-RATED CORRIDORS SHALL BE |
| | CONTINIOUS FROM THE POINT OF ENTRY TO AN |
| | EXIT, AND SHALL NOT BE INTERRUPTED BY |
| | INTERVENING ROOMS.ONCE THE PARKING |
| | GARAGE IS IN PLACE YOU WILL BE LEAVING |
| | ONE BUILDING AND GOING INTO ANOTHER AND |
| | NOT IN A RATED ENCLOSURE!!!! |
| | 15D) DOOR A/3101 & A/3201 BOTH HAVE THE |
| | SAME SITUATION, IT APPEARS IN BOTH |
| | OPENINGS THERE WILL BE TWO DOORS IN |
| | SERIES, SEE 1008.1.7 . WHEN THERE IS 2 |
| | DOORS IN SERIES A SPACE 48" SHALL BE |
| | MAINTAINED.EVEN THOUGH PLANS INDICATE |
| | THE USE OF A MAGNETIC HOLD OPEN, WHEN |
| | THE ALARM GOES OFF, WHEN A PERSON USING |
| | A WHEELCHAIR OR ON CRUTHES NEEDS THE |
| | ACCESSIBILITY THE MOST, IT WILL BE THE |
| | MOST RESTRICTIVE. |
| | 15E) THE SAME 2 DOORS AS STATED ABOVE, |
| | DO NOT MEET THE REQUIREMENTS OF |
| | 1005.2. THE PLANS DIMENSION THIS |
| | PART OF THE CORRIDOR AS 52", THE MINIMUM |
| | WIDTH WOULD BE 36"+22"=58". |
| | 15F) PLANS DO NOT STATE WHAT TYPE OF |
| | DOOR HARDWARE WILL BE INSTALLED ON THESE |
| | DOORS, 1008.1.9. |
| | 15G) NOTE: THAT THE TWO DOORS MENTIONED |
| | ABOVE THAT WILL APPEAR ON THE PARKING |
| | GARAGE PLAN DO NOT MEET: |
| | 11-4.13.6 MANEUVERING CLEARENCES |
| | AT DOORS.THE 18" ON THE LATCH SIDE. |
| | MINIMUM MANEUVERING CLEARENCES 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 |
| | CLEARENCES SHALL BE CLEAR & LEVEL. |
| | 15H) THE OTHER ISSUE WITH THIS SAME |
| | OPENING WILL BE (PARKING GARAGE) TO |
| | PROVIDE VERTICAL ACCESSIBILITY THROUGH |
| | THE TWO OPENINGS.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. |
| | |
| | 16) SHEET LT-2 A.2.2.1B/ A.2.2.2A' |
| | STORAGE UNITS # 6 & 7 BOTH HAVE DOORS |
| | THAT WILL LEAD NOWHERE FOR NOW, NO PLANS |
| | SUBMITTED FOR FUTURE PARKING GARAGE!!!!! |
| | 16A) ONCE PLANS ARE SUBMITED THE SAME |
| | SITUATION AS 15D TWO DOORS IN SERIES, |
| | SEE 1008.1.7. |
| | |
| | 17) SHEET LT-2 A2.3.1/ A2.3.1, SECTIONS |
| | A & B:: |
| | 17A) PLANS INDICATE IN (3) AREAS ACCESS |
| | DOORS, SHEET LT-2 A3.2.1 VALIDATES IN |
| | CROSS SECTION ACCESS DOORS, SHOW |
| | COMPLIANCE WITH 705.6.1, 1HR RATED WALLS |
| | FOR GARAGE WITH 3/4 HR OPENING |
| | PROTECTIVES, ALSO SEE ALTERNATIVES. |
| | 17B) DISCREPANCY BETWEEN THE A2.3.1A/ |
| | A2.3.1B & S-3.1/ S3.2. THE ARCH PAGES |
| | INDICATE THE WALLS OF THE LOWER ROOF |
| | LEVEL EXTEND A MINIMUM OF 30" ABOVE THE |
| | ROOF SURFACES ON BOTH SIDES OF THE FIRE |
| | WALL, WHEREAS THE STRUCTURAL SHEETS-5 |
| | DETAIL# 11 IS MISSING THE PARAPET. |
| | IF THIS IS THE CASE SEE FIGURE 705.6.1.3 |
| | CODE COMMENTARY THAT WILL REQUIRE A |
| | 1-HOUR RATED ROOF CONSTRUCTION INCLUDING |
| | ROOF STRUCTURE AND SUPPORTING ELEMENTS. |
| | 17C) IF THE DESIGNER OF ECORD DECIDES TO |
| | GO WITH THE OPTION TO HAVE THE 1-HOUR |
| | FIRE RESISTANCE FOR A MINIMUM OF 10' |
| | FROM THE FIRE WALL, THEN THERE MAY BE NO |
| | OPENINGS WITHIN THIS AREA, THUS HAVING |
| | TO MOVE THE AIR HANDLERS. SEE 705.6.1 |
| | OPTIONS CODE COMMENTARY. |
| | 17D) AIR COMPRESSORS ON ROOF:ARE TO |
| | MEET THE MINIMUM HEIGHT REQUIREMENTS OF |
| | TABLE 1509.7. |
| | 17E) ATTIC INSULATION: PLANS INDICATE A |
| | CLOSED ATTIC NO VENTILATION, SEE 1203.2 |
| | ATTIC VENTILATION AND THE 50 % TO BE IN |
| | THE UPPER PORTION OF THE ROOF. SEE THE |
| | ATTACHMENT FROM BCAB FOR REQUIREMENTS |
| | FOR ENCLOSED ATTICS UNDER ALTERNATE |
| | MATERIALS & METHODS104.11* (OLD 103.7*. |
| | 17F) ATTIC ACCESS ;PLANS SHALL INDICATE |
| | WHERE THE ATTIC ACCESS WILL BE 1209.2. |
| | 1209.2 ATTIC SPACES. |
| | AN OPENING NOT LESS THAN 20 INCHES BY 30 |
| | INCHES (559 MM BY 762 MM) SHALL BE |
| | PROVIDED TO ANY ATTIC AREA HAVING A |
| | CLEAR HEIGHT OF OVER 30 INCHES (762 MM). |
| | A 30-INCH (762 MM) MINIMUM CLEAR |
| | HEADROOM IN THE ATTIC SPACE SHALL BE |
| | PROVIDED AT OR ABOVE THE ACCESS OPENING. |
| | |
| | |
| | 18) SHEET A4.1.1-A4.1.3: LOFTS,A,B & C: |
| | 18A)THE AREA OF THE MEZZANINE TYPE "A" |
| | IS 62% OF THE TOTAL FLOOR AREA. |
| | 18B) THE AREA OF THE MEZZANINE TYPE "B" |
| | IS 64% OF THE TOTAL FLOOR AREA. |
| | 18C) THE AREA OF THE MEZZANINE TYPE "C" |
| | IS 59% OF THE TOTAL FLOOR AREA. |
| | 18D) THE AREA OF THE MEZZANINE TYPE"D" |
| | IS 55% OF THE TOTAL FLOOR AREA. |
| | 505.2 AREA LIMITATION. |
| | THE AGGREGATE AREA OF A MEZZANINE OR |
| | MEZZANINES WITHIN A ROOM SHALL NOT |
| | EXCEED ONE-THIRD OF THE AREA OF THAT |
| | ROOM OR SPACE IN WHICH THEY ARE LOCATED. |
| | THE ENCLOSED PORTIONS OF ROOMS SHALL NOT |
| | BE INCLUDED IN A DETERMINATION OF THE |
| | SIZE OF THE ROOM IN WHICH THE MEZZANINE |
| | IS LOCATED. IN DETERMINING THE ALLOWABLE |
| | MEZZANINE AREA, THE AREA OF THE |
| | MEZZANINE SHALL NOT BE INCLUDED IN THE |
| | AREA OF THE ROOM. |
| | |
| | 19) MEZZANINE LEVEL BEDROOMS: |
| | 1025.1 GENERAL. |
| | IN ADDITION TO THE MEANS OF EGRESS |
| | REQUIRED BY THIS CHAPTER, PROVISIONS |
| | SHALL BE MADE FOR EMERGENCY ESCAPE AND |
| | RESCUE IN GROUP R AS APPLICABLE IN |
| | SECTION 101.2 AND GROUP I-1 OCCUPANCIES. |
| | BASEMENTS AND SLEEPING ROOMS BELOW THE |
| | FOURTH STORY ABOVE GRADE PLANE SHALL |
| | HAVE AT LEAST ONE EXTERIOR EMERGENCY |
| | ESCAPE AND RESCUE OPENING IN ACCORDANCE |
| | WITH THIS SECTION. WHERE BASEMENTS |
| | CONTAIN ONE OR MORE SLEEPING ROOMS, |
| | EMERGENCY EGRESS AND RESCUE OPENINGS |
| | SHALL BE REQUIRED IN EACH SLEEPING ROOM |
| | , BUT SHALL NOT BE REQUIRED IN ADJOINING |
| | AREAS OF THE BASEMENT. SUCH OPENING |
| | SHALL OPEN DIRECTLY INTO A PUBLIC |
| | STREET, PUBLIC ALLEY, YARD OR COURT. THE |
| | EMERGENCY ESCAPE AND RESCUE OPENING |
| | SHALL BE PERMITTED TO OPEN INTO A SCREEN |
| | ENCLOSURE, OPEN TO THE ATMOSPHERE, WHERE |
| | A SCREEN DOOR IS PROVIDED LEADING AWAY |
| | FROM THE RESIDENCE. SUCH OPENING SHALL |
| | BE OPERATIONAL FROM THE INSIDE WITHOUT |
| | THE USE OF SPECIAL KNOWLEDGE, KEYS OR |
| | TOOLS. |
| | EXCEPTIONS: |
| | 1.IN OTHER THAN GROUP R-3 |
| | OCCUPANCIES AS APPLICABLE IN SECTION |
| | 101.2 , BUILDINGS EQUIPPED THROUGHOUT |
| | WITH AN APPROVED AUTOMATIC SPRINKLER |
| | SYSTEM IN ACCORDANCE WITH SECTION |
| | 903.3.1.1 OR 903.3.1.2 . |
| | 2.IN OTHER THAN GROUP R-3 |
| | OCCUPANCIES AS APPLICABLE IN SECTION |
| | 101.2 , SLEEPING ROOMS PROVIDED WITH A |
| | DOOR TO A FIRE-RESISTANCE-RATED CORRIDOR |
| | HAVING ACCESS TO TWO REMOTE EXITS IN |
| | OPPOSITE DIRECTIONS. |
| | |
| | 20) PRODUCT APPROVALS: |
| | 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 |
| | |
| | 21) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) EXT SOLID DOORS |
| | B) EXT GLAZED DOORS SWING |
| | C) WINDOWS A7.3.1 NO WINDOW LEGEND |
| | D) MULLIONS |
| | E) EXT RAILINGS |
| | F) LOUVERS |
| | G) TRUSS ANCHORS |
| | H) ROOFING ASSEMBLIES |
| | 1) FLAT |
| | 2) CEMENT TILE & TYPE OF INSTALATION |
| | |
| | 22) 1714.5.5/1714.5.5.1 MULLIONS |
| | OCCURRING BETWEEN INDIVIDUAL WINDOW AND |
| | GLASS DOOR ASSEMBLIES. TESTING REPORTS |
| | ARE REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 23)1714.5.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 24) SHEET S-7 BUILDING ZONE MAP |
| | DESIGNED BY C.P.P. DOES NOT PROVIDE WHAT |
| | DESIGN PARAMETERS THAT WERE USED? |
| | PROVIDE REPORT FROM PROJECT # 05-3164. |
| | ASCE 7-02 ONCE THIS INFORMATION IS |
| | RESEARCHED THE SUBMITTED PRODUCT |
| | APPROVALS WILL BE REVIEWED. |
| | |
| | 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. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
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