| Date |
Text |
| 2006-01-30 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05090590 |
| | ADD: 5563 45TH ST |
| | CONT:"PLAN REVIEW" |
| | PREMIER COMMERCIAL REALITY |
| | ANDY PRIBYL |
| | TEL: (954)214-4039 |
| | |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | *****NOTE***** |
| | THIS PLAN WILL BE REVIEWED UNDER THE |
| | 2004 FBC. PLANS HAD TO BE IN UNDER A |
| | PERMIT APPLICATION BEFORE OCT. 1,2005 |
| | TO BE REVIWED UNDER THE 2001 FBC, NOT A |
| | PLAN REVIEW!!!!!!!! |
| | |
| | |
| | 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. |
| | |
| | 1) CONTACT LILI URSA @ (561)822-1239 |
| | FOR VALIDATION OF STREET NAME AND FOR |
| | ADDRESS ASSIGNMENT. THE PROPOSED STREET |
| | NAME IS NOT FOUND IN THE CITIES MASTER |
| | SREET ADDRESS GUIDE. PALM BEACH COUNTY |
| | PROPERTY APPRAISERS INDICATES (2) LOTS |
| | THAT WILL REQUIRE A UNITY OF TITLE |
| | BETWEEN THE LOTS FOR TABLE 601 ISSUES. |
| | THE PLAN REVIEW APPLICATION INDICATES |
| | THE ADDRESS AS 5563 45TH ST. WHILE THE |
| | COVER SHEET OF THE PLANS HAS 5676 |
| | PREMIER PARK DR? |
| | 2)PROVIDE NOC RECORDED WITH THE CLERK |
| | OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| | NOTE FL S S 713.13(2) IF WORK HAS NOT |
| | BEEN COMMENCED WITHIN 90 DAYS OF |
| | RECORDING OF COMMENCEMENT IT WILL BECOME |
| | NULL AND VOID REQUIRNG A NEW RECORDING |
| | AT THE CLERK OF THE COURT. |
| | |
| | 3) 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. |
| | |
| | 4) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | D) THE DESIGN OCCUPANT LOAD, SEE 1004. |
| | E) IF AN AUTOMATIC SPRINKLER SYSTEM IS |
| | PROVIDED, WHETHER THE SPRINKLER SYSTEM |
| | IS REQUIRED. |
| | F) ANY SPECIAL STIPULATIONS & CONDITIONS |
| | OF THE BUILDING PERMIT. |
| | |
| | 5) 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. |
| | |
| | 6 )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. |
| | |
| | 7) FBC* 109.3.7SPECIAL INSPECTOR. |
| | THIS BUILDING WILL REQUIRE A SPECIAL |
| | INSPECTOR. PLEASE ARRANGE WITH HAROLD |
| | PISKURA (INSPECTION SERVICES MANAGER) |
| | TEL: |
| | 561 805 6711, A MEETING INVOLVING THE |
| | OWNER, SPECIAL JOBSITE INSPECTOR, |
| | CONTRACTOR. |
| | |
| | NOTE: FOR A SPECIAL INSPECTOR PROJECT |
| | (3) SETS OF ALL PLANS , SUBMITTALS, |
| | LETTERS, REPORTS AND PRODUCT APPROVALS |
| | WILL BE REQUIRED FOR REVIEW FOR THE CITY |
| | |
| | 8) SUBMIT SOILS REPORT: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 . |
| | |
| | 9) THIS WILL BE A REVIEW OF BUILDING# 1 |
| | SINCE SHEET A-1 HAS THIS BUILDING ONLY |
| | HIGHLIGHTED.PLEASE PROVIDE A SITE PLAN |
| | INDICATING THE PHASED WORK AREAS PLUS |
| | THE ACCESSIBLE ROUTE TO THE RIGHT OF WAY |
| | THAT WILL BE REQUIRED DURING |
| | CONSTRUCTION OF THE OTHER BUILDINGS. |
| | A NOTE APPEARS ON THIS SHEET " LOCATION |
| | OF FUTURE CONC. SIDEWALK FOR SECONARY |
| | MEANS OF EGRESS. TO BE DONE AT TIME OF |
| | TENANT IMPROVEMENT. |
| | 1007.1 ACCESSIBLE MEANS OF EGRESS. |
| | ACCESSIBLE MEANS OF EGRESS SHALL BE |
| | PROVIDED IN ACCORDANCE WITH SECTIONS |
| | 11-4.1.3 (8), 11-4.1.3 (9) AND 11-4.3.10 |
| | MEANS OF EGRESS. A CONTINUOUS AND |
| | UNOBSTRUCTED PATH OF VERTICAL AND |
| | HORIZONTAL EGRESS TRAVEL FROM ANY |
| | OCCUPIED PORTION OF A BUILDING OR |
| | STRUCTURE TO A PUBLIC WAY. A MEANS OF |
| | EGRESS CONSISTS OF THREE SEPARATE AND |
| | DISTINCT PARTS: THE EXIT ACCESS, THE |
| | EXIT AND THE EXIT DISCHARGE. |
| | |
| | |
| | 10)COVERSHEET BUILDING STATISTICS: |
| | SINCE THE WRONG CODE IS MENTIONED PLEASE |
| | PROVIDE THE CORRECTED INFORMATION ON |
| | BUILDING TYPE,AREA, THE AMOUNT OF FIRE |
| | PROTECTION TO BE PROVIDED (TYPE AOR B) |
| | AND IF FIRE SPRINKLERED. |
| | |
| | 11) COVERSHEET BUILDING STATISTICS: |
| | INDICATES THIS IS TO BE A FIRE |
| | SPRINKLERED BUILDING, THE DRAWING INDEX |
| | DOES NOT APPEAR TO LIST FIRE SPRINKLER |
| | PLANS, IF TO TAKE CREDITS FOR FIRE |
| | SPRINKLERS, PLANS WILL BE REQUIRED. |
| | |
| | 12) COVERSHEET ALSO INDICATES THAT THE |
| | OCCUPANT LOAD IS FIGURED ON LOW HAZARD |
| | STORAGE, WILL THE FIRE SPRINKLERS ALSO |
| | BE BASED ON THIS SAME OCCUPANCY |
| | CLASSIFICATION? SHEET A-15 LIFE SAFETY |
| | PLAN ALSO TAKEN ON THE SAME OCCUPANCY. |
| | 2004 FBC302.3 MIXED OCCUPANCIES. |
| | WHERE A BUILDING IS OCCUPIED BY TWO OR |
| | MORE USES NOT INCLUDED IN THE SAME |
| | OCCUPANCY CLASSIFICATION, THE BUILDING |
| | OR PORTION THEREOF SHALL COMPLY WITH |
| | SECTION 302.3.1 OR 302.3.2 OR A |
| | COMBINATION OF THESE SECTIONS.THE |
| | SUBMITTED LIFE SAFETY PLAN MAY NOT WORK |
| | IF THE MIXED USE OCCUPANCY IS TAKEN AS |
| | SHOWN ON A-1 ( OFFICE /SHOWROOM/ |
| | INDUSTRIAL TYPE/ WAREHOUSE RETAIL |
| | UNITS). |
| | |
| | 13) SHEET A-2 INDICATES SITE AMENITIES |
| | WHICH WOULD BE REVIEWED UNDER A SITE |
| | AMENITIES PACKAGE AND SEPERATE PERMIT. |
| | 11-4.3.2 LOCATION. |
| | (1)AT LEAST ONE ACCESSIBLE ROUTE |
| | WITHIN THE BOUNDARY OF THE SITE SHALL BE |
| | PROVIDED FROM PUBLIC TRANSPORTATION |
| | STOPS, ACCESSIBLE PARKING, AND |
| | ACCESSIBLE PASSENGER LOADING ZONES, AND |
| | PUBLIC STREETS OR SIDEWALKS TO THE |
| | ACCESSIBLE BUILDING ENTRANCE THEY SERVE. |
| | THE ACCESSIBLE ROUTE SHALL, TO THE |
| | MAXIMUM EXTENT FEASIBLE, COINCIDE WITH |
| | THE ROUTE FOR THE GENERAL PUBLIC. |
| | (2)AT LEAST ONE ACCESSIBLE ROUTE |
| | SHALL CONNECT ACCESSIBLE BUILDINGS, |
| | FACILITIES, ELEMENTS, AND SPACES THAT |
| | ARE ON THE SAME SITE. |
| | (3)AT LEAST ONE ACCESSIBLE ROUTE |
| | SHALL CONNECT ACCESSIBLE BUILDING OR |
| | FACILITY ENTRANCES WITH ALL ACCESSIBLE |
| | SPACES AND ELEMENTS AND WITH ALL |
| | ACCESSIBLE DWELLING UNITS WITHIN THE |
| | BUILDING OR FACILITY. |
| | (4)AN ACCESSIBLE ROUTE SHALL |
| | CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE |
| | OF EACH ACCESSIBLE DWELLING UNIT WITH |
| | THOSE EXTERIOR AND INTERIOR SPACES AND |
| | FACILITIES THAT SERVE THE ACCESSIBLE |
| | DWELLING UNIT. |
| | 11-4.3.4 PASSING SPACE. |
| | IF AN ACCESSIBLE ROUTE HAS LESS THAN 60 |
| | INCHES (1525 MM) CLEAR WIDTH, THEN |
| | PASSING SPACES AT LEAST 60 INCHES BY 60 |
| | INCHES (1525 MM BY 1525 MM) SHALL BE |
| | LOCATED AT REASONABLE INTERVALS NOT TO |
| | EXCEED 200 FEET (61 M). A T-INTERSECTION |
| | OF TWO CORRIDORS OR WALKS IS AN |
| | ACCEPTABLE PASSING PLACE. |
| | |
| | 14) 13-101.1.6 SHELL BUILDINGS . |
| | NONRESIDENTIAL BUILDINGS THAT ARE |
| | PERMITTED PRIOR TO DESIGN COMPLETION OR |
| | WHICH WILL BE FINISHED IN SECTIONS AT A |
| | TIME AFTER CONSTRUCTION OF THE SHELL |
| | SHALL COMPLY WITH EITHER METHOD B OR C |
| | OF SUBCHAPTER 13-4 OF THE CODE PRIOR TO |
| | GRANTING OF A PERMIT TO BUILD. ALL |
| | ASSUMPTIONS MADE ABOUT FEATURES NOT |
| | INSTALLED UNTIL LATER THAT ARE NOT ON |
| | THE BUILDING PLANS SHALL BE LISTED AND |
| | APPENDED TO THE COMPLIANCE FORM |
| | SUBMITTED TO THE BUILDING DEPARTMENT. |
| | UNLESS THE BUILDING IS COMPLETED AS PER |
| | ALL ASSUMPTIONS MADE IN THE ORIGINAL |
| | CODE COMPLIANCE SUBMITTAL, A REVISED |
| | CODE SUBMITTAL(S) USING METHODS A, B OR |
| | C SHALL BE SUBMITTED WHEN COMPLETION OF |
| | THE BUILDING (OR PART OF THE BUILDING) |
| | IS PERMITTED. |
| | SHELL BUILDINGS |
| | 13-401.2.B.3 SHELL BUILDINGS . |
| | ONLY THOSE SHADING DEVICES THAT ARE |
| | INSTALLED AT THE TIME OF CONSTRUCTION OF |
| | THE BUILDING SHELL SHALL BE CONSIDERED |
| | WHEN DETERMINING COMPLIANCE FOR SHELL |
| | BUILDINGS . |
| | |
| | 15) 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 |
| | |
| | 16) 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) EXTERIOR GLAZED SWING DOORS |
| | B) EXTERIOR SOLID SWING DOORS |
| | C) ROLL UP OR OVERHEAD DOORS |
| | D) FIXED WINOWS |
| | E) OPERATABLE WINDOWS |
| | F) SKYLIGHTS |
| | G) MULLIONS VERTICAL/ HORIZONTAL |
| | H) LOUVERS |
| | I) STORM SHUTTERS |
| | J) ROOFING ASSEMBLIES: INSULATION, |
| | BUILT UP ROOF SYSTEM |
| | K) PREFABRICATED ROOF A/C STANDS |
| | *****REVIEW COMMENT# 6 (PRODUCT |
| | APPROVALS) BY DEIGN PROFESSIONAL******** |
| | |
| | 16A)PROVIDE STORM PANEL INFORMATION |
| | WITH INSTALLATION SCHEDULE AND KEY PLAN |
| | WITH SPECIFIC ANCHORS AND MOUNTING TO BE |
| | USED FOR ALL NON-IMPACT GLAZING. |
| | FBC 16091.4. |
| | |
| | 16B)FL BLD CODE 2001 SECTION |
| | 1609.1.4, 1714.5.2. PROCEDURES: 1(B) |
| | A COMPLETE INSTALLATION SCHEDULE |
| | SUMMARIZING & IDENTIFYING OPENING SIZES, |
| | STORY HEIGHTS, UNIT MARK NUMBERS, UNIT |
| | SPANS/WIDTHS, UNIT STORM BAR REINFORCING |
| | REQUIREMENTS, WALL PRES- SURE ZONES, |
| | SLAT TYPES, ETC., SHALL BE SUBMITTED AT |
| | TIME OF PERMIT APPLICATION TO FACILITATE |
| | PLAN REVIEW AND PERMIT ISSUANCE.SEE |
| | THE BUILDING OFFICIALS INTERPRETATION ON |
| | LARGE OR HIGH RISE BUILDINGS AS FAR AS |
| | SHUTTERS VS LARGE OR SMALL MISSLE RATED |
| | GLASS. |
| | ************************* |
| | 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. |
| | 16C) NOTE: A-3 INDICATE THE STORAGE |
| | OF STORM SHUTTERS APPEARS TO BE WITHIN |
| | THE TENANT BUILD OUT AND NOT IN A COMMON |
| | A STORAGE AREA DESIGNATED FOR STORM |
| | SHUTTERS. |
| | |
| | 17) A-3 PLANS APPEAR TO BE CODE |
| | COMPLIANT FOR EGRESS AS A SHELL BUILDING |
| | BUT WHEN THE BREAK UP INTO TENANT BUILD |
| | OUTS EACH SPACE MAY NOT APPLY. |
| | BEWARE OF VERTICAL ACCESSIBILITY |
| | REQUIREMENTS FOR EGRESS. |
| | 11-4.1.3(8)IN NEW CONSTRUCTION, AT |
| | A MINIMUM, THE REQUIREMENTS IN SECTION |
| | 11-4.1.3 (8)(A) AND SECTION 11-4.1.3 |
| | (8)(B) BELOW SHALL BE SATISFIED |
| | INDEPENDENTLY: |
| | (A)(I)AT LEAST 50 PERCENT OF ALL |
| | PUBLIC ENTRANCES [EXCLUDING THOSE IN |
| | SECTION 11-4.1.3 (8)(B) BELOW] MUST BE |
| | ACCESSIBLE. AT LEAST ONE MUST BE A |
| | GROUND-FLOOR ENTRANCE. PUBLIC ENTRANCES |
| | ARE ANY ENTRANCES THAT ARE NOT LOADING |
| | OR SERVICE ENTRANCES. |
| | (II)ACCESSIBLE ENTRANCES MUST BE |
| | PROVIDED IN A NUMBER AT LEAST EQUIVALENT |
| | TO THE NUMBER OF EXITS REQUIRED BY THE |
| | APPLICABLE BUILDING/FIRE CODES. (THIS |
| | PARAGRAPH DOES NOT REQUIRE AN INCREASE |
| | IN THE TOTAL NUMBER OF ENTRANCES PLANNED |
| | FOR A FACILITY.) |
| | |
| | 18) A-5 |
| | 18A) INDICATES POSITIVE AND NEGATIVE |
| | PRESSURES FOR OPENINGS BUT NO CRITERIA |
| | AS TO WIND DESIGN?1603.1.4 WIND DESIGN |
| | DATA. |
| | THE FOLLOWING INFORMATION RELATED TO |
| | WIND LOADS SHALL BE SHOWN, REGARDLESS OF |
| | WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL-FORCE-RESISTING SYSTEM OF |
| | THE BUILDING: |
| | 1.BASIC WIND SPEED (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR). |
| | 2.WIND IMPORTANCE FACTOR, I W , AND |
| | BUILDING CLASSIFICATION FROM TABLE |
| | 1604.5 OR TABLE 6-1, ASCE 7 AND BUILDING |
| | CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | 3.WIND EXPOSURE, IF MORE THAN ONE |
| | WIND EXPOSURE IS UTILIZED, THE WIND |
| | EXPOSURE AND APPLICABLE WIND DIRECTION |
| | SHALL BE INDICATED. |
| | 4.THE APPLICABLE ENCLOSURE |
| | CLASSIFICATIONS AND, IF DESIGNING WITH |
| | ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | 5.COMPONENTS AND CLADDING. THE |
| | DESIGN WIND PRESSURES IN TERMS OF PSF |
| | (KN/M 2 ) TO BE USED FOR THE DESIGN OF |
| | EXTERIOR COMPONENT AND CLADDING |
| | MATERIALS NOT SPECIFICALLY DESIGNED BY |
| | THE REGISTERED DESIGN PROFESSIONAL. |
| | ONCE THIS INFORMATION IS KNOWN THE |
| | PRESSURE ZONES AND BE REVIEWED. |
| | |
| | 18B) THE ELEVATIONS DO NOT INDICATE |
| | WHICH OPENINGS ARE IN THE END ZONE AND |
| | INTERIOR ZONES, PLEASE INDICATE ZONES |
| | ON THE ELEVATION. |
| | |
| | 19) A-6 SIDEWALK NOTE MAX SLOPE 1:12 , |
| | MAX RISE AND MAX RUN OF 6'-0" IS |
| | THEACTUALL DEFINITION OF A RAMP WITHOUT |
| | REQUIRED GUARDRAILS. NO MENTION OF MAX |
| | CROSS SLOPE OF WALKWAY. |
| | |
| | 20)SHEET A-7: |
| | 20A) SLAB INFORMATION IS MISSING VAPOR |
| | BARRIER. 1911.1 THE THICKNESS OF |
| | CONCRETE FLOOR SLABS SUPPORTED DIRECTLY |
| | ON THE GROUND SHALL NOT BE LESS THAN 3 1 |
| | / 2 INCHES (89 MM). A 6-MIL [0.006 INCH |
| | (152 MM)] POLYETHYLENE VAPOR RETARDER |
| | WITH JOINTS LAPPED NOT LESS THAN 6 |
| | INCHES (152 MM) SHALL BE PLACED BETWEEN |
| | THE BASE COURSE OR SUBGRADE AND THE |
| | CONCRETE FLOOR SLAB, OR OTHER APPROVED |
| | EQUIVALENT METHODS OR MATERIALS SHALL BE |
| | USED TO RETARD VAPOR TRANSMISSION |
| | THROUGH THE FLOOR SLAB. |
| | |
| | 20B) DETAIL 4 PROVIDE ADDITIONAL |
| | INFORMATION ON THE TYPE OF TRIM AT THE |
| | TOP OF THE BUILDING. |
| | |
| | 20C) DETAIL# 1 AT THE SEAT OF THE BAR |
| | JOIST THE WALL IS CUT TO A DEPTH OF |
| | 2/3RDS THE THICKNESS NO REBAR INDICATED, |
| | PLEASE EXPLAIN RATIONAL?A14 DETAIL 1 & 2 |
| | SAME DETAIL? |
| | |
| | 21) S5.2 THE DESIGN CRITERIA NEEDS TO BE |
| | UPDATED TO THE 2004 FBC. |
| | |
| | 22) 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 |
| | |
| | |
| | |
| | |
