Plan Review Notes
Plan Review Notes For Permit 08110283
Permit Number 08110283
Review Stop B
Sequence Number 1
Notes
Date Text
2008-12-08 16:55:32BUILDING PLAN REVIEW
 PERMIT: 08110283
 ADD: 326 FERN STREET
 CONT: ?PLAN REVIEW?
 TEL: (312)375-0828 JOHN QUINN
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 ARCHITECT: GERALD REMBOWSKI
 STRUCTURAL ENGINEER: STEPHEN F. EBERSOLE
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: 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) INFORMATIONAL: 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 DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 1D) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.
  
  
  
 2) G. M. REMBOWSKI ARCHITECT, INC IS MISSING THEIR
 CERTIFICATE OF AUTHORIZATION.
 481.219 F.S. CERTIFICATE OF AUTHORIZATION. THE TITLE
 BLOCK FOR ANY SHEET BEARING THE NAME OF AN ARCHITECT
 PRACTICING UNDER A FICTITIOUS NAME, A CORPORATION, OR A
 PARTNERSHIP, OFFERING ARCHITECTURAL SERVICES, SHALL
 INCLUDE THE CERTIFICATE OF AUTHORIZATION NUMBER. ADD
 THE NUMBER TO EACH SHEET. THIS MAY BE ADDED BY HAND.
  
 3) STEPHEN F. EBERSOLE P.E. MISSING THE PRINTED NAME
 AND LICENSE NUMBER.
 61G15-23.002(2) FL. ADMIN.CODE. PLANS SIGNED & SEALED
 BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE:
 NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR,
 THE NAME AND LICENSE NUMBER OF THE ENGINEER.
  
 4) SOILS REPORT, NO COPIES. 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 .
  
 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 ADMIN CODE 61G15-23.002 ENGINEERS
  
 5) SHEET TS, THRESHOLD BUILDING REQUIREMENTS:
  
 5A) INDICATES THE THRESHOLD INSPECTION PLAN IS LOCATED
 ON SHEET S-1. THIS SHEET ONLY PROVIDES GENERAL NOTES.
 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 OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 5B)THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE.
 CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
 PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION
 BEFORE THE PERMIT MAY BE ISSUED.
  
 5C) INFORMATIONAL:
 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES FOR
 THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER HAS
 REQUIRED ON THE PLANS OR SPECIFICATIONS ONE MATERIAL,
 APPROVED FOR FIRE STOPPING PENETRATIONS, FOR WALLS AND
 CEILINGS.
  
 6) 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.
  
 7) 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.
  
 8) THE PLANS THAT ARE CURRENTLY UNDER REVIEW WERE
 BROUGHT IN AS A MAJOR WORKING DRAWING REVIEW BEFORE
 PLANS ARE TO BE BROUGHT IN AS A PERMIT APPLICATION
 PLEASE HAVE THEM STAMPED BY HISTORIC PRESERVATION
 DIVISION INDICATING THERE APPROVAL.
  
 9) 2004 EXISTING BUILDING CODE CHAPTER 10, 1005.1
 STRICT COMPLIANCE, 1005.2 COMPLIANCE OPTIONS AND
 1005.3. PLEASE REVIEW THESE CODE SECTIONS AND INDICATE
 WHICH OF THE LIFE SAFETY AND PROPERTY CONSERVATION
 OPTIONS SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE
 FOLLOWING OPTIONS 1-3. PLEASE PROVIDE DOCUMENTATION FOR
 CODE COMPLIANCE FOR THE LISTED CODE SECTIONS ABOVE.
  
 10) 2004 EXISTING BUILDING CODE CHAPTER 10, 1006.1
 INVESTIGATION AND EVALUATION REPORT.
 AN HISTORIC BUILDING UNDERGOING ALTERATION OR CHANGE OF
 OCCUPANCY SHALL BE INVESTIGATED AND EVALUATED. IF IT IS
 INTENDED THAT THE BUILDING MEET THE REQUIREMENTS OF
 THIS CHAPTER, A WRITTEN REPORT SHALL BE PREPARED AND
 FILED WITH THE BUILDING OFFICIAL BY A
 FLORIDA-REGISTERED ARCHITECT OR ENGINEER. SUCH REPORT
 SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS
 4.3.1.2 THROUGH 4.3.2 OF NFPA 914, CODE FOR FIRE
 PROTECTION OF HISTORIC STRUCTURES AND SHALL IDENTIFY
 EACH REQUIRED SAFETY FEATURE THAT IS IN COMPLIANCE WITH
 THIS CHAPTER AND WHERE COMPLIANCE WITH THIS OR OTHER
 CHAPTERS WOULD BE DAMAGING TO THE CONTRIBUTING HISTORIC
 FEATURES. IN ADDITION, THE REPORT SHALL DESCRIBE EACH
 FEATURE THAT IS NOT IN COMPLIANCE AND DEMONSTRATE HOW
 THE INTENT OF THE PROVISIONS OF THIS OR OTHER CHAPTERS
 ARE COMPLIED WITH IN PROVIDING AN EQUIVALENT LEVEL OF
 SAFETY. PLEASE PROVIDE COMPLIANCE WITH THIS SECTION.
  
 NOTE: SINCE WE HAVE NOT RECEIVED ANY INFORMATION
 CONCERNING COMMENT 9 NOR 10 THIS REVIEW WILL BE
 COMPLETED AS 2004 EXISTING BUILDING CODE CHAPTER 8
 CHANGE IN OCCUPANCY AND CHAPTER 9 ADDITIONS. TABLE
 812.4.1 HAZARD CATEGORIES & CLASSIFICATION LIFE SAFETY
 & EXITS PLACES THIS BUILDING INTO A HIGHER HAZARD GROUP
 FROM A BUSINESS (4) TO A R-1 (3) OR HIGHER HAZARD
 CATEGORY (LOWER NUMBER) WHICH ENACTS CHAPTER 10 OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 10A) THE INDEX SHEET DOES NOT INDICATE WITHIN THE
 SUBMITTED PLANS A LIFE SAFETY SHEETS INDICATING
 OCCUPANT LOADS AND EGRESS CAPACITIES. 106.3.5.1.1(6).
  
 10B) THE INDEX SHEET DOES NOT INDICATE WITHIN THE
 SUBMITTED PLANS FOR FIRE SPRINKLER SCHEMATIC
 106.3.5.1.1(5), 403.2 & 903.6.1.
  
 11) SHEET A00A :
  
 11A) TYPO: FBC CHAPTER 6 TYPE OF CONSTRUCTION
 REFERENCES THE IBC NOT THE FBC TABLE 601. PLEASE UPDATE
 PLANS.
  
 11B) DEFINITION FOR WIND-BORN DEBRIS REGION EITHER IS
 SHORTED OR NOT THE 2004FBC WITH 2007 SUPPLEMENT
 DEFINITION. PLEASE UPDATE PLANS.
  
 12) SHEET A00B:
  
 12A) PLANS INDICATE A WALL TYPE ?A? UL DESIGN U419
 INDICATES THE ?? RESILIENT CHANNEL @ 24? O.C.
 VERTICALLY. WHEN REVIEWING THE U419 ASSEMBLY IT
 INDICATES THE USE OF (6A)(A) FURRING CHANNEL TO BE A 2
 3/8? WIDE BY 7/8? DEEP, SPACED 24 ? O.C. PERPENDICULAR
 TO STUDS.
 IF THE CHANNEL IS VERTICAL IT IS PARALLEL TO THE STEEL
 STUD NOT PERPENDICULAR. PLEASE REVIEW AND CORRECT.
  
 12B) PLANS INDICATE A WALL TYPE ?G? SHAFT WALL DESIGN
 WITH A STC RATING OF 34, PLEASE REVIEW SECTION 1207.2
 AIR-BORNE SOUND TRANSMISSION REQUIRING A STC OF NOT
 LESS THAN 50.
  
 12C) PLANS FAIL TO PROVIDE THE FLOOR ASSEMBLY OF THE
 EXISTING STRUCTURE, PLEASE INDICATE COMPLIANCE WITH
 1207.3 STRUCTURE-BORNE SOUND.
  
 12D) PLANS INDICATE A WALL TYPE J2 WHERE THE GYPSUM
 BOARD IS TO BE GLUED DIRECTLY TO THE BLOCK, PLEASE
 PROVIDE SPECIFICATIONS UNLESS OTHERWISE SPECIFIED BY
 THE GYPSUM BOARD MANUFACTURER THE TYPE OF ADHESIVE ,
 AMOUNT AND SPACING OF ADHESIVE TO BE USED.
 2508.1 TABLE 2508.1 GYPSUM BOARD GA-216, 11.
  
 13) SHEET A100:
  
 13A) PLANS INDICATE A RESTRICTED EASEMENT AREA THAT
 RUNS NORTH TO SOUTH THROUGH THE LOWER LEVEL WITH A WALL
 TAG ?L? EXTERIOR WALL, NO RATING, THIS IS NEITHER A
 EXTERIOR WALL, PLEASE SEE TABLE 302.3.2 FOR THE
 SEPARATION REQUIREMENTS FROM UTILITY AND MISC GROUP.
  
 13B) ROOM# 022 EXISTING GENERATOR ROOM DOES NOT PROVIDE
 ANY INFORMATION ON THE EXISTING WALLS NOR FIRE RATINGS,
 PLEASE SEE 403.10.1 & NFPA 110.7.2.1.1 &
 NFPA 110.7.2.3 FLOODING. NOTE PLANS DO NOT INDICATE ANY
 FUEL STORAGE FOR THE GENERATOR, PLEASE REVIEW
 ELECTRICAL COMMENTS FOR THE REQUIRED AMOUNT OF FUEL
 NECESSARY FOR ON SITE
 STORAGE.
  
 13C) ROOM# 004 THE FIRE PUMP ROOM PLANS INDICATE SOME
 WALLS AS WALL TYPE ?L? EXTERIOR WALL NO RATING AND WALL
 TYPE ?F? NOT RATED, PLEASE SEE NFPA
 20.5.12.1.1.1.REQUIRING 2 HOUR SEPARATION FOR HIGH RISE
 CONSTRUCTION.
  
 13D) STAIR A # 001 ALSO DOES NOT INDICATE WALL TYPE
 EXCEPT FOR A SECTION WALL TAG ?L? OR EXTERIOR WALL
 WHICH SEPARATES THE STAIRWELL FROM THE GYM. SEE 707.4 A
 2 HR FIRE RATING IS REQUIRED ALSO 1019.1..
  
 13E) STAIR A # 001 ALSO LEADS INTO THE SUMP PIT ROOM
 DOOR # 01, PLEASE REVIEW 1019.1 AN EXIT ENCLOSURE SHALL
 NOT BE USED FOR ANY PURPOSE OTHER THAN MEANS OF EGRESS.
  
 13F) STAIR A # 001 DOOR # 02 DOES NOT INDICATE ANY FIRE
 RATING SEE SHEET A700. SEE TABLE 715.3 OPENING
 PROTECTIVE?S.
  
 13G) STAIR B # 028 STAIRS ARE EXISTING BUT THE PLANS DO
 NOT INDICATE TYPE OF WALLS, REQUIRES A 2HR FIRE
 RESISTANCE RATING 707.4 & 1019.1.
  
 14) SHEET A101:
  
 14A) STAIR A100 FIRST FLOOR CONTINUES TO THE LOWER
 LEVEL BELOW GRADE PLEASE REVIEW SECTION
 1019.1.6.
  
 14B) FIRE COMMAND ROOM, ROOM# 114 INDICATES WALL TAG
 ?F? A NON-RATED WALL. PLEASE REVIEW 911.1. A 1-HR FIRE
 RESISTANCE RATED FIRE BARRIER.
  
 14C) FIRE COMMAND DOOR# 132 DOES NOT INDICATE ANY FIRE
 RATING SHEET A700.
  
 14D) FIRE COMMAND DOOR# SHEET A700 INDICATES HARDWARE
 TYPE# 19 ON THE HARDWARE SCHEDULE A701 HARDWARE SET# 19
 ONLY INDICATES 2 DOORS RECEIVING THIS HARDWARE NEITHER
 THE FIRE COMMAND ROOM, SHEET A700 INDICATES 6 DOORS
 RECEIVING THIS TYPE HARDWARE, PLEASE CORRELATE PLANS,
 OPENING PROTECTIVE?S SECTION 715.
  
 14E) PLANS ARE TO INDICATE COMPLIANCE WITH 911.1.
 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.
 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.
 15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE.
  
  
 14F) JUST TO THE RIGHT OF THE FIRE COMMAND ROOM IN THE
 CORRIDOR THERE IS A PAIR OF DOUBLE DOORS WITH OPPOSITE
 LEAF ACTION, THIS SET OF DOORS ARE NOT IDENTIFIED, THE
 CORRIDOR IS INDICATED AS A 5?-10? MINIMUM, THE DOORS
 SCALE OUT TO BE APPROXIMATELY (2) 2?-6? WIDE, PLEASE
 REVIEW 1008.1.1 MINIMUM32?CLEAR OPENING, AND 11-4.3.(9)
 & 11-4.3.10.
  
 14G) THE COMMENT DIRECTLY ABOVE ALSO RELATES TO DOOR#
 119.
  
 14H) LINEN STORAGE ROOM DOOR# 119 WHICH ALSO ACTS AS A
 LAUNDRY CHUTE ACCESS ROOM, THE WALL MARKERS INDICATES
 MARKER ?F? NON-RATED WALLS, IF THIS ROOM HAD ONLY LINEN
 STORAGE THIS WOULD BE CORRECT. 707.13.3 LAUNDRY CHUTE
 ACCESS ROOM REQUIRE 1 HR FIRE RATED WALLS AND OPENING
 PROTECTIVES ? HR WITH SELF CLOSING OR AUTOMATIC CLOSING
 UPON ACTIVATION OF THE DETECTION OF SMOKE.
  
 14I) JUST TO THE RIGHT OF ELEVATOR# 3 THERE APPEARS TO
 BE A DOOR# 18A OR 18D NEITHER DOOR IS LOCATED ON THE
 DOOR SCHEDULE LOCATED ON SHEET A700.
  
  
 14J) HALL# 127 THERE SEAMS TO BE A DISCREPANCY IN THE
 SOUTH WALL LOCATION THAT BACKS UP TO THE STAIRS THAT
 DESCEND TO THE LOWER BASEMENT EASEMENT.
  
 14K) STAIR TOWER B VERSES KING ROOM 122, THE WALL TAG
 INDICATES A WALL TYPE ?A? A 1 HOUR RATED WALL. STAIR
 TOWER B (VERTICAL EXIT) DOES NOT END AT DOOR 126, IT
 BECOMES A EXIT PASSAGEWAY OR CONTINUATION OF THE 2 HR
 ENCLOSURE UNTIL DOOR# 127 THE EXIT . PLEASE VISIT
 1019.1.
  
 14L) STAIR TOWER B AT DOOR 124) SWINGS THE WRONG WAY IT
 SWINGS INTO THE EGRESS PATH BLOCKING THE EXIT, THE DOOR
 SHOULD REVERSE THE SWING OF THE DOOR AGAINST THE COMMON
 WALL WITH ROOM# 122. 1008.1.8.8.
  
 14M) DOOR# 126 FROM THE VERTICAL EXIT OPENS DIRECTLY
 INTO THE STAIR LANDING THE LOCATION OF THIS DOOR BLOCKS
 THE EGRESS PATH OF BOTH THOSE EXITING FROM THE LOWER
 LEVEL AS WELL AS FROM THIS LEVEL . 1008.1.5.
  
 14N) THE SOUTH WALL OR PROPERTY LINE WALL HAS NUMEROUS
 DOOR OPENINGS THAT CROSS OVER THE PROPERTY LINE INTO
 THE PUBLIC ALLEY WAY, PLEASE REVIEW 3202.2 DOORS AND
 WINDOWS SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT
 ?OF-WAY.
  
 14O) THIS SHEET INDICATES THAT THERE IS AN EXISTING FPL
 EASEMENT, CURRENTLY THERE IS NO DOCUMENTS RELINQUISHING
 THE EASEMENT OR GRANTING USE OF THE EASEMENT WITH
 EXCEPTIONS TAKEN. 3201.03 .
  
 14P) FPL VAULT NOTE ON PLAN FOR WALL TAG IS K3 BUT THE
 NORTH AND SOUTH WALL FACING THE RIGHT-OF-WAY DO NOT
 INDICATE WALL TYPES, NOR DOES THE PLAN INDICATE THE
 FLOOR/ CEILING ASSEMBLY RATING FOR THIS ROOM FOR THREE
 HRS. NOTE NO REDUCTION FOR FIRE SPRINKLERS SINCE THE
 VAULT IS NOT FIRE SPRINKLERED. NEC 450.42/ FPL
 REQUIREMENTS MAY BE HIGHER. ALSO NOTE VAULT DOORS ALSO
 REQUIRE A 3HR RATING. CONTACT FPL FOR FURTHER VAULT
 REQUIREMENTS.
  
 14P) PLANS INDICATE NUMEROUS OPENINGS WITHIN THE FIRST
 STORY (ALLEYWAY) OF THE BUILDING, TABLE 704.8 ALLOWS
 25% OPENINGS FOR FIRE SPRINKLERED BUILDINGS, PLEASE
 PROVIDE CALCULATIONS FOR THE FIRST FLOOR.
  
 14R) THIS SHEET SCALES OUT TO HAVE THE ALLEYWAY AS A
 16?-0? RIGHT-OF-WAY WHERE THE SURVEY INDICATES A 15?-0?
 RIGHT OF WAY, PLEASE CORRECT. DISCREPANCY.
  
 15) SHEET A102:
  
 15A) THIS COMMENT WILL BE FOR THE 2ND FLOOR THROUGH THE
 6TH FLOOR STAIR ?A? INDICATES ONLY A ONE HOUR RATING
 (WALL TAG ?L?) BETWEEN THE STAIRWAY AND THE GUEST ROOMS
 DIRECTLY TO THE WEST 1019.1.
  
 15B) ELEVATOR LOBBY 201, COMMON COMMENT 2ND FLOOR
 THROUGH THE 6TH FLOOR, WILL REQUIRE A 1 HOUR RATING.
 SEE 707.14.1 AND CODE COMMENTARY. WILL REQUIRE ONE HOUR
 FIRE RESISTANCE WITH OPENING 715.3. ELEVATOR # 3 IS
 MISSING THE ELEVATOR LOBBY TOTALLY. COMMON TO ALL
 FLOORS.
  
 15C) SUITE 207 THE WALL COMMON WITH THE ELEVATOR LOBBY
 AND DATA ROOM 201DOES NOT HAVE A WALL TAG, WILL REQUIRE
 1 HOUR RATING 708.1(2) AND SOUND RATING STC OF NOT LESS
 THAN 50 1207.2. COMMON TO ALL FLOORS.
  
 15D) UNITS 207, 208 & 209 REMOVED THE EAST WALL LINE TO
 CREATE NEW BALCONIES. THE DISTANCE BACK TO THE NEW WALL
 LINE IS 5?-0? PLEASE REVIEW TABLE 704.8 FOR ALLOWABLE
 OPENINGS BETWEEN 3?-TO 5?-0? IS 15%, PLEASE PROVIDE THE
 PERCENTAGE OF WALL OPENINGS.
 3RD-6TH FLOORS WALL REMOVED SET BACK IS 5?-1? ALLOWABLE
 OPENINGS IS 25% PLEASE PROVIDE CALCULATIONS.
  
 15E) UNITS 207, 208 & 209 INDICATE THE WALL LINE 5?-0?
 FROM THE PROPERTY LINE. PLEASE SEE WALL TAG ?H?
 INDICATES UL DESIGN U-418, NOTE THIS ASSEMBLY IS RATED
 FROM THE INTERIOR SIDE ONLY. 704.5 INDICATES WHEN FIRE
 RESISTANCE RATINGS OF EXTERIOR WALLS WITH A FIRE
 SEPARATION DISTANCE OF 5 FEET OR LESS SHALL BE RATED
 FOR EXPOSURE TO FIRE FROM BOTH SIDES. PLEASE PROVIDE
 THE CORRECT ASSEMBLY.
  
 15F) SHEET A00B WALL TAG ?H? IS INDICATED AS A 2 HOUR
 FIRE RATING, UL U-418, AS DEPICTED IN THE PLAN ONLY ONE
 LAYER OF 5/8? GYPSUM IS INDICATED, IN THE UL LISTING
 UNDER HEADING NUMBER FOUR FOR A 2 HR RATING THREE
 LAYERS OF ?? GYPSUM BOARD, PLEASE REVIEW THE SOUTH WALL
 OF ANNEX.
  
 15G) SHEET A00B WALL TAG ?H? IS INDICATED AS A 2-HR
 EXTERIOR RATED WALL. WITHIN THE WALL ASSEMBLY THE PLAN
 CALLS FOR THE USE OF 5/8? EXTERIOR SHEATHING. PLEASE
 REVIEW SECTION 603.1.1(1.2) NONBEARING EXTERIOR WALLS
 WHERE NO FIRE RATING IS REQUIRED. TABLE 602
 REQUIRES A FIRE RATING FOR A TYPE IB UP TO 30?-0? FROM
 THE PROPERTY LINE.
  
 15H) THIS COMMENT WILL BE COMMON 2ND FLOOR THROUGH THE
 6TH FLOOR. ROOM GUEST ROOM 226 LIGHT WELL AND GUEST
 ROOM 227. TO DO AN ACCURATE REVIEW ON THIS AREA
 ADDITIONAL INFORMATION WILL BE REQUIRED. PLANS DO NOT
 PROVIDE ANY DETAIL ON THE GARDEN, PLANS DO NOT INDICATE
 WALLS THAT WILL RETAIN SOILS, WATER RESISTANT, OR WATER
 PROOFING, DEPTH OF SOIL AND TYPE OF PLANTS WILL THERE
 BE ANY WATER FEATURES? FIRE LOADS ARE NOT KNOWN?
 THE PLANS DO CALL OUT FOR A 2 HOUR RATED WALL BUT THE
 WINDOW TYPE M AND M1 ARE SINGLE HUNG WINDOWS KEYED FOR
 MAINTENANCE USE ONLY. THERE IS NO MENTION OF 1 ? HOUR
 OPENING PROTECTION ON THE WINDOWS.
  
 UNTIL THE FIRE LOADS ARE KNOWN WE CAN NOT ACCURATELY
 REVIEW THIS AREA IT MAY BE CLASSIFIED ONLY AS A SHAFT
 OR IT MAY BE CLASSIFIED AS A ATRIUM AND MEET THE
 REQUIREMENTS OF 404.
  
 15I) SUITE# 213 HAS A SHAFT LOCATED ON THE EAST SIDE OF
 THE ROOM, NO WALL TAG IS PROVIDED.
 SEE 707.4 SHAFT ENCLOSURES/ RATINGS.
  
 15J) SOUTH WALL OF ANNEX WALL TAG ?H?(SHEET A00B) IS
 INDICATED AS THREE WALL TYPE FINISHES, THE FIRST IS
 INDICATED AS A BRICK VENEER WITH WALL TIES. THERE IS NO
 DETAIL INDICATING HOW THE BRICK ARE SUPPORTED. THIS
 SAME DETAIL ALSO INDICATES A MINIMUM 1 INCH AIR SPACE
 WITH THE WALL TIES MEANING A FULL BRICK VENEER NOT JUST
 A FACING OF BRICK. THE CUT SECTION THROUGH THIS SAME
 WALL DETAIL C OF A501 FORWARDS YOU TO ANOTHER DETAIL
 1.1 OF A504 WHICH IS A THIN SET APPLICATION WITH JUST A
 FACING TREATMENT. PLEASE COORDINATE DETAILS SO A REVIEW
 OF THIS SECTION CAN BE COMPLETED. DISCREPANCY IN PLANS,
 INSUFFICIENT INFORMATION PLEASE COORDINATE PLANS. NOTE
 THERE IS NO STRUCTURAL DETAILS INDICATING A BRICK
 VENEER WITH WALL TIES.
  
 15K) SAME DETAIL AS LISTED ABOVE WALL TAG ?H? (SHEET
 A00B) LIST A METAL PANEL SYSTEM AS
  
  
 15I) ANNEX ADDITION PLAN SOUTH WALL TAG INDICATES WALL
 TAG ?H?, DETAIL ?C? SHEET 501 , AND DETAIL 1.2 A504
 INDICATE THE USE OF 5/8? EXTERIOR GRADE PLYWOOD, PLEASE
 REVIEW USE OF COMBUSTIBLES IN TYPE I / II BUILDINGS.
 603.1(1.2) ONLY ALLOWS THE EXTERIOR NONBEARING WALLS
 WHERE NO FIRE RATING IS REQUIRED. THIS WALL WILL
 REQUIRE A 2 HR RATING SEE TABLE 602.
  
 15J) BOTH THE NORTH AND WEST WALL OF THE ANNEX WILL
 HAVE A SEPARATION DISTANCE GREATER THAN 30? SO FIRE
 RETARDANT TREATED 5/8 INCH PLYWOOD WOULD BE ALLOWED,
 PLEASE SEE TABLE 602 AND ADD NOTE TO PLAN.
  
 15K) ANNEX PLANS NOTE EXTERIOR WALL TYPE ?E? BUT
 INDICATE THE USE OF METAL PANEL, IS THIS TO BE A MCM
 PANEL SYSTEM, PLEASE PROVIDE ADDITIONAL INFORMATION,
 MUST MEET ALL THE REQUIREMENTS OF SECTION 1407 FOR
 METAL COMPOSITE MATERIALS.
  
 15L) THIS SAME WALL TYPE ?E? INDICATES THE USE OF
 CURTAIN WALL GLAZING PLEASE PROVIDE ADDITIONAL
 INFORMATION FOR THIS SYSTEM. 1609.6.2.2 & 704.13.1
 VOIDS.
  
 15M) ROOMS 229& 230 AS WELL AS 231 & 232 BOTH INDICATE
 WALL TYPE ?J? WHICH ONLY HAS A STC RATING OF 45
  
 16) SHEET A103 3RD -6TH FLOOR HAVE SIMILAR PROBLEMS AS
 THE 2ND FLOOR LIST DIRECTLY ABOVE.
  
 17) SHEET A104 :
  
 17A) STAIR ?A? ROOM 702 HAS A STORAGE AND ELEVATOR
 EQUIPMENT ROOM ,MECHANICAL ROOM 703 ENTER DIRECTLY INTO
 IT.
 1019.1 THE MECHANICAL AND STORAGE ROOM SHOULD HAVE THE
 DOORWAY ON THE POOL DECK NOT INTO THE VERTICAL STAIR
 TOWER, 1019.1.
  
 17B) PLANS CALL OUT FOR A VERTICAL LIFT, PLEASE PROVIDE
 DOCUMENTATION WITH 11-4.11.2.
  
 17C) THE ROOF PLAN DOES NOT PROVIDE ENOUGH INFORMATION
 AS TO WHERE GUARDS AND HANDRAILS ARE LOCATED ON THE
 ELEVATED POOL DECK SECTION AND STAIRS AS TO LOCATION,
 MATERIAL CONSTRUCTED FROM AND HEIGHT. 1009.11, 1012.1,
 1012.2 & 1012.3.
  
 17D) THE PLAN INDICATES THE USE OF A 30?-0? SECTION OF
 GLAZED GUARD RAIL PLEASE PROVIDE INFORMATION FOR
 1607.7, 2407.1, 2407.1.1, & 2407.1.2.
  
 17E) PLANS INDICATE A ADA LIFT INTO THE POOL, PLEASE
 PROVIDE MANUFACTURES? SPECS. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED & 424.1.2.5.6.
  
 17F) THE ROOF OVER THE STAIR A, RESTROOMS AND
 MECHANICAL ROOM INDICATE A ROOF DRAIN BUT NO SECONDARY
 OVER FLOW OR SCUPPER. 1503.4.3.
  
 17G) THE POOL DECK AND LOWER ROOF DECK ALSO ARE MISSING
 THE OVER FLOW ROOF DRAINS AND OR SCUPPERS 1503.4.3.
  
 17H) PLEASE PROVIDE A LARGER SECTION OF THE MEN?S AND
 WOMEN?S RESTROOMS,
  
 17H)1) BOTH DOORS 707 AND 708 APPEAR TO SWING INTO THE
 CLEAR FLOOR SPACE REQUIRED FOR ACCESSIBLE PLUMBING
 FIXTURES 11-4.22.3.
  
 17H)2) DOOR 207 AND 208 PLEASE REVIEW SECTION 11-4.13.7
 DOORS IN SERIES.
  
 17H)3) DOOR 703 IT APPEARS IS MISSING THE REQUIRED 18?
 AT THE LATCH SIDE OF THE DOOR.
 11-4.13.6.
  
 17I) IT APPEARS IN BOTH VERTICAL EXITS THERE IS A STEP
 DIRECTLY INSIDE THE BUILDING WITHOUT A LEVEL FLOOR WITH
 THE EXTERIOR OF THE BUILDING, 1008.1.4.
  
 17J) ROOM 703 THE ELEVATOR EQUIPMENT ROOM DOES NOT
 INDICATE ANY VENTILATION, WILL NEED TO COMPLY WITH
 3004.1 & 3004.2.
  
 17K) JUST TO THE RIGHT OF THE VERTICAL EXIT ?B? THERE
 IS A ROOM WITH NO IDENTIFICATION JUST DOOR NUMBER 710,
 PLEASE PROVIDE USAGE? 106.1.2. ADDITIONAL INFORMATION
 REQUIRED.
  
 17L) NOTE: POOL GATES AND FENCING REQUIREMENTS
 DEPARTMENT OF HEALTH RULE 64E-9 FLORIDA ADMINISTRATIVE
 CODE AND CHAPTER 514 FLORIDA STATUTES.
  
 18) SMOKE CONTROL SYSTEMS: UNDER THE EXISTING BUILDING
 CODE FOR THE BASE BUILDING THE CODE DOES NOT ADDRESS
 THIS, THE FLORIDA BUILDING CODE IS BASED OFF OF THE IBC
 WHERE SMOKE CONTROL IN HIGH RISES IS NOT A REQUIREMENT,
 SO IT HAS NEVER BEEN INTRODUCED INTO THE EXISTING
 BUILDING CODE.
 ADDITIONS UNDER THE EXISTING BUILDING CODE DOES REQUIRE
 SMOKE CONTROL PLEASE SEE 902.3 OF THE EXISTING BUILDING
 CODE. EXISTING ALLOWABLE AREAS INCREASED BY ADDITIONS
 SHALL COMPLY WITH CHAPTER 9 OF THE FLORIDA BUILDING
 CODE, BUILDING. PLEASE REVIEW 909.16 FIRE-FIGHTER?S
 SMOKE CONTROL PANEL. 909.16. 1-3.
  
 19) SHEET A105:
  
 19A) PLANS INDICATE A 3? ROLL DECK, PLEASE PROVIDE
 ADDITIONAL INFORMATION AS TO THIS PRODUCT. 106.1.2.
 ADDITIONAL INFORMATION REQUIRED.
  
 19B) DETAIL B INDICATES THE USE OF MCM PANELS
 (ALUMINUM) PLEASE PROVIDE INFORMATION ON THIS PRODUCT
 AS FAR AS FIRE RESISTANCE RATINGS AND WIND PRESSURES.
 1407 & 1609.6.
  
 19C) PLANS APPEAR WITH A HATCH LINE BUT IT IS NOT CLEAR
 WHAT THIS IS FOR, MECHANICAL PLANS INDICATE ROOF TOP
 MECHANICAL EQUIPMENT, IS THIS A SCREEN FOR THE
 MECHANICAL EQUIPMENT?
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 19D) ROOF TOP EQUIPMENT; SHALL BE COVERED UNDER THIS
 REVIEW AS WELL AS MECHANICAL FOR THE RESISTANCE OF THE
 EQUIPMENT AND CASING TO RESIST WIND. PLEASE SHOW
 COMPLIANCE WITH
 MECHANICAL- 301.13 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING. THIS MAY BE ACCOMPLISHED BY DESIGN OR
 BY APPLICATION OF SECTION 301.13.1. ROOF-MOUNTED
 MECHANICAL UNITS AND SUPPORTS SHALL BE SECURED TO THE
 STRUCTURE. THE USE OF WOOD ?SLEEPERS? SHALL NOT BE
 PERMITTED. PLEASE SHOW COMPLIANCE.
  
 19E) ROOF HATCH PLEASE REVIEW REQUIREMENTS FOR STAIRS
 TO THE ROOF WHEN BUILDINGS ARE 4 OR MORE STORIES.1009.
 12.
  
 20) SHEET A106 DETAIL# 4 NOTE: ROOF DRAINS ARE NOT IN
 THE MIDDLE OF THE ROOF CREATING LONGER RUNS IN SLOPED
 INSULATION. WHERE EVER THE ROOF DRAIN IS LOCATED THIS
 IS THE MINIMUM THICKNESS OF INSULATION, FOR INSTANCE IF
 YOUR ENERGY REPORT INDICATES A R-19 THIS IS THE MINIMUM
 THICKNESS OF INSULATION AND FROM THERE THE THICKNESS IS
 INCREASED. 13-404.1.ABCD.1 AND FBC INFORMAL
 INTERPRETATION REPORT#3731 & 3746.
  
 21) SHEET A200 LOWER CEILING LEVEL THE LAUNDRY DRYERS
 ARE GANGED TOGETHER NO ARCHITECTURAL PLANS OR
 MECHANICAL PLANS INDICATE A TERMINATION POINT? 106.1.2
 ADDITIONAL INFORMATION REQUIRED. DIRECTLY TO THE WEST
 IS THE EASEMENT ALONG THE WEST WALL!
  
 22) SHEET A201 DETAIL 02 SOFFIT DETAIL INDICATES THE
 USE OF UNISTRAT AND THREADED RODS, ON INFORMATION IS
 PROVIDED AS TO ANCHORAGE OF THE UNISTRUCT TO THE
 STRUCTURE ABOVE, CENTER TO CENTER OF THE UNISTRUCT,
 THICKNESS OF THE THREADED RODS AND SPACING, NOR THE
 HORIZONTAL MEMBER BETWEEN THE BOTTOM UNISTRUCT AND WOOD
 VENEER CEILING PANEL OR HOW WOOD CEILING PANELS WILL BE
 FASTENED. 106.1.2. ADDITIONAL INFORMATION REQUIRED AND
 803.4.2 SET OUT CONSTRUCTION AND REQUIREMENTS FOR FIRE
 TREATED RESISTANT FURRING OR BACKING.
  
 23) SHEET A202 DETAIL 02 INDICATES STRUCTURAL MEMBERS
 ARE TO HAVE A 2HR RATING TABLE 601 BUT NO UL ASSEMBLY
 WAS PROVIDED. PLANS ALSO INDICATE OR SPRAY ASSEMBLY.
 PLEASE IDENTIFY
 WHICH SYSTEM WILL BE INSTALLED WITHIN THE STRUCTURE AND
 PROVIDE ASSEMBLY OR PRODUCT INFORMATION. INFORMATIONAL
 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.
  
 24) SHEET A303 DETAIL 03 IS MISSING COMPLIANCE WITH
 FIGURE 11-19?(D) AND 11-4.4.
  
 25) SHEET A303 DETAIL 3 THE HANDRAIL CAN NOT HAVE A
 PERIMETER GREATER THAN 6.25 INCHES,
 PLANS INDICATE A 6.5 INCHES. 1009.11.3.
  
 26) SHEET A305 INDICATES WOOD PANELING ON ?? PLYWOOD
 BACKER. PLEASE REVIEW 803.4.2 SET OUT CONSTRUCTION AND
 REQUIREMENTS FOR FIRE TREATED RESISTANT FURRING OR
 BACKING.
  
 27) SHEET A309 DETAIL F BREAK ROOM SINK THE CABINET HAS
 DOORS MAKING IT IMPOSSIBLE FOR A FRONT APPROACH. SINKS:
 11-4.24.2 SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH
 THE COUNTER NO HIGHER THAN 34" ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH 30"
 WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH SINKS.
 11-4.24.5 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT
 LEAST 30 INCHES BY 48 INCHES (760 MM BY 1219 MM)
 COMPLYING WITH SECTION 11-4.2.4 SHALL BE PROVIDED IN
 FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR
 FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL
 EXTEND A MAXIMUM OF 19 INCHES (485 MM) UNDERNEATH THE
 SINK.
  
 28) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
 DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
 29) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
  
 A) FIXED GLAZING
 B) STOREFRONT
 C) CURTAIN WALL
 D) MULLIONS
 E) EXTERIOR STOREFRONT
 F) EXTERIOR METAL DOORS ? INSULATED
 G) ROLLING OVERHEAD DOOR
 H) PANEL WALL SYSTEMS- SOFFITS, SIDING PRODEMA WOOD
 PANEL SYSTEMS,
 ALPOLIC METAL PANEL SYSTEMS, & MCM SYSTEM
 I) WALL LOUVERS
 J) SKYLIGHTS
 K) ROOFING ASSEMBLIES
 M) PRE-ENGINEERED A/C STANDS
 30) 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
  
 31) 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.
  
 32) A702 DETAIL H SMOKE DRAFT CURTAIN PLEASE PROVIDE
 WHERE THIS DETAIL IS BEING INSTALLED?
  
 33) S-1 DESIGN NOTES MINIMUM LIVE LOADS PLEASE REVIEW
 THE FOLLOWING:
 33A) FLOORS INDICATES 40 PSF PLEASE PROVIDE WHAT
 OCCUPANCY TYPE
 33B) CORRIDORS ARE INDICATED AT 40 PSF THIS IS WITHIN
 HABITABLE AREAS
 33C) BALCONIES ARE INDICATED AT 60 PSF, EXTERIOR
 BALCONIES FOR 1 AND 2 FAMILIES CORRECT TO
 100 PSF
 33D) CORRIDORS 100 PSF
 33E) NOT MENTION IN PLANS DINING ROOMS AND RESTRAINT
 100PSF
 TABLE 1607.1
  
 34) S-1 DOES NOT PROVIDE THE CORRECT WIND SPEED, PLEASE
 SEE FIGURE 1609, WEST PALM BEACH IS LOCATED WITHIN A
 140 MPH 3 SECOND GUST. WIND PRESSURES WILL CHANGE WITH
 THE
 GREATER WIND SPEED.
  
 35) INPUT DATA REPORT:
 35A) EXTERIOR DOORS ARE MISSING FROM THE INPUT DATA
 REPORT.
 35B) SKYLIGHT IS MISSING INFORMATION FROM THE INPUT
 DATA REPORT
 35C) FLOORS IS LEFT BLANK FROM THE INPUT DATA REPORT
  
 36) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION
  
 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.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 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.
  


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