Plan Review Details - Permit 03031179
Plan Review Stops For Permit 03031179
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2003-10-09 Cont ID  
Sent By jwitmer Date 2003-10-09 Time 11:27 Rev Time 1.00
Received By jwitmer Date 2003-10-09 Time 11:27 Sent To  
Notes
2003-10-09 00:00:00PRODUCT APPROVALS, MSDS SHEETS FOR
 DRYWALL, AND CORE BOARDOK
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2003-09-16 Cont ID  
Sent By csiegber Date 2003-10-09 Time 10:49 Rev Time 0.65
Received By jwitmer Date 2003-09-16 Time 13:01 Sent To  
Notes
2003-09-16 00:00:00TRUSS PLANS FOR CLUBHOUSE 9/16/03
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2003-09-05 Cont ID  
Sent By csiegber Date 2003-09-09 Time 10:11 Rev Time 0.50
Received By jwitmer Date 2003-09-05 Time 14:51 Sent To  
Notes
2003-09-05 00:00:00REVISION # 3 -OK JW
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2003-07-11 Cont ID  
Sent By csiegber Date 2003-09-03 Time 10:08 Rev Time 3.50
Received By jwitmer Date 2003-07-11 Time 15:31 Sent To  
Notes
2003-07-11 00:00:00*****BUILDING PROVIO*******
 PERMIT: 03031179
 ADD: 4200 BEAR LAKES COURT
 CONT: ALLIANCE
 TEL: (305)345-2029
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 *****PROVISO******
  
 STORM SHUTTERS:
 1) BEFORE THE CERTIFICATE OF OCCUPANCY
 OF THE CLUBHOUSE OR APARTMENT BUILDING
 CONTRACTOR SHALL SUBMIT AND GAIN APPROV-
 AL FROM THE BUILDING OFFICIAL A PRE-
 STORM PREPARATION PLAN SUBMITTED BY THE
 PROPERTY OWNERS OR MANAGING AGENTS. ANY
 SUCH PLAN SHALL INCLUDE, AT A MINIMUM,
 ON-SITE LOCATION OF SHUTTERS, PARTY
 RESPONSIBLE FOR THE SECURING THE SHUTTER
 ( SAID PARTY MUST BE LOCATED WITHIN PALM
 BEACH COUNTY), TOTAL NUMBER OF OPENINGS
 TO BE PROTECTED AND THE TOTAL TIME RE-
 QUIRED TO SECURE ALL OPENINGS.
 PROTECTION OF OPENINGS SHALL BE ACCOMP-
 LISHED WITHIN (12) HOURS OR LESS OF THE
 OFFICIAL NOTIFICATION BY THE NATIONAL
 WEATHER SERVICE OF A HURRICANE WATCH.
  
 PROVIDE A KEY PLAN THAT IDENTIFIES EACH
 OF THE GLAZED OPENINGS AND A INSTALATION
 SCHEDULE:
  
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2003-06-18 Cont ID  
Sent By shernand Date 2003-07-07 Time 12:51 Rev Time 0.75
Received By jwitmer Date 2003-06-18 Time 13:58 Sent To  
Notes
2003-06-18 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03031179
 ADD: 4200 BEAR LAKES COURT
 CONT: ALLIANCE
 TEL: (305)345-2029
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE 3 COPIES OF SOILS REPORT.
  
 3) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
  
 A) WINDOWS, FIXED & SINGLE HUNG
 B) DOORS (6 PANEL) DOORS
 C) ROOF ASSEMBLIES
 D) STORM SHUTTER KEY PLAN/ ANCHOR
 INSTALLATION SCHEDULE
  
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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 SAMPLE ATTACHED!
  
 BE SURE TO TAKE THE VALUES FOR MASONARY
 NOT 3000 PSI CONCRETE FOR ANCHOR SPACING
  
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)805-6715
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-05-30 Cont ID  
Sent By shernand Date 2003-06-17 Time 14:16 Rev Time 2.22
Received By jwitmer Date 2003-05-30 Time 10:48 Sent To  
Notes
2003-05-30 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03031179
 ADD: 4200 BEAR LAKES COURT
 CONT: 3RD PLAN REVIEW
 IRA GROSSMAN
 TEL: (786)367-1537
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 CLUBHOUSE, RENAISSANCE AT BEAR LAKES
 3RD PLAN REVIEW
 ACTION: DENIED
  
 ATHOUGH THIS IS IN FOR "PLAN REVIEW"
 THE SAME COMMENTS WILL APPEAR AS IF SUB-
 MITTED FOR PERMIT. ALL COMMENTS ARE
 "CONTRACTOR RELATED".
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)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.
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
  
 4) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A) WINDOWS, FIXED & CASAEMENT
 B) DOORS, SOLID & GLASS
 C) MULLIONS, VERTICAL/ HORIZONTAL
 D) STORM SHUTTERS
 E) ROOF ASSEMBLIES
  
 5)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 6)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 7)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 8)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 9) 1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 10)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 11)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-04-29 Cont ID  
Sent By shernand Date 2003-05-23 Time 16:14 Rev Time 3.25
Received By jwitmer Date 2003-04-29 Time 10:02 Sent To  
Notes
2003-04-29 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 03031179
 ADD:4200 BEAR LAKES CT
 CONT:( 2ND PLAN REVIEW)
 IRA GROSSMAN
 TEL: (786)367-1537
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 CLUBHOUSE, RENAISSANCE AT BEAR LAKES
 2ND PLAN REVIEW
 ACTION : DENIED
  
 ALTHOUGH THIS REVIEW IS FOR "PLAN
 REVIEW" THE SAME COMMENTS WILL SHOW UP
 AS IF SUBMITTED FOR PERMIT, THIS WAY
 CONTRACTORS WILL BE AWARE OF WHAT THE
 CITY REQUIRES, EXPEDITING THE PERMIT
 PROCESS.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 424.1 PUBLIC SWIMMING POOLS: 64E-9.002
 "EFFECTIVE BARRIER" (FENCE) THE FENCE
 SHOWN ON THE SITE PLAN AND ON AM-1 DOES
 INDICATE WHERE THE FENCE WILL BE PLACED
 TO KEEP PEOPLE FROM ENTERING THE POOL
 AREA FROM THE COMMON AREAS, BUT NO
 "EFFECTIVE BARRIER" IS PRESENT FROM THE
 DOORWAYS OR WINDOWS OF THE CLUBHOUSE
 SEPERATING THE CLUBHOUSE & POOL AREA.
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PLEASE PROVIDE (3) COPIES OF SOILS RE-
 PORT INDICATING WHAT THE MINIMUM SAFE
 BEARING VALUE OF THE SOIL?
  
 4) FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
  
 RACHUET BALL COURT, 2405.2.1.2 GLAZING
 LOCATED WITHIN 36" OF WALKING SURFACES.
 NO INFORMATION PROVIDED!!!!!!!
  
 5) FRONT ENTRY DOORS: LINTEL NO INFORMA-
 TION AS TO LENGTH, LOADING. SEE AMS-4
 NOTE #6 LINTELS, NO INFORMATION FOR ANY
 WINDOW, DOORS. ON THE BEAM SCHEDULE THEY
 DO NOT SHOW UP, NO HEIGHTS ARE GIVEN?
 IN ADDITION ON THE FRONT DOOR DETAIL
 THE AREA BETWEEN WINDOW TYPE A AND G
 BE FILLED IN BY A VERTICAL MULLION?
  
 ******NOTE******
 ALL PRODUCT TESTING REPORTS INFORMATION
 NOT GIVEN TO THE BUILDING DEPARTMENT
 WILL CONTINUE TO SHOW UP AS REVIEW
 COMMENTS!!!! ONCE PERMIT APPLICATION IS
 MADE, IF THIS PRODUCT TESTING INFORMA-
 TION IS NOT PROVIDED,NEW CONSTRUCTION,
 AND ALL REQUIRED INORMATION IS PROVIDED
 AT TIME OF PLAN SUBMITTAL, THE PRIMARY
 PERMIT FOR THE STRUCTURE WILL BE CONSID-
 ERED TO INCLUDE THIS WORK. OTHERWISE, A
 SEPERATE PERMIT AND FEES IS REQUIRED!!!
 MISSILE IMPACT PROTECTION STANDARD,
 QUESTION # 1.(SEE).
  
 6) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A) WINDOWS, FIXED & CASEMENT
 B) DOORS, SOLID & GLASS
 C) MULLIONS, VERTICAL/ HORIZONTAL
 D) STORM SHUTTERS
 E) ROOF ASSEMBLIES
  
 7)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 8)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 9)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 10)1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 11)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 12)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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.
  
 13) 1606.2.4 MAIN FORCE RESISTING SYS-
 TEM: ALLELEMENTS AND CONNECTIONS OF THE
 MWFRS SHALL BE DESIGNED FOR VERTICAL AND
 HORIZONTAL LOADS ON THE COMBINED LEEWARD
 AND WINWARD WALL/ ROOF PRESSURES.
  
 PROVIDE THE LOADING FOR TRUSSES AND
 GIRDERS, MISSING FROM AM-6.
  
 ANCHORS ARE INDICATED ON THIS PAGE BUT
 "NO LOADING IS INDICATED"!!!!!!!
  
 14)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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-09 Cont ID  
Sent By jwitmer Date 2003-04-09 Time 09:27 Rev Time 2.22
Received By jwitmer Date 2003-04-09 Time 09:26 Sent To  
Notes
2003-04-09 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03031179
 ADD: 4200 BEAR LAKES CT
 CONT: (PLAN REVIEW)
 IRA GROSSMAN
 TEL: (786)367-1537
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST $250.00 PLAN REVIEW
  
 NOTE: SUBMIT (3) SETS OF PLAN FOR THE
 PERMIT SET OF PLANS, RESIDENT INSPECTOR
 PROGRAM.
  
 A PERMIT APPLICATION SHALL BE REQUIRED
 TO BE FILLED OUT BY THE CONTRACTOR BE-
 FOR THE PERMIT MAY BE ISSUED.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 424.1PUBLIC SWIMMING POOLS: 64E-9.002
 PROVIDE ADDITIONAL INFORMATION ON THE
 EFFECTIVE BARRIER (FENCE) FOR THE POOL
 AND BETWEEN THE POOL AND CLUBHOUSE.
  
 3) FAIR HOUSING ACT, ACCESSIBLE ROUTE:
 A) MISSING ACCESS ISLES ACROSS STREETS
 B) MISSING SIDEWALK BEHIND PARKING
 NORTH OF DUMPSTER
 C) DUMPSTER STAIRS, NO RAMP INDICATED
  
 ACCESSIBLE ROUTES ALSO MAY INCLUDE SKY
 WALKS,TUNNELS,GARAGES, AND PARTS OF MANY
 PUBLIC AND COMMON AREAS. ANSI 4.3 CON-
 TAINS COMPLETE TECHNICAL SPECIFICATIONS
 FOR ACCESSIBLE ROUTES, INCLUDING, WIDTH,
 HEADROOM, SURFACE TEXTURE, SLOPE,
 CHANGES IN LEVEL, DOORS, AND EGRESS IN
 EMERGENCIES.
  
 4) FAIR HOUSING ACT 4.3 WALKING SURFACES
 403.2 FLOOR & GROUND SURFACES SHALL
 COMPLY WITH SECTION 302. SECTION 302.2
 DEALS WITH CARPET. FINISH ROOM SCHEDULE
 NO INFORMATION.
  
 5) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 PROVIDE SOILS REPORTS.
  
 6) TABLE 803.3 MINIMUM INTERIOR FINISH
 CLASSIFICATION; PROVIDE INFORMATION
 BASED ON INTERIOR FINISH REQUIREMENTS
 BASED ON OCCUPANCY.
  
 7) FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
  
 (2) OFFICES, 2405.2.1(3) WINDOW (H)
 RACHUET BALL COURT, 2405.2.1(2) GLAZING
 LOCATED WITHIN 36" OF WALKING SURFACES.
 NO INFORMATION ON DOOR OR WINDOWS BY
 ANDERSON.
  
 8) DOOR SCHEDULE AM-5 FRONT DOOR NOTE 3,
 AM-9 FOR CONNECTION OF FRENCH DOORS,
 SIDELIGHTS & TRANSOM. DETAIL # 10, ENTRY
 DOOR HEAD DETAIL SEE STRUCTURAL DRAWINGS
 NO INFORMATION TO REFER TO?
  
 DETAIL #12 FOR FRONT ENTRY, VERTICAL
 FRAMING MEMBER( MULLION) EITHER PRODUCT
 TESTING REPORT OR SITE SPECIFIC ENGIN-
 EERING.
 PLANS INDICATE THE USE OF (4) WEDGE
 ANCHORS TOP/ BOTTOM PLATE, IN THE TOP
 PLATE FASTENING INTO A BEAM THERE WILL
 BE ONLY 1 1/2" EDGE DISTANCE, HOW MUCH
 OF A DERATING FACTOR WAS FIGURED?
 STRUCTURAL SHEET AMS-2 MISSING
 THIS BEAM?
  
 9)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
  
 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 11) SHEET AMS-4 GIVEN ROOF HEIGHT OF
 15'-0", WRONG HIGHEST BEAM 20'-8" PLUS
 1/2 HEIGHT OF TRUSS2'-4"= 23'-0".
  
 12) FOUNDATION SCHEDULES INDICATES (2)
 WF24A FOOTINGS, ONE 12" DEEP, THE OTHER
 16" DEEP, WHY IS THERE THE SAME MARK FOR
 2 DIFFERENT FOUNDATIONS? 1804.1.3 COUNTY
 WIDE AMENDMENT 1804.1.3 REQUIRES ALL
 FOUNDATIONS TO BE 12" BELOW GRADE PLUS
 THE SLAB ON GRADE (3 1/2").
  
 13) SHEET AMS-3 INDICATES A 3/4" RECESS
 IN THE SLAB. COUNTY AMENDMENT 2111.1.9
 REQUIRES A 1 1/2" RECESS.
  
 14) 1503.4.4 PROTECTION AGAINST DECAY &
 0ERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 15)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 16)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED. MISSING REPORTS:
 A)WINDOWS; FIXED & CASEMENT
 B)DOORS; SOLID & GLAZED
 C)MULLIONS
 D)STORM SHUTTERS
 E)ROOFING ASSEMBLIES
  
 17)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
  
 18) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 19) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 20)1707.4.3 EACH EXTERIOR DOOR
 ASSEMBLY NOT COVERED BY 1707.4.2
 (GLAZED DOORS) SHALL BE LISTED AND TEST-
 ED FOR A PERIOD EQUAL TO THE QUANITY
 3600/ V WHERE THE TIME PERIOD IS IN
 SECTIONS AND V IS IN MILES PER HR TAKEN
 FROM FIGURE 1606. THE TIME PERIOD SHALL
 ALSO INCLUDE A 10 SECOND PERIOD AT A
 LOAD EQUAL TO 1.5 TIMES THE DESIGN
 PRESSURE. DADE COUNTY & SBCCI REPORTS
 ARE ACCEPTED.
  
 21)PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 22)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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.
  
 23) 1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 24) ROOF TRUSS/ GIRDER SYSTEM:
 1606.2.4 MAIN WIND FORCE RESISTING SYS-
 TEM: ALL ELEMENTS AND CONNECTIONS OF THE
 MWFRS SHALL BE DESIGNED FOR VERTICAL AND
 HORIZONTAL LOADS BASED ON THE COMBINED
 LEEWARD AND WINDWARD WALL / ROOF PRES-
 URES.
 PROVIDE THE LOADING FOR TRUSSES AND
 GIRDERS MISSING ON SHEET AM-6.
  
 25)1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
  
 26) TRUSS PLAN INDICATES "SEMCO" BOUGHT
 OUT IN 1999 BY USP USE 2003 USP CATOLOG
 AND PRODUCT NUMBERS.**** NOTE DECREASE
 IN VALUE FOR TRUSS ANCHORS THAT CAN BE
 TAKEN***1609.4.3 LOAD REDUCTIONS****
  
 27)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
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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.
 JIM WITMER
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2003-10-06 Cont ID  
Sent By dpalmer Date 2003-10-06 Time 08:56 Rev Time 0.25
Received By dpalmer Date 2003-10-06 Time 08:56 Sent To B
Notes
2003-10-06 00:00:00FIRE SUBMITTALS.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-04-28 Cont ID  
Sent By csiegber Date 2003-10-02 Time 12:00 Rev Time 1.00
Received By dpalmer Date 2003-04-28 Time 08:30 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-03-27 Cont ID  
Sent By dpalmer Date 2003-03-27 Time 05:21 Rev Time 0.50
Received By dpalmer Date 2003-03-27 Time 05:21 Sent To  
Notes
2003-03-27 00:00:00************** UNSAT ***************
  
 1)NOTE: PLEASE SHOW LOAD CALCULATIONS,
 220-3,220-10,220-11,220-13 ETC PLEASE
 ALSO SHOW ALL CONTINUOUS LOADS AT 125%
 215-3,230-42 ETC.
  
 2)NOTE: PLEASE SHOW TRACK LIGHTING PER
 220-12B.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2003-04-15 Cont ID  
Sent By mamini Date 2003-04-15 Time 08:13 Rev Time 0.50
Received By mamini Date 2003-04-15 Time 08:13 Sent To  
Notes
2003-04-15 00:00:00PASSED:
 1. SEE PERMIT # 03040786 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-03-17 Cont ID  
Sent By mamini Date 2003-03-17 Time 11:29 Rev Time 1.00
Received By mamini Date 2003-03-17 Time 11:29 Sent To  
Notes
2003-03-17 00:00:00FAILED:
 1. SEE REVIEW COMMENTS, PERMIT# 02100708
 DATED 10-15-02. MUST SUBMIT CIVL/SITE
 PLANS FOR OUR REVIEW AND APPROVAL.
 IF ANY QUESTION PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2003-05-02 Cont ID  
Sent By mcarsill Date 2003-05-02 Time 10:27 Rev Time 0.00
Received By mcarsill Date 2003-05-02 Time 10:26 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2003-03-21 Cont ID  
Sent By mcarsill Date 2003-03-21 Time 13:41 Rev Time 0.00
Received By mcarsill Date 2003-03-21 Time 13:41 Sent To  
Notes
2003-03-21 00:00:001) BUILDING ADDRESS REQUIRED ON PROPER
 ELEVATION.
  
 2) A KNOX-BOX RAPID ENTRY SYSTEM WILL
 BE REQUIRED.
  
 MIKE CARSILLO, ASSISTANT FIRE MARSHAL
 659-8096,EXT.8497
 835-2910
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Notes
2003-10-09 00:00:00TO JW DESK
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Rev No 13 Status N Date 2003-10-03 Cont ID  
Sent By csiegber Date 2003-10-03 Time 10:15 Rev Time 0.00
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Notes
2003-10-03 00:00:00TO HP DESK/SUB PROD APPRVLS
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Notes
2003-10-02 00:00:00TO DP DESK/SUBMITTAL
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Notes
2003-10-02 00:00:00TO KS BOX/SUBMITTAL
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Notes
2003-10-02 00:00:00TO PK BOX/SUBMITTAL
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Notes
2003-10-02 00:00:00TO JW DESK/SUBMITTAL
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Rev No 8 Status N Date 2003-09-09 Cont ID  
Sent By csiegber Date 2003-09-09 Time 10:11 Rev Time 0.00
Received By csiegber Date 2003-09-09 Time 10:11 Sent To B
Notes
2003-09-09 00:00:00TO JW DESK
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Rev No 7 Status N Date 2003-09-03 Cont ID  
Sent By csiegber Date 2003-09-03 Time 10:08 Rev Time 0.00
Received By csiegber Date 2003-09-03 Time 10:08 Sent To B
Notes
2003-09-03 00:00:00TO JW DESK
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Rev No 6 Status N Date 2003-07-07 Cont ID  
Sent By shernand Date 2003-07-07 Time 12:51 Rev Time 0.00
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Notes
2003-07-07 00:00:00JW DESK
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Rev No 5 Status N Date 2003-06-17 Cont ID  
Sent By shernand Date 2003-06-17 Time 14:16 Rev Time 0.00
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Notes
2003-06-17 00:00:00JWITMER DESK
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Rev No 4 Status N Date 2003-06-13 Cont ID  
Sent By sgraham Date 2003-06-16 Time 12:08 Rev Time 0.00
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Notes
***NONE***
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Rev No 3 Status N Date 2003-05-23 Cont ID  
Sent By shernand Date 2003-05-23 Time 16:13 Rev Time 0.00
Received By shernand Date 2003-05-23 Time 16:13 Sent To B
Notes
2003-05-23 00:00:00JW DESK
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Rev No 2 Status N Date 2003-04-18 Cont ID  
Sent By shernand Date 2003-04-18 Time 11:51 Rev Time 0.00
Received By shernand Date 2003-04-18 Time 11:51 Sent To  
Notes
2003-04-18 00:00:00COMM BOARD #56
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-14 Cont ID  
Sent By sthyng Date 2003-03-14 Time 10:28 Rev Time 0.00
Received By sthyng Date 2003-03-14 Time 10:28 Sent To  
Notes
2003-03-14 00:00:00COMM BOARD #16
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-11-03 Cont ID  
Sent By pkrauss Date 2003-11-03 Time 10:40 Rev Time 0.00
Received By pkrauss Date 2003-11-03 Time 10:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-04-25 Cont ID  
Sent By csiegber Date 2003-10-02 Time 11:21 Rev Time 0.50
Received By pkrauss Date 2003-04-25 Time 16:18 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2003-04-03 Cont ID  
Sent By pkrauss Date 2003-04-03 Time 09:36 Rev Time 1.20
Received By pkrauss Date 2003-04-03 Time 09:36 Sent To  
Notes
2003-04-03 00:00:00DENIED: PLANS DATED 3-5-03
  
 1.PLEASE CLARIFY THE ENERGY GAUGE FORM
 4001-2001.FORM INDICATES MAX TONNAGE
 AS 2.THE SIZING SUMMARIES AND PLANS
 SHOW FOUR SPLIT SYSTEMS THAT TOTAL MORE
 THAN 2 TONS.PLEASE CORRELATE.
  
 2.RETURN AIR REQUIRED FROM THE BILLARD
 ROOM & EXERCISE RM.2001 FBC(M) 601.4
  
 3.SEE COMMENT BY K. STEVENS (PLUMBING)
 ON CONDENSATE TERMINATION, 1 FT MINIMUM
 FROM BUILDING STRUCTURE AS PER 2001 FBC
 1503.4.4.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-10-11 Cont ID  
Sent By kstevens Date 2003-10-11 Time 15:27 Rev Time 0.25
Received By kstevens Date 2003-10-11 Time 15:27 Sent To  
Notes
2003-10-11 00:00:00SUBMITTALS OK - 3M FIRESTOP
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-04-26 Cont ID  
Sent By csiegber Date 2003-10-02 Time 11:23 Rev Time 0.33
Received By kstevens Date 2003-04-26 Time 16:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-04-01 Cont ID  
Sent By kstevens Date 2003-04-01 Time 15:36 Rev Time 1.25
Received By kstevens Date 2003-04-01 Time 15:29 Sent To  
Notes
2003-04-01 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 11
  
 1) SHT PM-1 SECTION 1503.4.4 (BLDG CODE)
 CONDENSATE SHALL DRAIN MINIMUM 1' AWAY
 FROM THE STRUCTURE SIDEWALL.
 2) SHTS PM-1/PM-2 FLOOR DRAIN NOT AN
 APPROVED INDIRECT WASTE. FLOOR SINK IS
 REQUIRED FOR INDIRECT WASTE FROM THE ICE
 MACHINE. SECTION 802.3
 3) SHTS PM-1/PM-2 THE RELIEF VALVE DIS-
 CHARGE PIPING SHALL NOT HAVE ANY TRAPPED
 SECTIONS. SECTION 504.7.1
 4) SHT PM-2 WATER HEATER DETAIL, THERMAL
 EXPANSION CONTROL IS REQUIRED. SECTION
 607.3.2 (EXPANSION TANK REQUIRED)
 5) SHT PM-2 WATER HEATER DETAIL, EMER-
 GENCY PAN NOT SHOWN.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2003-06-16 Cont ID  
Sent By shernand Date 2003-06-13 Time 08:54 Rev Time 0.00
Received By sgraham Date   Time   Sent To I
Notes
***NONE***


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