Plan Review Details - Permit 02060667
Plan Review Stops For Permit 02060667
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-04-24 Cont ID  
Sent By jwitmer Date 2003-04-24 Time 07:58 Rev Time 1.25
Received By jwitmer Date 2003-04-24 Time 07:43 Sent To  
Notes
2003-04-24 00:00:00 
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02060667
 ADDRESS: 509 FLAMINGO DRIVE
 CONT: WELLINGTON REMODELING INC
 TELL # (561)798-3330
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
  
 JIM WITMER
 BUILDING PLAN REVIEW
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2003-02-19 Cont ID  
Sent By jwitmer Date 2003-02-19 Time 07:45 Rev Time 0.00
Received By jwitmer Date 2003-02-19 Time 08:42 Sent To  
Notes
2003-02-19 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02060667
 ADD: 509 FLAMINGO DR
 CONT: WELLINGTON REMODELING INC
 TEL: (561)798-3330
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) COMMENT (9) FROM PREVIOUS REVIEW:
 STORM SHUTTERS ARE TO BE PROVIDED BY
 OWNER. ARRE THEY TO BE PROVIDED UNDER
 THIS PERMIT, NO INFORMATION HAS BEEN
 SUBMITTED. THE PRODUCT TESTING REPORT
 WILL HAVE TO INDICATE A STAND OFF OF THE
 MINIMUM DEFLECTION DISTANCE SINCE NO
 WINDOW BUCK DETAIL IS GIVEN.
 A KEY PLAN FOR SHUTTER INSTALATION
 & A COMPLETE ANCHOR SCHEDULE SHALL BE RE
 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.
  
 2) COMMENTS 9-13 DEALING WITH PRODUCT
 TESTING REPORTS, NO REPORTS WERE SUBMIT-
 TED FOR THE FOLLOWING:
 A) WINDOWS
 B) EXTERIOR DOORS SINGLE, AND FRENCH
 C) MULLIONS
 D) ROOFING ASSEMBLIES
 E) SWING GARAGE DOORS
 F) STORM SHUTTERS
 EVEN IF THE OWNER ELECTS TO SHUTTER THE
 GLAZED OPENINGS, CODE STILL REQUIRES
 TESTING FOR WIND! THE PRODUCT TESTING RE
 PORTS REFLECT THIS.WE ACCEPT SBCCI OR
 DADE COUNTY . REPORTS OTHER THAN THESE
 HAVE TO BE SITE SPECIFIC & ON W.P.B.
 FORMS MEETING SITE SPECIFIC REQUIREMENTS
  
 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.
  
 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.
  
 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.
  
 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS. IF THE DESIGNER ISN'T
 GOING TO HAVE WINDOW BUCKS, PRODUCT TEST
 ING REPORTS FOR WINDOWS WILL HAVE TO
 INDICATE A FLANGED FASTENING SYSTEM. THE
 OTHER ISSUE WILL BE THE MINIMUM DISTANCE
 STORM SHUTTERS WILL HAVE TO STAND OFF
 FOR DEFLECTION, USALLY 2 1/2" TO 3".
  
 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 2002-11-13 Cont ID  
Sent By dpalmer Date 2003-02-12 Time 11:44 Rev Time 3.50
Received By jwitmer Date 2002-11-13 Time 10:28 Sent To  
Notes
2002-11-13 00:00:00 
  
 ****2ND REVIEW****
 BUILDING PLAN REVIEW
 PERMIT: 02060667
 ADD: 509 FLAMINGO DR
 CONT: WELLINGTON REMODELING INC
 TEL: (561)798-3330
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 THIS REVIEW SHALL BE COMPLETED UNDR THE
 SECTION 3401.5.4(2) ADDITIONS TO HISTOR-
 ICAL BUILDINGS.
  
 1) THE NEW OPEN STAIRWAY ON THE WEST
 ELEVATION IS CONSIDERED (NEW WORK), NOT
 COVERED BY THE HISTORICAL REVIEW BOARD!
 1006.2.2 PORCHES, GALLERIES, BALCONIES,
 AND EXTERIOR STAIRWAYS SHALL BE LOCATED
 AT LEAST 10' FROM ADJACENT PROPERTY
 LINES AND FROM OTHER BUILDINGS ON THE
 SAME LOT.
 HISTORICS INDICATED THAT THIS IS
 NEW WORK, WHICH REQUIRES THE OPEN STAIR-
 WELL TO BE A MINIMUM OF 10' FROM THE
 PROPERTY LINE!!!!
  
 2) SHEET A.3 THE GARAGE INDICATES A NEW
 SIDE EGRESS DOOR LOCATED ON THE EAST
 SIDE OF THE BUILDING, 2.9' FROM THE PROP
 ERTY LINE. TABLE 600 EXTERIOR BEARING &
 NONBEARING WALLS UNDER 3' FROM THE
 PROPERTY LINE SHALL HAVE NO OPENINGS, IF
 THEY ARE EXISTING THEY ARE GRANDFATHERED
 IN, NO NEW OPENINGS.
  
 3)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 HISTORICS INDICATED THAT THE ONLY SECTIO
 NS THAT ARE OF VALUE IS THE EXISTING
 EXTERIOR STUCCO, HOW SHALL THE EXTERIOR
 FRAME WALLS BE DEMOLISHED AND STILL
 MAITAIN THE STUCCO? HOW WILL THIS BE SHO
 RED? HOW WILL THE STUCCO BE TIED TO THE
 NEW FRAME WALL?
  
 4)2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 5) 704.3 TENANT FIRE SEPERATION,INDICATE
 THE UL LISTING FOR FIRE SEPERATION FOR
 ALL TENANT WALL AND FLOORCEILING ASSEMBL
 IES?
  
 6)705.7.1 JOINTS INSTALLED IN OR BE-
 TWEEN FIRE RESISTANT WALLS, FIRE RESIS-
 TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES
 AND FIRE RESISTANT ROOFS OR ROOF/ CEIL-
 ING ASSEMBLIES SHALL BE PROTECTED BY AN
 APPROVED FIRE RESISTANT JOINT SYSTEM
 DESIGNED TO RESIST THE PASSAGE OF FIRE
 FOR A PERIOD NOT LESS THAN THE RE-
 QUIRED FIRE RESISTANCE RATING OF THE
 WALL, FLOOR OR FLOOR IN OR BETWEEN
 WHICH IT IS INSTALLED.
  
 7)1503.3 COPING. PARARET WALLS SHALL
 BE PROPERLY COPED WITH NONCOMBUSTIBLE
 MATERIALS OF A WIDTH NO LESS THAN THE
 THICKNESS OF THE PARAPET WALL. A.5 DE-
 TAILS 5& 6 DO NOT INDICATE THE TYPE
 OF MATERIALS TO BE USED FOR THE COPING?
 NOR TYPE OF ROOFING MATERIALS?
  
 8)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
 MISSING THE INTERNAL PRESSURE
 COEFFICIENT OF 0.18
  
 9)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.
 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.STRUCTURAL PLAN S.3
 NOTE FOR IMACT RESISTANT GLAZING OR
 STORM SHUTTERS.
 PRODUCT TESTING FOR WIND IS STILL
 REQUIRED EVEN IF STORM SHUTTERS SHALL BE
 USED.
 A) GLAZED OPENINGS
 B) EXTERIOR DOORS
 C)MULLIONS
 D) ROOFING ASSEMBLIES
  
 10) 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.
  
 11) 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.
  
 12)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.
 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) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 14)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.
  
 15) ARCH NOR STRUC PLANS INDICATE INTER-
 IOR WALL THICKNESS. TABLE 600 EXTERIOR
 WALLS LESS THAN 5'-0" FROM THE PROPERTY
 LINE SHALL COMPLY WITH 709.6.2.1.4.4.
  
 16)PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
  
 17) NO STAIR INFORMATION, RISE/ RUN SEE
 FBC 1007.3.1
 1012.5 GROUP R-3 LANDING WIDTH SHALL
 BE NO LESS THAN THE DOOR WIDTH IT SERVES
 AND THE DEPTH SHALL BE NO LESS THAN 36"
 THE LANDING MAY BE ONE STEP LOWER THAN
 THE INSIDE FLOOR LEVEL BUT NOT MORE THAN
 7" LOWER.
 1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
 1608.2.3 THE GUARDRAIL SYSTEM SHALL
 BE DESIGNED AND CONSTRUCTED TO RESIST A
 200 LB CONCENTRATED HORIZONTAL LOAD
 APPLIED ON A 1 SQ FT AREA AT ANY POINT
 IN THE SYSTEM INCLUDING INTERMEDIATE
 RAILS OR OTHER ELEMENTS SERVING THIS
 PURPOSE.
 1007.5.2 STAIRWAYS SHALL HAVE HAND-
 RAILS ON EACH SIDE.
  
 8) FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 RESIDENTIAL UNIT# 1 BATHROOM.
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-09-30 Cont ID  
Sent By pkrauss Date 2002-11-12 Time 12:32 Rev Time 5.00
Received By jwitmer Date 2002-09-30 Time 09:56 Sent To  
Notes
2002-09-30 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02060667
 ADD: 509 FLAMINGO DR
 CONT: WELLINGTON REMODELING INC
 TEL: (561)798-3330
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PLANS ARE OF A CONCEPTIAL DESIGN,
 NOT ENOUGH INFORMATION TO DO A THOROUGH
 REVIEW.
 THIS REVIEW SHALL BE COMPLETED UNDER THE
 SECTION 3401.5.2 HISTORIC BUILDINGS.
 ALSO INCLUDED SHALL BE 3401.5.4.(2)
 ADDITIONS TO HISTORIC BUILDINGS.
  
 2) THE NEW OPEN STAIRWAY ON THE WEST
 ELEVATION IS CONSIDERED (NEW WORK) NOT
 COVERED BY THE HISTORICS, TO MEET CUR-
 RENT CODES. 1006.2.2 PORCHES, GALLERIES,
 BALCONIES AND STAIRWAYS SHALL BE LOCATED
 AT LEAST 10' FROM ADJACENT PROPERTY
 LINES AND FROM OTHER BUILDINGS ON THE
 SAME LOT, UNLESS OPENINGS IN SUCH
 BUILDINGS ARE PROTECTED BY 3/4 HR FIRE
 RESISTANT DOORS & WINDOWS.
  
 3) 411.2.8 OPENINGS FROM A PARKING GA-
 RAGE DIRECTLY INTO A ROOM USED FOR SLEEP
 ING PURPOSES SHALL NOT BE PERMITTED. SEE
 RESIDENTIAL UNIT # 1.
  
 4) 1007.2(2) STAIRS SHALL HAVE LANDINGS
 AT DOOR OPENINGS, EXCEPTION WHEN THE
 DOOR DOES NOT SWING OUT OVER THE STAIRS.
 BEDROOM UNIT# 1 TO GARAGE.
  
 5) SHEET A-5 INDICATES EXISTING 8"X8"
 EXISTING FOOTING, SHEET A-6 INDICATES
 A NEW FOUNDATION, BUT NO REFENCE AS TO
 WHERE IS GRADE? A SECOND WALL SECTION
 (INTERIOR) INDICATES A VERTICAL FRAMING
 SECTION THAT STOPS ATOP OF A FOUNDATION?
 NO INFO FOR FOUNDATION, NO INFO ON WALL
 SECTION, PT? BOTTOM OR TOP PLATE? STEM
 WALL??????THIS SAME DETAIL DOES NOT
 INDICATE TIE DOWN STRAPPING TO THE
 FOUNDATION. HISTORICS INDICATED THAT THE
 ONLY SECTIONS THAT ARE OF VALUE IS THE
 EXISTING EXTERIOR STUCCO, HOW SHALL THE
 EXTERIOR FRAME WALL BE DEMOLISHED AND
 STILL MAINTAIN THE STUCCO? HOW WILL THIS
 BE SHORED? HOW WILL IT BE TIED BACK TO
 THE NEW BEARING WALL? WHAT SIZE ARE THE
 FLOOR FRAMING MEMBERS?
 DETAILS ALSO MISSING ON THE FIRE
 BLOCKING REQUIRED AT CEILING LEVELS, AS
 WELL AS DRAFT STOPPING EVERY 500 SQ FT
 IN THE SECOND FLOOR ASSEMBLY.
  
 6) 704.3 TENANT FIRE SEPERATION, INDI-
 CATE UL LISTING FIRE SEPERATION FOR WALL
 AND FLOOR CEILING ASSEMBLIES? ALSO SEE
 704.3.2 USABLE CRAWL SPACE!
  
 7) 705.5.1 PENETRATIONS OF FIRE RATED
 WALLS/ 705.6 PENETRATIONS OF HORIZONTAL
 ASSEMBLIES. INDICATE THE UL LISTING.
  
 8)1503.3 COPING. PARARET WALLS SHALL
 BE PROPERLY COPED WITH NONCOMBUSTIBLE
 MATERIALS OF A WIDTH NO LESS THAN THE
 THICKNESS OF THE PARAPET WALL.
  
 9)1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. 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.
  
 10)1511.7 ROOF MOUNTED MECHANICAL UNIT
 S SHALL BE MOUNTED ON CURBS RAISED A
 MINIMUM OF 8 INCHES ABOVE THE ROOF SUR-
 FACE, OR WHERE ROOFING MATERIALS EXTEND
 BENEATH THE UNIT, ON RAISED EQUIPMENT
 SUPPORTS PROVIDING A MINIMUM CLEARENCE
 HEIGTH IN ACCORDANCE WITH TABLE 1511.7.
  
 11) FIGURE 1606 WIND-BORNE DEBRIS
 REGION; INDICATES THAT W.P.B. CITY OF IS
 LOCATED IN THE 140 MPH ZONE. PLANS ARE
 TO INDICATE THIS.
  
 12) FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 13)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. MISSING REPORTS:
 A) GLAZED OPENINGS
 B) EXT. DOORS
 C) ROOFING ASSEMBLIES
  
 14)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.
  
 15)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.
  
 16)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.
  
 17) 1606.4.4 ANCHOR METHODS. PROVIDE
 INFORMATION FOR INSTALLATION OF DOOR
 AND WINDOW BUCKS.
  
 18)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.
  
 19) TABLE 600 LESS THAN 5'-0" FROM
 PROPERTY LINE SEE SECTION 709.6.2.2.
 709.6.2.2 THE FIRE RESISTANCE RATING OF
 A WOOD FRAMED ASSEMBLY IS EQUAL TO THE
 SUM OF THE TIME ASSIGNED TO THE MEMBRANE
 ON THE FIRE EXPOSED SIDE, THE TIME
 ASSIGNED TO THE FRAMING MEMBERS AND THE
 TIME ASIGNED FOR ADDITIONAL CONTRIBUTION
 BY OTHER PROTECTIVE MEASURES SUCH AS
 INSULATION. THE MEMBRANE ON THE
 UNEXPOSED SIDE SHALL NOT BE INCLUDED IN
 DETERMINING THE FIRE RESISTANCE OF THE
 ASSEMBLY.
  
 20)1015.2 HEIGHT. GUARDRAILS SHALL
 FORM A VERTICAL PROTECTIVE BARRIER NOT
 LESS THAN 42" HIGH.
 1015.3 OPENINGS. OPEN GUARDRAILS
 SHALL HAVE INTERMEDIATE RAILS OR ORNA-
 MENTAL PATTERNS SUCH AS A 4" DIAMETER
 SPHERE CAN NOT PASS THROUGH. A BOTTOM
 RAIL OR CURB SHALL BE PROVIDED THAT WILL
 REJECT THE PASSAGE OF 2" DIAMETER
 SPHERE.
  
 21)1608.2.3 THE GUARDRAIL SYSTEM SHALL
 BE DESIGNED AND CONSTRUCTED TO RESIST A
 200 LB CONCENTRATED HORIZONTAL LOAD
 APPLIED ON A 1 SQ FT AREA AT ANY POINT
 IN THE SYSTEM INCLUDING INTERMEDIATE
 RAILS OR OTHER ELEMENTS SERVING THIS
 PURPOSE.
  
 22) 1203.4.2 EVERY TOLIET ROOM SHALL
 HAVE WINDOWS AS SPECIFIED FOR HABITABLE
 ROOMS PROVIDING IN NO CASE LESS THAN 3
 SQ FT OPEN SPACE, OR HAVE APPROVED EQUIV
 ALENT VENTILATION.
  
 23)1204.4 JOINTS. BUILT IN TUBS WITH
 SHOWERS SHALL HAVE WATER-PROOF JOINTS
 BETWEEN THE TUB & WATER RESISTANT WALL.
  
 24)2304.3.4 WOOD JOIST SHALL HAVE 18"
 CLEARENCE FROM THE BOTTOM OF JOIST TO
 EARTH OR ELSE BE PRESSURE TREATED WOOD
  
 25)TABLE 2306.1 PALM BEACH COUNTY
 AMENDMENTS
 ROOF SHEATHING NAILING REQUIREMENTS
  
 ZONE 1 & 28D COMMON
 6" EDGES & 6" INTERMEDIATES
  
 ZONE 38DCOMMON
 4" EDGES & 6" INTERMEDIATES
  
 26)FL BLD CODE 2309.6 ATTIC ACCESS, PRO-
 VIDE ATTIC ACCESS 20"X36".
  
 27)FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 BEHIND TUBS
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-04-21 Cont ID  
Sent By dpalmer Date 2003-04-21 Time 17:02 Rev Time 0.75
Received By dpalmer Date 2003-04-21 Time 17:02 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2003-02-12 Cont ID  
Sent By shernand Date 2003-04-11 Time 09:59 Rev Time 0.50
Received By dpalmer Date 2003-02-12 Time 11:38 Sent To B
Notes
2003-02-12 00:00:00************* UNSAT *************
  
 1)NOTE: PLEASE SEE PREVIOUS NOTES,
 PLEASE SIZE SERVICE ENTRANCE CONDUCTORS
 PER 310-15. MAINS ADD UP TO 385A SERVICE
 ON RESIDENTIAL, OR HAVE A MAIN THAT
 LIMITS SIZE OF SERVICE TO SERVICE ENTRAN
 -CE CONDUCTORS.
 PLEASE ALSO SEE SIZING OF NEUTRAL,SHOWN
 AS #3, PLEASE PROVIDE NEUTRAL LOAD
 CALCULATIONS.
  
 2)NOTE : PLEASE SEE 210-52-C1 FOR
 OUTLET SPACING SERVING KITCHEN COUNTER-
 -SPACE.
  
 3)NOTE: MISSING A COUPLE OF RECEPTS PER
 210-52
  
 4)NOTE: PLEASE SEE 250-66 FOR SIZING OF
 GROUNDING ELECTRODE CONDUCTOR.
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2002-11-19 Cont ID  
Sent By dpalmer Date 2002-11-19 Time 05:49 Rev Time 0.75
Received By dpalmer Date 2002-11-19 Time 05:49 Sent To B
Notes
2002-11-19 00:00:00*************** UNSAT ****************
  
 1)NOTE: PLEASE NOTE, SERVICE ENTRANCE
 NEUTRAL SHOWN AS #3? PLEASE NOTE
 IN ORDER TO HAVE NEUTRAL SIZED MORE-
 THAN TWO SIZES DOWN, PLEASE PROVIDE
 NEUTRAL LOAD CALCULATION.
 220 NEC
  
 2)NOTE: PLEASE NOTE, AIC RATING IS SHOWN
 FOR MAIN AND PANELS ARE SHOWN W/ NOTE
 TO GET INFO FROM FPL. PLEASE NOTE,
 SERIES RATING FOR PANELS NEED TO BE ON
 PLANS. CALL FOR ANY QUESTIONS.
  
 3)NOTE: PLEASE NOTE, CIRCUITS ARE STILL
 BEING SHOWN CROSSING OVER INTO OTHER
 SPACES. (WATER HEATERS). 210-25
  
 4)NOTE: PLEASE NOTE COLD WATER PIPE TO
 BE PART OF GROUNDING ELECTRODE SYSTEM
 250-50.
  
 5)NOTE: PLEASE LIST THE REQ`D BATH
 CIRCUIT(S) PER 210-52D/210-11-C3.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-09-17 Cont ID  
Sent By kstevens Date 2002-11-09 Time 09:07 Rev Time 1.00
Received By dpalmer Date 2002-09-17 Time 06:50 Sent To  
Notes
2002-09-17 00:00:00**************** UNSAT ***************
  
 1)NOTE: PLEASE NOTE THAT ALL APPLIANCE
 BELONGING TO EACH UNIT NEEDS TO BE THOSE
 UNITS. PLEASE NOTE ELECTRICAL MAY NOT
 CROSS OVER TO OTHER AREAS. PLEASE NOTE
 IF WATER HEATERS MAY BE IN COMMON AREA
 IF COMING FROM HOUSE PANEL. PLEASE
 ALSO NOT AHU FOR DOWNSTAIRS UNIT NEEDS
 TO BE IN THAT UNIT.
  
 2)NOTE: PLEASE SEE BLDG REVIEW COMMENTS
 FOR EXITING FROM BEDROOM TO COMMON LAUN-
 -DRY ROOM MAY AFFECT ELEC PLANS.
  
 3)NOTE: PLEASE NOTE ALL MAINS MUST BE
 GROUPED PER 230-72.
  
 4)NOTE: PLEASE CLARIFY SERVICE. PLEASE
 NOTE THAT EACH METER IS SHOWN WITH AN
 INDIVIDUAL RISER, PLEASE NOTE ONLY ONE
 SERVICE IS PERMITTED PER 230-2 UNLESS
 A 2 HR SEPARATION IS IN PLACE BETWEEN
 EACH UNIT. PLEASE CLARIFY.
  
 5)NOTE: PLEASE NOTE MISSING GROUNDING
 ELECTRODE SYSTEM PER 250-50. PLEASE
 ALSO NOTE SYSTEM MUST ALL ONE AT THAT
 STUCTURE. 250-24 ETC.
 SIZE PER 250-66.
  
 6)NOTE: PLEASE NOTE MISSING SERVICE
 ENTRANCE CONDUCTORS PER 215-5.
  
 7)NOTE: PLEASE NOTE NO SIZE/LOAD SHOWN
 FOR KW RAITNG FOR AHU`S ON MECH PLAN.
 SHOWN AS 5KW W OCP EXCEEDING 150%.?
 8)NOTE: PLEASE SHOW COND UNIT LOCATIONS
 AND DISCONNECTS PER 440-11.
 PLEASE ALSO NOTE RECEPT PER 210-63.
  
 9)NOTE: PLEASE CLARIFY IF DRYER IS GAS
 OR ELEC. SHOWN AS 20A? PLEASE ALSO NOTE
 LAUNDRY SHOWN WITH GFI AND EXTERIOR RECP
 -S?
  
 10)NOTE: PLEASE NOTE PANEL #1 SHOWS NO
 WATER HEATER AND YET IS SHOWN ON PLANS?
  
 11)NOTE: PLEASE CLARIFY HOW BATH AND
 LAUNDRY IN COMMON BATH/GARAGE ARE BEING
 FED? WATER HEATER?(IF ANY)
  
 12)NOTE: PLEASE PROVIDE CIRCUITING ON
 PLANS AND CORRELATE WITH SUBMITTED PANEL
 SCHEDULES.
  
 13)NOTE: PLEASE CLARIFY TWO SMALL APPLI-
 -ANCE CIRCUITS ON HOUSE PANEL?
  
 14)NOTE: PLEASE NOTE KITCHEN COUNTER
 OUTLET SPACING PER 210-52-C-1.
  
 15)NOTE: PLEASE NOTE SD`S ARE TO BE A
 MIN OF 3' FROM BATHS AND KITCHENS PER
 NFPA-72 2-5.2.1.6.
  
 16)NOTE: PLEASE NOTE CALCS SHOW TWO
 PANEL #1`S? MISPRINT?
  
 17)NOTE; PLEASE LIST THE REQ`D BATH
 CIRCUIT(S) ON PANEL SCHEDULE PER 210-52D
 AND 210-11-C-3.
  
 18)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 PROTECTED CIRCUITS PER 210-12.
  
 19)NOTE: PLEASE NOTE RISER DIAGRAM SHOWS
 #4`S FEEDING A/C UNITS AND PANEL
 SCHEDULES SHOW #6`S?PLEASE CORRELATE.
  
 20)NOTE: PLEASE ALSO NOTE THAT PER 230-
 -70. NO MORETHAN 8' OF UNPROTECTED
 CONDUCTORS INSIDE BDLG.
  
 21)NOTE: PLEASE NOTE ALL PANELS ARE
 BEING SHOWN W/OUT MAINS? PLEASE SEE
 PREVIOUS COMMENTS ABOUT MAINS BEING
 GROUPED.225-31/230-72
  
 22)NOTE: PLEASE NOTE THAT A WATER HEATER
 IS SHOWN ON PANEL SCHEDULE FOR #4 BUT
 NONE SHOWN ON PLANS? REFER TO NOTE #11.
  
 23)NOTE: PLEASE CLARIFY CIRCUIT BEING
 SHOWN ON PANEL SCHEDULES AS GFCI LIGHT-
 -ING?
  
 24)NOTE: PLEASE NOTE MISSING EQUIPMENT
 GROUNDING CONDUCTORS FOR CONDUITS FEED-
 -ING A/C UNITS. SIZE PER 250-122.
  
 25)NOTE: PLEASE NOTE FIRE SEPARATION OF
 ELECTRICAL IN WALL FROM GARAGE TO BED-
 -ROOM. PLEASE NOTE DEVICES AND EQUIP-
 -MENT MAY ONLY BE INSTALLED IN SAME
 SPACE IF FIRE WRAPPED/INSULATED. ETC.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. PLEASE NOTE THAT THERE ARE MANY
 CHANGES THAT ARE NEEDED ON PLANS AND
 THERE MAY BE OTHER COMMENTS AFTER THESE
 CHANGES. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE IN CONTACTING ME.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
  
 PLEASE NOTE THAT ONLY ONE SET WAS REVIEW
 -ED. PLEASE NOTE A SECOND SET WILL BE
 NEEDED FOR FINAL PERMIT.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-04-11 Cont ID  
Sent By shernand Date 2003-04-11 Time 09:59 Rev Time 0.00
Received By shernand Date 2003-04-11 Time 09:59 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-01-31 Cont ID  
Sent By btrobaug Date 2003-01-31 Time 17:05 Rev Time 0.00
Received By btrobaug Date 2003-01-27 Time 17:05 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-11-04 Cont ID  
Sent By dpalmer Date 2002-11-04 Time 10:38 Rev Time 0.00
Received By dpalmer Date 2002-10-31 Time 10:38 Sent To P
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-11-12 Cont ID  
Sent By kstevens Date 2003-02-01 Time 08:35 Rev Time 0.35
Received By pkrauss Date 2002-11-12 Time 11:54 Sent To B
Notes
2002-11-12 00:00:00PROVISO:
  
 PLEASE PROVIDE SIZE, MATERIAL, &
 TERMINATION OF DRYER EXHAUST DUCT.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-02-01 Cont ID  
Sent By kstevens Date 2003-02-01 Time 08:33 Rev Time 0.50
Received By kstevens Date 2003-02-01 Time 08:32 Sent To M
Notes
2003-02-01 00:00:00PASSED/PROVISO
  
 SHT A.5 GUTTER SHALL BE 6" PER TABLE
 1106.6
  
 SHT P.2 THERMAL EXPANSION CONTROL RE-
 QUIRED FOR W/HEATERS. 607.3.2
Review Stop P PLUMBING
Rev No 2 Status F Date 2002-11-09 Cont ID  
Sent By btrobaug Date 2003-01-31 Time 17:05 Rev Time 1.00
Received By kstevens Date 2002-11-09 Time 09:07 Sent To M
Notes
2002-11-09 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) FROM PREVIOUS REVIEW. SJT A.4 PLEASE
 PROVIDE CALCULATIONS FOR ROOF SIZE AND
 GUTTER AND DOWNSPOUT SIZE.
 2) FROM PREVIOUS REVIEW. THERMAL EXPAN-
 SION CONTROL WILL BE REQUIRED PER SEC.
 607.3 AND 607.3.2.
 3) PLEASE SHOW REQUIRED BACKFLOW ON
 WATER SERVICE.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop P PLUMBING
Rev No 1 Status F Date 2002-09-17 Cont ID  
Sent By dpalmer Date 2002-11-04 Time 10:38 Rev Time 0.00
Received By kstevens Date 2002-09-17 Time 08:48 Sent To  
Notes
2002-09-17 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SHT A.1 IF UNITS ARE NOT INDIVIDUALLY
 METERED A BACKFLOW SHALL BE REQUIRED FOR
 THE WATER SERVICE TO DETACHED ACCESSORY
 BUILDING.
 2) SHT A.4 PLEASE PROVIDE CALCULATIONS
 FOR ROOF SIZE, AND GUTTER AND DOWNSPOUTS
 SIZE.
 3) SHT M.1 PLEASE PROVIDE A SANITARY AND
 A WATER RISER DIAGRAM. SHOW ALL PIPE
 SIZES. SHOW WATER HAMMER ARRESTOS REQUI-
 RED IN SECTION 604.9. LOCATION SHALL BE
 NEAR FIXTURES PER PDI-WH 201 AND MANUF.
 INSTALLATION INSTRUCTIONS.
 4) PLEASE PROVIDE A WATER HEATER DETAIL,
 SHOW DISCHARGE LINE FOR RELIEF VALVE PER
 SECTION 504.7.1, EMERGENCY PAN DRAIN PER
 504.8.1, AND THERMAL EXPANSION CONTROL
 PER 607.3.2
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 2 Status P Date 2003-01-30 Cont ID  
Sent By sgraham Date 2003-01-30 Time 16:24 Rev Time 0.00
Received By sgraham Date   Time   Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2003-01-30 Cont ID  
Sent By sgraham Date 2002-06-20 Time 16:41 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2002-07-08 00:00:00NEED TO GO BACK TO HISTORIC BOARD FOR
 APPROVAL AGAIN


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