Plan Review Details - Permit 09070070
Plan Review Stops For Permit 09070070
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2009-09-10 Cont ID  
Sent By jwitmer Date 2009-09-10 Time 14:20 Rev Time 0.50
Received By jwitmer Date 2009-09-10 Time 14:20 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-09-10 Cont ID  
Sent By jwitmer Date 2009-09-10 Time 14:20 Rev Time 0.00
Received By jwitmer Date 2009-09-10 Time 13:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-08-03 Cont ID  
Sent By jwitmer Date 2009-08-03 Time 08:30 Rev Time 3.30
Received By jwitmer Date 2009-08-03 Time 08:30 Sent To  
Notes
2009-08-03 10:41:08BUILDING PLAN REVIEW
 PERMIT: 09070070
 ADD: 517 DIVISION AVE
 CONT: O/B MORRISON, JACQUELINE E
 TEL: (561)833-3178
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
 NOTE FIRE DAMAGE
  
 1) PLEASE CORRECT ADDRESS ON THE APPLICATION AND PLANS
 TO THE 517 DIVISION AVE LISTED WITH CITY OF WPB AND THE
 COUNTY PROPERETY APPRAISER'S OFFICE. 106.1.2
 ADDIUTIONAL INFORMATION REQUIRED, THERE APPEARS TO BE A
 DISCREPANCY.
  
 2) PLANS INDICATE FIRE DAMAGE TO THE HAND FRAMED
 CEILING JOIST AND RAFTERS,EXST FL BLDG CODE 807.5.1
 EVALUATION AND ANALYSIS. AN ENGINEERING EVALUATION AND
 ANALYSIS THAT ESTABLISHES THE STRUCTURAL ADEQUACY OF
 THE ALTERED STRUCTURE SHALL BE PREPARED BY A REGISTERED
 ARCHITECT OR ENGINEER AND SUBMITTED TO THE BUILDING
 CODE OFFICIAL.
  
 EXST FL BLDG CODE 807.5.2 SUBSTANTIAL STRUCTURAL
 ALTERATION. WHERE MORE THAN 30 PERCENT OF THE TOTAL SUM
 OF FLOOR AND ROOF AREAS OF THE BUILDING OR STRUCTURE
 HAS BEEN OR IS PROPOSED TO BE INVOLVED IN STRUCTURAL
 ALTERATION WITHIN A 12-MONTH PERIOD, THE EVALUATION AND
 ANALYSIS SHALL DEMONSTRATE THAT THE ALTERED BUILDING OR
 STRUCTURE COMPLIES WITH THE FLORIDA BUILDING CODE,
 BUILDING FOR WIND LOADING.
  
 FBC 1808.2.8.5 UPLIFT CAPACITY. WHERE REQUIRED BY THE
 DESIGN, THE UPLIFT CAPACITY OF A SINGLE PIER OR PILE
 SHALL BE DETERMINED BY AN APPROVED METHOD OF ANALYSIS
 BASED ON A MINIMUM FACTOR OF SAFETY OF THREE OR BY LOAD
 TESTS CONDUCTED IN ACCORDANCE WITH ASTM D 3689. THE
 MAXIMUM ALLOWABLE UPLIFT LOAD SHALL NOT EXCEED THE
 ULTIMATE LOAD CAPACITY AS DETERMINED IN SECTION
 1808.2.8.3 DIVIDED BY A FACTOR OF SAFETY OF TWO.
  
 FBC 2308.10.1 WIND UPLIFT. ROOF ASSEMBLIES SHALL HAVE
 RAFTER AND TRUSS TIES TO THE WALL BELOW. RESULTANT
 UPLIFT LOADS SHALL BE TRANSFERRED TO THE FOUNDATION
 USING A CONTINUOUS LOAD PATH.
  
 FBC 2308.2.1 BASIC WIND SPEED GREATER THAN 100 MPH
 (3-SECOND GUST). WHERE THE BASIC WIND SPEED EXCEEDS 100
 MPH (3-SECOND GUST), THE PROVISIONS OF EITHER THE AF&PA
 WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY
 DWELLINGS (WFCM) OR THE IBHS GUIDELINE FOR HURRICANE
 RESISTANT RESIDENTIAL CONSTRUCTION, ARE PERMITTED TO BE
 USED.
  
 3) THE PLANS DO NOT INDICATE IF THERE IS A BEARING WALL
 THAT RUNS DOWN THE CENTRAL PORTON OF THE HOUSE, OR SIZE
 OF THE CEILING JOIST AND RAFTERS,PROVIDE SPANS SPACING
 PLEASE INDICATE SIZE OF THE FRAMING MEMBERS, SPECEIS OF
 WOOD.
  
 2308.10.3 RAFTER SPANS. ALLOWABLE SPANS FOR RAFTERS
 SHALL BE IN ACCORDANCE WITH TABLE 2308.10.3(1),
 2308.10.3(2), 2308.10.3(3), 2308.10.3(4), 2308.10.3(5)
 OR 2308.10.3(6). FOR OTHER GRADES AND SPECIES, REFER TO
 THE AF&PA SPAN TABLES FOR JOISTS AND RAFTERS.
  
 TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER
 SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT,
 CEILING NOT ATTACHED TO RAFTERS, L/D = 180). RESERVED.
  
 TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER
 SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT.
 CEILING NOT ATTACHED TO RAFTERS, L/D = 180). RESERVED.
  
 TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER
 SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT,
 CEILING ATTACHED TO RAFTERS, L/D = 240). RESERVED.
  
 TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER
 SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT.
 CEILING ATTACHED TO RAFTERS, L/D = 240). RESERVED.
  
 4) PLEASE INDICATE COMPLIANCE WITH GABLE END WALL
 FRAMING: 2318.1.8.2 EXTERIOR STUD WALLS OF TWO-STORY
 BUILDINGS SHALL BE BALLOON-FRAMED WITH STUDS CONTINUOUS
 FROM FOUNDATION TO SECOND FLOOR CEILING AND WITH SECOND
 FLOOR JOISTS SUPPORTED AS INDICATED IN SECTION
 2319.3.3. GABLE END WALLS IN WOOD FRAME BUILDINGS SHALL
 BE BALLOON FRAMED WITH STUDS CONTINUOUS FROM FOUNDATION
 TO ROOF.
  
 EXCEPTION: PLATFORM FRAMING IS ALLOWED IN BUILDINGS
 OVER ONE STORY IN HEIGHT PROVIDED AN ADDITIONAL
 MANDATORY INSPECTION FOR FLOOR LEVEL CONNECTORS IS MADE
 BEFORE THE FRAMING/FIRESTOPPING INSPECTION. GABLE END
 WALLS SHALL BE BALLOON FRAMED WITH STUDS CONTINUOUS
 FROM TOP FLOOR TO ROOF.
  
 PLEASE ALSO THE PRESCRIPTIVE METHODS LISTED ABOVE ARE
 ALSO CODE COMPLIANT ALTERNATIVES (AF&PA WOOD FRAME
 CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS
 (WFCM) OR THE IBHS GUIDELINE FOR HURRICANE RESISTANT
 RESIDENTIAL CONSTRUCTION), ARE PERMITTED TO BE USED.
  
 5) FL EXST BLDG CODE 606.4 REPLACEMENT OF WINDOWS AND
 DOORS. THE REPLACEMENT OF GARAGE DOORS, EXTERIOR DOORS,
 SKYLIGHTS, OPERATIVE AND INOPERATIVE WINDOWS SHALL BE
 DESIGNED AND CONSTRUCTED TO COMPLY WITH CHAPTER 16 OF
 THE FLORIDA BUILDING CODE, BUILDING .
  
 THE PRODUCT APPROVALS SUBMITTED FOR GLAZED OPENINGS
 INDICATE NONE IMPACT FOR WINDOWS AND EXTERIOR DOORS
 LARGE MISSILE IMPACT. 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. IF LARGE MISSILE GLAZING UNITS
 ARE NOT TO BEINSTALLED THEN TESTED STORM SHUTTERS WILL
 NEED TO BE ALSO INSTALLED.
  
 5A) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 5A)(1) STORM SHUTTERS
 5A((2) MULLIONS
 5A)(3) FOOR SHINGLES, EXCEPTION TO THE REPLACEMENT OF
 WHOLE ROOF. FL EXST BLDG CODE 611.1.1 NOT MORE THAN 25
 PERCENT OF THE TOTAL ROOF AREA OR ROOF SECTION OF ANY
 EXISTING BUILDING OR STRUCTURE SHALL BE REPAIRED,
 REPLACED OR RECOVERED IN ANY 12 MONTH PERIOD UNLESS THE
 ENTIRE ROOFING SYSTEM OR ROOF SECTION CONFORMS TO
 REQUIREMENTS OF THIS CODE.
  
 5B) MULLIONS: 1714.5.5.2 LOAD TRANSFER. MULLIONS SHALL
 BE DESIGNED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO THE ROUGH
 OPENING SUBSTRATE.
  
 1714.5.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF
 ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
 SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE
 ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL
 BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
 DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
 SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 5C) ROOF SHINGLES: ALSO PROVIDE THE REQUIREDREPORTS FOR
 RIDGE VENTING: 1203.2 ATTIC SPACES. ENCLOSED ATTICS AND
 ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE
 APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING
 MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE
 SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE
 ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL
 BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF
 AIR. A MINIMUM OF 1 INCH (25 MM) OF AIRSPACE SHALL BE
 PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING.
 THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN
 1/150 OF THE AREA OF THE SPACE VENTILATED, WITH 50
 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY
 VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE
 TO BE VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
  
 5D) STORM SHUTTERS: PROVIDE STORM PANEL INFORMATION
 WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.4.
  
 FL BLD CODE 2004 SECTION 106.3.3, 1609.1.4, 1714.5.1 &
 EXIST BUILD CODE 507.3. 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 PRESSURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION TO FACILITATE
 PLAN REVIEW AND PERMIT ISSUANCE. SAMPLE ATTACHED.
  
 6) PLANS WILL NEED TO INDICATE COMPLIANCE WITH: 1209.2
 ATTIC SPACES. AN OPENING NOT LESS THAN 20 INCHES BY 30
 INCHES (559 MM BY 762 MM) SHALL BE PROVIDED TO ANY
 ATTIC AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES (762
 MM). A 30-INCH (762 MM) MINIMUM CLEAR HEADROOM IN THE
 ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS
 OPENING.
  
  
  
 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.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-07-09 Cont ID  
Sent By kconrad Date 2009-07-09 Time 08:40 Rev Time 0.00
Received By kconrad Date 2009-07-09 Time 08:40 Sent To I
Notes
2009-07-09 08:49:31A PREINSPECT WAS PERFORMED BY CJ AND DENIED. THE
 FOLLOWING WAS NOTED:
  
 1) THE SCOPE OF WORK IS A LEVEL 3 ALTERATION.
  
 2) THE PROJECT VALUATION IS $25,000.00. THE ACTUAL
 VALUATION FOR THIS LEVEL OF ALTERATION SHOULD BE
 APPROXIMATELY $60,000.00.
  
 3) THE STRUCTURAL FRAMING SHOULD BE RE-EVALUATED BY THE
 AOR AND THE SCOPE OF WORK REVISED TO REFLECT THE SAME.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-09-10 Cont ID  
Sent By jwitmer Date 2009-09-10 Time 14:20 Rev Time 0.50
Received By jwitmer Date 2009-09-10 Time 14:20 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-08-12 Cont ID  
Sent By btrobaug Date 2009-08-12 Time 11:25 Rev Time 0.00
Received By btrobaug Date 2009-08-12 Time 11:13 Sent To I
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 2 Status P Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2009-07-14 09:55:40OK PER J PAPA TO ACCEPT 2ND RESUB NO HIST FEE.
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2009-07-06 Cont ID  
Sent By swurafti Date 2009-07-06 Time 09:18 Rev Time 0.00
Received By swurafti Date 2009-07-06 Time 09:18 Sent To  
Notes
2009-07-06 09:18:37HISTORIC APPROVED BY JPAPA
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-09-02 Cont ID  
Sent By kstevens Date 2009-09-02 Time 10:23 Rev Time 0.00
Received By kstevens Date 2009-09-02 Time 10:23 Sent To  
Notes
2009-09-02 10:30:59SENT TO R-4 - PLANS FROM PREVIOUS REVIEW & APPLICATION
 WITH RESUBMITTAL.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-08-12 Cont ID  
Sent By btrobaug Date 2009-08-12 Time 11:26 Rev Time 0.00
Received By btrobaug Date 2009-07-15 Time 14:14 Sent To  
Notes
2009-08-12 11:27:57TO HOLDING BIN UNDER "O"./WRT.
2009-07-15 14:17:52R7
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2009-08-05 Cont ID  
Sent By jwitmer Date 2009-08-05 Time 09:09 Rev Time 0.00
Received By jwitmer Date 2009-08-05 Time 09:09 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2009-09-10 Cont ID  
Sent By jwitmer Date 2009-09-10 Time 14:21 Rev Time 0.00
Received By jwitmer Date 2009-09-10 Time 14:21 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-08-05 Cont ID  
Sent By jwitmer Date 2009-08-05 Time 09:30 Rev Time 0.75
Received By jwitmer Date 2009-08-05 Time 08:45 Sent To  
Notes
2009-08-05 09:09:14BUILDING PLAN REVIEW
 PERMIT: 09070070
 ADD: 517 DIVISION AVE
 CONT: O/B MORRISON, JACQUELINE E
 TEL: (561)833-3178
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW PLUMBING
 ACTION: DENIED
 NOTE FIRE DAMAGE
  
 1) PLUMBING RISER AS DRAWN IS NOT CODE COMPLIANT:
  
 1A) KITCHEN SINK, IS LOCATED WITH A WINDOW DIRECTLY
 BEHIND THE SINK, THE PLUMBING RISER INDICATES A 2"
 VERTICAL STACK RUNNING THROUGH THE WINDOW, THE SECOND
 ISSUE WITH THIS CONFIGURATION WILL BE THE HORIZONTAL
 WASTE BRANCH LINE CAN NOT COMPLY WITH P2603.2.
  
 P2603.2 DRILLING AND NOTCHING. WOOD-FRAMED STRUCTURAL
 MEMBERS SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY
 MANNER EXCEPT AS PROVIDED IN SECTIONS R502.2.6,
 R602.1.3.1, R602.2.7, R802.2.6 AND R802.2.6.1. HOLES IN
 COLD-FORMED STEEL-FRAMED LOAD-BEARING MEMBERS SHALL
 ONLY BE PERMITTED IN ACCORDANCE WITH SECTIONS R506.2,
 R603.2 AND R804.2. IN ACCORDANCE WITH THE PROVISIONS OF
 SECTIONS R603.3.4 AND R804.3.5 CUTTING AND NOTCHING OF
 FLANGES AND LIPS OF COLD-FORMED STEEL-FRAMED
 LOAD-BEARING MEMBERS SHALL NOT BE PERMITTED.
  
  
 R602.2.7 DRILLING AND NOTCHING???STUDS. DRILLING AND
 NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE
 FOLLOWING:
  
 1.NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING
 PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT
 EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING
 PARTITIONS MAY BE
 NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE
 STUD WIDTH.
  
 2.DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED
 THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN
 60 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS
 NO MORE
 THAN 5/8 INCH (16 MM) TO THE EDGE OF THE STUD, AND THE
 HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR
 NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING
 PARTITIONS DRILLED
 OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE
 DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS
 BORED. SEE FIGURES R602.2.7(1) AND R602.2.7(2).
  
 EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN
 THEY ARE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER???S RECOMMENDATIONS.
  
 R602.2.7.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN
 PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN
 EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,
 NECESSITATING CUTTING, DRILLING OR
 NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF
 ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN
 0.054 INCHES THICK (1.37 MM) (16 GA) AND 11/2 INCHES
 (38 MM) WIDE
 SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE
 OF THE OPENING WITH NOT LESS THAN EIGHT 10D (0.148 INCH
 DIAMETER) NAILS HAVING A MINIMUM LENGTH OF 11/2 INCHES
 (38
 MM) AT EACH SIDE OR EQUIVALENT. SEE FIGURE R602.2.7(1).
  
 EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE
 NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL
 SHEATHING.
  
 1B) BATH CONFIGURATION OF THE BATHROOM RISER DIAGRAM
 HAS A 3" STACK LOCATED IN THE EXTERIOR WOOD FRAME WALL,
 THE SAME ISSUES AS STATED ABOVE IN (1A OCCURS. P2603.2
 DRILLING AND NOTCHING. WOOD-FRAMED STRUCTURAL MEMBERS
 SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY MANNER
 EXCEPT AS PROVIDED IN SECTIONS R502.2.6, R602.1.3.1,
 R602.2.7, R802.2.6 AND R802.2.6.1. HOLES IN COLD-FORMED
 STEEL-FRAMED LOAD-BEARING MEMBERS SHALL ONLY BE
 PERMITTED IN ACCORDANCE WITH SECTIONS R506.2, R603.2
 AND R804.2. IN ACCORDANCE WITH THE PROVISIONS OF
 SECTIONS R603.3.4 AND R804.3.5 CUTTING AND NOTCHING OF
 FLANGES AND LIPS OF COLD-FORMED STEEL-FRAMED
 LOAD-BEARING MEMBERS SHALL NOT BE PERMITTED.
  
  
 R602.2.7 DRILLING AND NOTCHING???STUDS. DRILLING AND
 NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE
 FOLLOWING:
  
 1.NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING
 PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT
 EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING
 PARTITIONS MAY BE
 NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE
 STUD WIDTH.
  
 2.DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED
 THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN
 60 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS
 NO MORE
 THAN 5/8 INCH (16 MM) TO THE EDGE OF THE STUD, AND THE
 HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR
 NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING
 PARTITIONS DRILLED
 OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE
 DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS
 BORED. SEE FIGURES R602.2.7(1) AND R602.2.7(2).
  
 EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN
 THEY ARE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER???S RECOMMENDATIONS.
  
 R602.2.7.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN
 PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN
 EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL,
 NECESSITATING CUTTING, DRILLING OR
 NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF
 ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN
 0.054 INCHES THICK (1.37 MM) (16 GA) AND 11/2 INCHES
 (38 MM) WIDE
 SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE
 OF THE OPENING WITH NOT LESS THAN EIGHT 10D (0.148 INCH
 DIAMETER) NAILS HAVING A MINIMUM LENGTH OF 11/2 INCHES
 (38
 MM) AT EACH SIDE OR EQUIVALENT. SEE FIGURE R602.2.7(1).
  
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
 ONE & TWO FAMILY PLAN REVIEW SFP-100
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 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.
  
Review Stop Z ZONING
Rev No 2 Status P Date 2009-09-10 Cont ID  
Sent By aaponte Date 2009-09-10 Time 09:50 Rev Time 0.00
Received By aaponte Date 2009-09-10 Time 09:50 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2009-07-28 Cont ID  
Sent By aaponte Date 2009-07-28 Time 15:26 Rev Time 0.00
Received By aaponte Date 2009-07-28 Time 15:25 Sent To  
Notes
2009-07-28 15:27:231. PLEASE PROVIDE A SURVEY OF THE PROPERTY.
 2. PLEASE PROVIDE A SITE PLAN INDICATING LOCATION OF
 PARKING AREA AND LANDSCAPE AREAS.


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