Plan Review Details - Permit 03021563
Plan Review Stops For Permit 03021563
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-09-19 Cont ID  
Sent By rmcdouga Date 2003-09-19 Time 14:48 Rev Time 0.15
Received By rmcdouga Date 2003-09-19 Time 14:48 Sent To  
Notes
2003-09-19 00:00:00REVISIONS TO EXTERIOR STEPS AND ADDITION
 OF PLANTER ARE OK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-06-02 Cont ID  
Sent By csiegber Date 2003-09-19 Time 10:41 Rev Time 4.00
Received By rmcdouga Date 2003-05-02 Time 12:29 Sent To  
Notes
2003-05-02 00:00:00BUILDING PROVISO
  
 1) THE STRUCTURE ISLOCATED IN AN A5
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED BEFORE C.O. IS ISSUED.
  
 2) SUBMIT A REVISED SUBSURFACE SOILS
 REPORT OR A SIGNED AND SEALED LETTER
 FROM THE SOIL ENGINEER ADDRESSING THE
 CHANGE IN THE PROJECT DISCRIPTION FROM
 ADDING AN EXISTING STORY TO THE EXIST-
 ING STRUCTURE TO BUILDING A NEW TWO
 STORY RESIDENTIAL STRUCTURE AND GARAGE
 APARTMENT.
  
 3) SUBMIT PRODUCT APPROVALS FOR WOOD
 FRONT DOOR UNDER A SEPARATE PERMIT.
 A SEPARATE PERMIT AND ADDITIONAL FEES
 WILL BE REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-04-25 Cont ID  
Sent By shernand Date 2003-04-30 Time 15:45 Rev Time 6.00
Received By rmcdouga Date 2003-04-25 Time 11:57 Sent To  
Notes
2003-04-25 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE STRUCTURE IS LOCATED IN AN A5
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED.
  
 3) SEPARATE PERMITS WILL BE REQUIRED FOR
 THE POOL. THE SOIL REPORT FOR THE POOL
 AND APPROVAL FROM PLANNING DEPT. SHOULD
 BE SUBMITTED AT THAT TIME.
  
 4) THE SOIL BEARING TEST REPORT STATES
 THAT A SECOND STORY IS BEING ADDED TO AN
 EXISTING STRUCTURE. THE PLANS AND
 APPLICATION FOR PERMIT STATE THAT THE
 EXISTING STRUCTURE IS BEING DEMOLISHED
 (INCLUDING THE FOUNDATION) AND THAT A
 NEW TWO STORY RESIDENCE AND GARAGE/APT
 ARE TO BE BUILT. PLEASE CLARIFY. THE
 SOIL REPORT GIVES THE BEARING CAPACITY
 OF THE SOIL AS 1750 PSF AND THE
 STRUCTURAL PLANS REQUIRE 2500 PSF. THE
 SOIL REPORT ALSO INDICATES POSSIBLE
 SETTLEMENT OF UP TO ONE INCH. HAS THIS
 BEEN CONSIDERED IN THE DESIGN OF THE
 STRUCTURES.
  
 5) PROVIDE A SOIL BEARING TEST FOR THE
 GARAGE/APARTMENT.
  
 6) PROVIDE A CONSTRUCTION DETAIL FOR THE
 ARCHES AT THE B1 BEAMS OF THE BALCONIES.
 INDICATE THE LOCATION AND SIZE OF THE
 STEEL REINFORCING IF THEY ARE POURED
 CONCRETE.
  
 7) STRUCTURAL SHEET 2 SPECIFIES 1/2" X
 5" WEDGE ANCHORS TO FASTEN THE DOUBLE
 2 X 10 LEDGERS TO THE BEAM AT THE
 BALCONIES. PLEASE REVIEW THIS FOR
 ADEQUATE EMBEDMENT DEPTH.
  
 8) STRUCTURAL SHEET 2 ALSO INDICATES
 FLOOR TRUSSES AT THE FOYER WHICH IS OPEN
 TO SECOND FLOOR CEILING. PLEASE CORRECT.
  
 9) INDICATE THE POSITIVE AND NEGATIVE
 WINDLOAD PRESSURES AT THE WINDOW AND
 DOOR OPENINGS OF THE GARAGE/APARTMENT.
  
 10) THE POSITIVE AND NEGATIVE WINDLOAD
 PRESSURES THAT WERE RED LINED ON SHEETS
 A-3.0 AND A-3.1 NEED TO BE INITALED AND
 DATED BY THE DESIGNER OF RECORD.
  
 11) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - WOOD FRONT DOOR
 - 3/4 HOUR FIRE RATED DOOR
 - OVERHEAD GARAGE DOOR
  
 12) THE PRODUCT APPROVALS SUBMITTED FOR
 THE FRENCH DOORS AND THE TOWN AND
 COUNTRY STORM PANELS ARE EXPIRED. PLEASE
 SUBMIT CURRENT APPROVALS.(THE NEW REPORT
 FOR THE STORM PANELS IS #2304.)
  
 13) SUBMIT MANUFACTURER'S SPECS. AND
 LISTING INFORMATION FOR THE PREFAB
 FIREPLACE UNDER SEPARATE PERMIT AS
 INDICATED BY THE ARCHITECT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-25 Cont ID  
Sent By dpalmer Date 2003-04-23 Time 14:10 Rev Time 8.00
Received By rmcdouga Date 2003-03-27 Time 12:21 Sent To  
Notes
2003-03-27 00:00:00DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SUBMIT A SOIL BEARING REPORT FOR THE
 TWO STORY RESIDENCE AND THE GARAGE/APT.
 AS REQUIRED BY FBC 1804.2.2.
  
 4)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR ALL EXTERIOR WINDOW AND
 DOOR OPENINGS.
  
 5) PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS. IMPACT
 PROTECTION OR IMPACT RESISTANT GLAZING
 IS REQUIRED AT ALL EXTERIOR GLAZED
 OPENINGS.
  
 6) SEPARATE PERMITS WITH ADDITIONAL FEES
 WILL BE REQUIRED FOR THE POOL, FENCES,
 ROOFING, ELECTRIC, MECHANICAL, PLUMBING,
 AND DRIVEWAY.
  
 7) INDICATE ON THE PLANS THAT THE WIRE
 MESH IN THE SLAB IS TO BE SUPPORTED ON
 APPROVED MATERIAL AT 3 FEET ON CENTER
 MAXIMUM. SEE FBC 1909.3.
  
 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.
  
 9) THE STRUCTURE IS LOCATED IN AN "A5"
 FLOOD ZONE AN ELEVATION CERTIFICATE WILL
 BE REQUIRED. CITY CODE REQUIRES THE
 LOWEST FLOOR TO BE ELEVATED TO SIX
 INCHES ABOVE THE BASE FLOOD ELEVATION.
 THE LOWEST FLOOR ELEVATION REQUIRED IS A
 MINIMUM OF 7.5 FT. ABOVE BASE FLOOD
 ELEVATION. PLEASE INDICATE THIS ON THE
 PLANS.
  
 10) SUBMIT MANUFACTURER'S SPECIFICATIONS
 AND UL LISTING INFORMATION FOR THE GAS
 FIREPLACE AND FLUE PIPE (IF REQUIRED).
  
 11) SPECIFY THE ROOF SHEATHING FASTENING
 REQUIREMENTS AND ZONES ON THE PLANS.
 SEE CITY AMENDMENTS TO FBC TABLE 2306.1.
 NOTE: MEAN ROOF HEIGHT OF 25 FEET
 REQUIRES 8D RING SHANK NAILS IN ZONE 3.
  
 12) SPECIFY ON THE PLANS THE REQUIRED
 1-1/2" BLOCK RECESS IN THE SLAB AT THE
 EXTERIOR MASONRY WALL. CITY AMENDMENTS
 TO FBC 2111.1.9.
  
 13) THE WALL TYPE ON A-1.0 LISTS 3/4"
 STUCCO AND THE WALL SECTION ON A-4.0
 SPECIFIES 5/8" STUCCO. PLEASE CORRECT.
  
 14) THE WINDOWS AT THE MASTER BATH TUB
 ARE REQUIRED TO BE SAFETY GLASS OR
 IMPACT RESISTANT GLAZING. SEE FBC 2405.2
  
 15) INDICATE THE LOCATIONS OF THE
 DRAFTSTOPPING AT THE FLOOR/CEILING
 ASSEMBLIES FOR THE RESIDENCE AND THE
 GARAGE/APT. FBC 2305.2.2
  
 16) THE WALL TYPES ON A-7 LISTS 3/4"
 STUCCO AND THE WALL SECTION ON A-7 LISTS
 5/8" STUCCO. PLEASE CORRECT.
  
 17) SUBMIT COMPLETE STRUCTURAL PLANS FOR
 THE GARAGE/APARTMENT. INCLUDE FOUNDATION
 WALL REINFORMENT, LINTELS, FLOOR FRAMING
 ROOF FRAMING, ROOF FRAMING, STAIRS,
 BALCONIES, ETC.
  
 18) THE EXTERIOR EXIT STAIRS FOR THE
 GARAGE/APARTMENT DOES NOT COMPLY WITH
 FBC REQUIREMENTS. THE DOOR MUST OPEN TO
 A ROOFED OVER BALCONY, PORCH OR GALLERY
 NOT LESS THAN 4-1/2 FEET WIDE AND MUST
 BE LOCATED AT LEAST 10 FEET FROM
 ADJACENT PROPERTY LINES. THE STAIRS
 SHALL BE SEPARATED FROM THE INTERIOR OF
 THE BUILDING BY WALLS WITH A FIRE
 RESISTANCE RATING OF ONE HOUR WITH FIXED
 OR SELF-CLOSING OPENING PROTECTIVES AS
 REQUIRED FOR ENCLOSED STAIRS. SEE FBC
 1006.2, 1006.2.2, 1006.2.4
  
 19) SPECIFY THE REQUIRED SPACING OF
 INTERMEDIATE AND BOTTOM RAILS FOR THE
 GUARDRAILS AT THE GARAGE/APARTMENT.
  
 20) THE TIE BEAM AT THE COVERED PORCH ON
 THE FOUNDATION PLAN ON SHEET 1 ARE
 LABELED B1 AND THE TIEBEAM SCHEDULE
 LISTS TB-1. PLEASE COORDINATE.
  
 21) THE LOCATIONS OF THE 6X6 POST ON
 STRUCTURAL SHEETS 2 & 3 DO NOT MATCH THE
 ARCHITECTURAL DRAWINGS FOR THE SECOND
 FLOOR COVERED BALCONY.
  
 22) REVIEW THE CONNECTORS FOR THE 6X6
 POSTS AT THE COVERED BALCONY. (HU 212-3
 1810# UPLIFT VALUE AND EPB 66 WITH 1500#
 UPLIFT VALUE) THE UPLIFTS GIVEN FOR THE
 TRUSSES APPEAR TO EXCEED THESE LIMITS.
  
 23) SPECIFY THE CONNECTORS USED TO
 ATTACH THE 3-2X12 HEADERS AT THE COVERED
 BALCONY TO THE MASONRY WALLS OF THE
 STRUCTURE.
  
 24) THE 2 SIMPSON HETAL 20 CONNECTORS
 SPECIFIED ON SHEET 3 HAVE AN UPLIFT
 RATING OF 2035# AND THE UPLIFT REQUIRED
 AT THE HIP GIRDERS IS 2853# AND 2291#.
 PLEASE CORRECT.
  
 25) SPECIFY ALL REQUIRED CONNECTORS AND
 PROVIDE AN ANCHOR SCHEDULE FOR RESIDENCE
 AND GARAGE /APT.
  
 26) PROVIDE STRUCTURAL DETAILS OF WHAT
 APPEARS TO BE A CONCRETE DECK EXTENSION
 (EYEBROW) AT THE COVERED BALCONY ON THE
 SECOND FLOOR. SEE WALL SECTION 1 ON A4.1
  
 27) PROVIDE DETAIL OF WATER PROOFING AT
 BALCONY FLOORS.
  
 28) SPECIFY THE CONNECTIONS OF THE FLOOR
 TRUSSES TO THE DOUBLE 2 X 10 LEDGERS.
 INDICATE THE CONNECTORS AND FASTENERS.
  
 29) PROVIDE DETAILS OF THE CONNECTIONS
 OF THE 2 X 10 FLOOR JOISTS TO THE
 LEDGERS AT THE SECOND FLOOR BALCONIES.
 INDICATE THE CONNECTORS AND FASTENERS
 FOR THE JOIST TO LEDGER CONNECTIONS AND
 THE FASTENERS AND SPACING FOR THE LEDGER
 TO MASONRY OR CONCRETE BEAM CONNECTIONS.
  
 30) SPECIFY THE SIZE OF THE FLOOR JOISTS
 AT THE COVERED BALCONY.
  
 31) INDICATE THE MATERIALS THAT WILL BE
 USED TO CLAD THE EXTERIOR CEILINGS AT
 THE COVERED PORCHES AND BALCONIES.
  
 32) THE SECOND FLOOR FRAMING PLAN SHOWS
 JOISTS CANTILEVERED OVER WOOD BEAMS,
 WHICH IS INCONSISTANT WITH THE
 ARCHITECTURAL PLANS. PLEASE REVISE.
  
 33) SEE ADDITIONAL NOTES ON ONE SET OF
 THE PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop E ELECTRICAL
Rev No 5 Status P Date 2003-07-01 Cont ID  
Sent By btrobaug Date 2003-07-01 Time 14:11 Rev Time 0.50
Received By btrobaug Date 2003-07-01 Time 13:38 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-06-02 Cont ID  
Sent By shernand Date 2003-06-30 Time 16:32 Rev Time 0.50
Received By btrobaug Date 2003-06-02 Time 13:06 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-04-23 Cont ID  
Sent By rmcdouga Date 2003-05-30 Time 16:45 Rev Time 0.50
Received By dpalmer Date 2003-04-23 Time 14:10 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-04-17 Cont ID  
Sent By dpalmer Date 2003-04-17 Time 15:41 Rev Time 1.00
Received By dpalmer Date 2003-04-17 Time 15:41 Sent To  
Notes
2003-04-17 00:00:00*******UNSAT***
  
 SPOKE TO ARCHL, WAITING FOR RETURN CALL
 FROM ENGINEER AND/OR A MEETING ON MONDAY
 TO MAKE CORRECTIONS THAT HAVE BEEN
 GONE OVER ON THE PHONE W/ ARCH.
 PLANS TO ROBERT MC DOUGAL.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-03-12 Cont ID  
Sent By kstevens Date 2003-04-17 Time 07:40 Rev Time 0.75
Received By dpalmer Date 2003-03-12 Time 06:30 Sent To B
Notes
2003-03-12 00:00:00************** UNSAT ************
  
 1)NOTE: PLEASE SEE 210-52C-1 FOR KITCHEN
 COUNTERSPACE RECEPT SPACING.
  
 2)NOTE: PLEASE SEE 210-8/ AND LOCAL
 AMENDMENTS, ALLL RECEPTS W/IN 6' OF ANY
 SINK TO BE GFI/GFI PROTECTED. (UTILITY
 ROOM).
  
 3)NOTE: PLEASE SEE NFPA-72 8-1.4.2
 MISSING SD AT LOWER LEVEL IN THE
 VICINITY OF STAIRWAY LEADING TO FLOOR
 ABOVE AND ON EACH LEVEL THERE AFTER.
 PLEASE ALSO SEE SAME FOR SD`S NOT
 PERMITTED IN KITCHENS AND MUST BE A MIN
 OF 3' FROM KITCHEN/BATHS.
  
 4)NOTE: PLEASE SEE A COUPLE OF RECEPTS
 MISSING PER 210-52
  
 5)NOTE: PLEASE SEE 210-70 FOR EGRESS LT
 PLEASE EITHER PROVIDE AUTOMATIC MEANS
 OF LIGHTING FOR STAIRWAY AT APT, OR
 3-WAY SWITCH AT BOTTOM OF STAIRS.
  
 6)NOTE: PLEASE SEE 225-31 FOR MEANS OF
 DISC AT DETACHED BLDG. PANEL "C" SHOWS
 MLO. MUST BE MCB OR PROVIDE DISC.
  
 7)NOTE: PLEASE SIZE SERVICE ENT CONDUCT-
 ORS PER 310-16/310-15. PLEASE NOTE,EVEN
 W/ FUSES DOWN SIZING SERVICE, STILL SHOW
 -S A 475A TOTAL.PLANS SHOWS 4/0`S WHICH
 UNDER 310-15 ARE ONLY RATED FOR 250A'S
 PLEASE SEE LOAD IS SHOWN AT 282A'S.
 PLEASE SIZE ACCORDING TO 310-16.
  
 8)NOTE: PLEASE LIST ALL REQ`D BATH
 CIRCUIT(S) PER 210-52D/210-11-C3
  
 9)NOTE: PLEASE LIST THE REQ`D ARC FAULT
 CIRCUITS PER 210-12
  
 10)NOTE: PLEASE LIST/SHOW THE REQ`D WASH
 -ER CIRCUIT PER 220-16, 1500VA
  
 11)NOTE: PLEASE SHOW GROUNDING ELECTRODE
 AT MAIN HOUSE TO FOOTER STEEL AS REQ`D
 IN 250-50. SHOWN AT DETACHED BLDG OK.
  
 PLEASE REVIEW AND 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 I INCOMING/PROCESSING
Rev No 11 Status N Date 2003-12-03 Cont ID  
Sent By csiegber Date 2003-12-03 Time 11:16 Rev Time 0.00
Received By csiegber Date 2003-12-03 Time 11:16 Sent To ENG
Notes
2003-12-03 00:00:00TO ENG - REVISION
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2003-10-10 Cont ID  
Sent By csiegber Date 2003-10-10 Time 12:15 Rev Time 0.00
Received By csiegber Date 2003-10-10 Time 12:15 Sent To P
Notes
2003-10-10 00:00:00TO GAS
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2003-09-19 Cont ID  
Sent By csiegber Date 2003-09-19 Time 10:41 Rev Time 0.00
Received By csiegber Date 2003-09-19 Time 10:41 Sent To B
Notes
2003-09-19 00:00:00TO RM DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2003-07-16 Cont ID  
Sent By shernand Date 2003-07-16 Time 10:43 Rev Time 0.00
Received By shernand Date 2003-07-16 Time 10:43 Sent To B
Notes
2003-07-16 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-06-30 Cont ID  
Sent By shernand Date 2003-06-30 Time 16:32 Rev Time 0.00
Received By shernand Date 2003-06-30 Time 16:32 Sent To B
Notes
2003-06-30 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-06-30 Cont ID  
Sent By shernand Date 2003-06-30 Time 16:32 Rev Time 0.00
Received By shernand Date 2003-06-30 Time 16:32 Sent To E
Notes
2003-06-30 00:00:00BT DESK
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-05-27 Cont ID  
Sent By shernand Date 2003-05-27 Time 15:52 Rev Time 0.00
Received By shernand Date 2003-05-27 Time 15:52 Sent To B
Notes
2003-05-27 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-05-23 Cont ID  
Sent By shernand Date 2003-05-23 Time 09:44 Rev Time 0.00
Received By shernand Date 2003-05-23 Time 09:44 Sent To P
Notes
2003-05-23 00:00:00KSTEVENS
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-04-30 Cont ID  
Sent By shernand Date 2003-04-30 Time 15:45 Rev Time 0.00
Received By shernand Date 2003-04-30 Time 15:45 Sent To B
Notes
2003-04-30 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-04-14 Cont ID  
Sent By shernand Date 2003-04-14 Time 14:39 Rev Time 0.00
Received By shernand Date 2003-04-14 Time 14:39 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-02-21 Cont ID  
Sent By dpalmer Date 2003-02-21 Time 10:28 Rev Time 0.00
Received By dpalmer Date 2003-02-21 Time 10:28 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2003-03-11 Cont ID  
Sent By jleech Date 2003-03-10 Time 19:29 Rev Time 0.25
Received By hmoser Date 2003-03-11 Time 18:02 Sent To E
Notes
2003-03-11 00:00:00NO MECHANICAL PLANS
 H.M. 3/11/03
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-05-30 Cont ID  
Sent By csiegber Date 2003-10-10 Time 12:15 Rev Time 1.00
Received By kstevens Date 2003-05-30 Time 12:01 Sent To B
Notes
2003-05-30 00:00:00REVISION OK - REMOVED SHOWER 1ST FLOOR
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-04-17 Cont ID  
Sent By shernand Date 2003-05-23 Time 09:44 Rev Time 1.00
Received By kstevens Date 2003-04-17 Time 07:38 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-03-10 Cont ID  
Sent By shernand Date 2003-04-14 Time 14:40 Rev Time 0.50
Received By jleech Date 2003-03-10 Time 19:28 Sent To M
Notes
2003-03-10 00:00:00DENIED;
 GARAGE APARTMENT SANITARY RISER
 DIAGRAM;
 1.KITCHEN WASTE REQUIRES A MECHANICAL
 VENT.
 2.DISHWASHER TO DISCHARGE INTO KITCHEN
 WASTE.
 3.ONLY BATHROOM FIXTURES PERMITED ON
 BATHROOM WET VENT. SEE SEC.909.1.
 MAIN HOUSE SANITARY RISER DIAGRAM
 1.2ND FLOOR WASTE STACK CANNOT DUMP
 INTO THE WET VENT FOR THE 1ST FLOOR
 BATHROOM.
 2.1ST FLOOR VENT THRU WALL SHALL COMPLY
 WITH 904.6. PLEASE ADD TO NOTES.
 3.SIZE 1ST FLOOR VENTS.
  
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT.8369
Review Stop R ROOF PLAN REVIEW
Rev No 5 Status P Date 2003-07-16 Cont ID  
Sent By rmcdouga Date 2003-07-16 Time 15:00 Rev Time 2.00
Received By rmcdouga Date 2003-07-16 Time 15:00 Sent To  
Notes
2003-07-16 00:00:00REVISION TO ADD FIREPLACE AND CHIMNEY,
 EXTERIOR STAIR AND MOVE INTERIOR WALLS
 HAS BEEN REVIEWED FOR CODE COMPLIANCE.
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2003-07-16 Cont ID  
Sent By rmcdouga Date 2003-07-16 Time 14:48 Rev Time 2.00
Received By rmcdouga Date 2003-07-16 Time 14:48 Sent To  
Notes
2003-07-16 00:00:00TRUSS LAYOUT AND DRAWINGS OK.
 REVISED ROOF FRAMING PLAN OK.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2003-07-02 Cont ID  
Sent By rmcdouga Date 2003-07-02 Time 15:13 Rev Time 2.00
Received By rmcdouga Date 2003-07-02 Time 15:13 Sent To  
Notes
2003-07-02 00:00:00REVISION DENIED
  
 1) INDICATE THE EXTERIOR FINISH FOR THE
 CHIMNEY. (WOOD SIDING, LATH AND STUCCO,
 ETC.)
  
 2) SPECIFY THE MOISTURE PROTECTION AS
 REQUIRED BY FBC 2303.3.
  
 3) PROVIDE MANUFACTURER'S SPECIFICATIONS
 AND LISTING INFORMATION FOR THE
 FIREPLACE AND FLUE PIPE.
  
 4) THE STRUCTURAL DRAWINGS FOR THE
 CHIMNEY DO NOT INCLUDE THE CHIMNEY CAP
 ARCH THAT IS SHOWN ON THE ARCHITECTURAL
 DRAWINGS. PLEASE INDICATE THE MATERIALS,
 ATTACHMENT METHOD, ANCHORS, FINISH, USED
 TO CONSTRUCT THIS COMPONENT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2003-07-01 Cont ID  
Sent By rmcdouga Date 2003-07-01 Time 12:42 Rev Time 2.00
Received By rmcdouga Date 2003-07-01 Time 12:42 Sent To  
Notes
2003-07-01 00:00:00TRUSSES
  
 1) THE TRUSS LAYOUTS AND DRAWINGS ARE
 REQUIRED TO BE REVIEWED BY THE ENGINEER
 OF RECORD FOR THE STRUCTURE. THEY
 SHOULD BE STAMPED AND SIGNED BY THE
 ENGINEER OF RECORD AS HAVING BEEN
 REVIEWED AND APPROVED.
  
 2) DUE TO DISCREPANCIES BETWEEN THE
 TRUSS LAYOUT AND THE ROOF FRAMING PLAN,
 A REVISED ROOF FRAMING PLAN IS REQUIRED
 TO BE SUBMITTED.
  
 3) SEVERAL OF THE TRUSSES HAVE UPLIFT
 VALUES WHICH EXCEED THE VALUES GIVEN ON
 THE ROOF FRAMING PLAN. TRUSSES A1G, A4,
 A5, B1G, B4G, B2, B3, G3G, G2, G1 HAVE
 HIGHER UPLIFT VALUES.
  
 4) TRUSSES A14 AND A15G HAVE CENTER
 BEARING POINTS WITH UPLIFTS THAT REQUIRE
 ANCHORS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2003-05-30 Cont ID  
Sent By rmcdouga Date 2003-05-30 Time 16:44 Rev Time 3.00
Received By rmcdouga Date   Time   Sent To E
Notes
2003-05-30 00:00:00REVISION OK 5-30-03
Review Stop Z ZONING
Rev No 1 Status P Date 2003-02-25 Cont ID  
Sent By dpalmer Date 2003-02-21 Time 10:28 Rev Time 0.00
Received By sgraham Date   Time   Sent To P
Notes
***NONE***


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