Plan Review Details - Permit 06090927
Plan Review Stops For Permit 06090927
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-05-02 Cont ID  
Sent By jgomez Date 2007-05-02 Time 14:19 Rev Time 0.00
Received By jgomez Date 2007-05-02 Time 14:19 Sent To PC
Notes
2007-05-02 15:17:26BUILDING REVIEW SECOND CHECKLIST (PLAN REVIEW ONLY):
  
 1- WHEN APPLYING FOR PERMIT WILL NEED:
 A) RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY
 SEC. 713.13 FLORIDA STATUTE.
  
 ***NOTE:PROVIDECOMPLETE ADDRESS ON TOP OF FORM AND
 LEGAL PAPER NEED TO BE NOTARIZED ALSO.
  
 B) IMPACT FEES PAID. BRING PLANS TO PALM BEACH
 COUNTY. BRING BACK STAMPED PLANS AND COPY OF PAID
 RECEIPT.
  
 C) PAY PERMIT FEES ACCORDINGLY.
  
 2- ENERGY CALCULATIONS:
 A) NEED TO USE REVISED FORM 600A-2004R
  
 B) PROVIDE COMPLETE AND CORRECT INFORMATION ON TOP
 OF FORM. EG: SPECIFY OWNER AND CONTRACTOR.
  
 C) REVISE CEILING TYPES INFORMATION ON ITEM #10.
 WHERE IS THE SINGLE ASSEMBLY LOCATED AT?. SEE PLANS.
 ALSO, REVISE THE UNDERATTIC AREA. SEE PLANS AND SEC.
 13-604.1.A.1 OF 2004 FBC.
  
 D) COMPLETE BOTTOM OF FORM. NEED PREPARER'S NAME AND
 DATE AND OWNER/AGENT NAME AND DATE.
  
 3- SURVEY DOESN'T MATCH SITE PLAN AND FLOOR PLANS.
 REVISE AS REQUIRED.
  
 4- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 FOR:
 A) FIXED WINDOWS. DRAWINGS ARE NOT LEGIBLE.
  
 B) PRECAST LINTELS: WHY DID ARCHITECT APPROVED NOA
 03-0605.04 IF IT DOESN'T APPLY TO THIS JOB. THIS NOA IS
 FOR 4", 6" AND 12" PRECAST LINTELSONLY,WHILE
 LINTELS SPECIFIED ON PLANS ARE 8".
  
 C) ALL SIMPSON AND USP STRUCTURAL CONNECTORS
 SPECIFIEDON PLANS AND DETAILS. ONLY PRODUCT APPROVAL
 FOR SIMPSON HETA 16 AND LTA1 WERE SUBMITTED.
  
 5- ARCHITECT TO REVIEW AND APPROVE IN WRITING (NOT
 SIGNING AND SEALING)ALL PRODUCT APPROVALS AS REQUIRED
 BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 ***NOTE:TO AVOID DENIALS AND UNNECESSARYDELAYS
 PLEASE MAKE SURE ALL PRODUCT APPROVALS ARE STAMPED AND
 ALSO MAKE SURE NAME OF ARCHITECT REVIEWING THE PRODUCT
 APPROVALS IS CLEARLY IDENTIFIED IN THE REVIEW STAMP.
  
 6- ARCHITECT TO PROVIDE THE FIRM'S NUMBER IN THE TITLE
 BLOCK AS REQUIRED BY SEC. 61G1-16.004 OF FLORIDA
 ADMINISTRATIVE CODE.
  
 7- SOIL TEST REPORT:
 A) BOTH COPIES TO HAVE ORIGINAL SEAL, SIGNATURE AND
 DATEAND
  
 B) BOTH COPIES TO HAVE ENGINEERING FIRM CERTIFICATE
 OF AUTHORIZATION NUMBER AS REQUIRED BY SEC.
 61G15-23.002 OF FLORIDAADMINISTRATIVE CODE.
  
 8- GARAGE DOOR STRUCTURAL BUCK DETAIL CALLS FOR POURED
 CONCRETE COLUMNS. PLANS CALL FOR FILLED CELLS. REVISE
 AS REQUIRED. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 9- SHEET A3:
 A) PROVIDE COMPLETE CALCULATIONS SHOWING HOW ALL
 DESIGN PRESSURES WERE CALCULATED. OTHERWISE, REVISE ALL
 DESIGN PRESSURES AS REQUIRED BY REVISED TABLE
 1609.6.2.1(2) OF 2004 FBC.
  
 B) ROOF LOADS DON'T MATCH ROOF LOADS SHOWN ON SHEET
 S-2. REVISE AS REQUIRED.
  
 ***NOTE: ALSO,NEED TO SPECIFY ALL LIVE AND DEAD LOADS
 AS REQUIRED BY SEC. R301 AND TABLE R301.5 OF 2004
 FLORIDA RESIDENTIALCODE.
 ALSO, INFORMATION ON SHEET A-3 AND S-2 NEED TO MATCH.
  
 10- SHEET S-1:
 A) SEE SOIL TEST REPORT AND UPDATE ALL GENERAL NOTES
 AS REQUIRED. SEE TYPE OF SOIL, ETC.
  
 B) UPDATE ALL GENERAL NOTES. SEE 2004 FLORIDA
 RESIDENTIAL CODE AND 2004 FBC FOR CORRECT REFERENCE
 STANDARD AND CORRECT YEAR TO BE REFERENCED AND REVISE
 ALL NOTES AS REQUIRED.
 SEC.106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 C) DROP AND EDGE FOOTING AT GARAGE AREA IS NOT DRAWN
 CORRECTLY.REVISE AS REQUIRED.
  
 11- SHEET S-2:
 A) GABLE END DETAIL. PROVIDE SPECIFIC SPECS FOR TYPE
 OF CONNECTOR TO BE INSTALLED.1" STRAP IS NOT ENOUGH
 INFORMATION TO PROVIDE PRODUCT APPROVAL.
  
 B) REVISE ROOF LOADS TO MATCH SHEET A-3. SEE COMMENT
 9(B) ABOVE.
  
 C) NAILING ZONE PLAN IS MISSING ZONE 3. REVISE AS
 REQUIRED. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 D) PROVIDE COMPLETE SPECIFICATION'S FOR ROOF
 SHEATHING FASTENING. SEE SEC. R803.2.3.1 OF 2004
 FLORIDA RESIDENTIAL CODE FOR MINIMUM FASTENER SIZE,
 TYPE AND SPACING TO BE USED.
  
 E) CONNECTION SCHEDULE:
 * SEE CURRENT SIMPSON AND USP CATALOG AND SPECIFY ALL
 LOADS, NUMBER AND TYPE OF FASTENERS. OTHERWISE, PROVIDE
 COMPLETE ENGINEERING ANALYSIS TO JUSTIFY DIFFERENCE ON
 SPECSTHAT DIFFER FROM THOSE TESTED AND PUBLISHED BY
 THE MANUFACTURER.SEC. 106.1.2 CITY AMENDMENTS TO FBC
 2004.
  
 ** WHERE IS SIMPSON HVS26 TAKEN FROM?. UNABLE TO FIND
 IN SIMPSON CATALOG.
  
 F) SIZE OF SOFFIT VENT DOESN'T MATCH SIZE SHOWN ON
 TYP. WALL SECTION. REVISE AS REQUIRED.
  
 G) SPECIFY TRUSS CONNECTORS AT THE END OF TRUSS
 GIRDERS BY THE ENTRY AREA. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004.
  
 H) SPECIFY TRUSS CONNECTOR FOR TRUSSES THAT ARE
 RESTING ON THE DOUBLE PT LEDGER BY ENTRY AREA. DETAIL
 PROVIDED IS NOT LEGIBLE. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004.
  
  
 12- STORM SHUTTERS:
 A) CLARIFY WHY ARCHITECT APPROVED PRODUCT APPROVAL
 SUBMITTED IF THERE ARE NOT DRAWINGS TO REVIEWTO
 VERIFY APPLICATION.
  
 B) PROVIDE COMPLETE DRAWINGS TO VERIFY COMPLIANCE OF
 PRODUCT PROPOSED INSTALLATION.
  
 C)INSTALLATION SCHEDULE CAN'TBE REVIEWED UNTIL
 DRAWINGS ARE SUBMITTED. BUT,INSTALLATION SCHEDULE
 NEEDS TO BE REVISED ANYWAY. EG: OPENING #2 SHOWS 26
 1/2" X 26" OPENING. THE TOTAL SHUTTER SPAN IS 31" AND
 THE MINIMUM EDGE DISTANCE IS 3 1/2".PROPOSED
 INSTALLATION DOESN'T WORK. CHECK AND REVISE COMPLETE
 INSTALLATION SCHEDULE AS REQUIRED.
  
 13- PROVIDE STRUCTURAL BUCK DETAIL FOR 2X BUCK AS
 REQUIRED BY ENTRY DOOR PRODUCT APPROVAL. SEE SEC.
 R613.6.2 OF 2004 FLORIDA RESIDENTIAL CODE FOR PROPER
 WAY OF INSTALLING BUCK AND PROVIDE DETAIL AS REQUIRED.
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-10-11 Cont ID  
Sent By jgomez Date 2006-10-11 Time 18:10 Rev Time 0.00
Received By jgomez Date 2006-10-11 Time 18:09 Sent To  
Notes
2006-10-11 18:19:43BUILDING REVIEW CHECKLIST (PLAN REVIEW ONLY):
  
 1- WHEN APPLYING FOR PERMIT WILL NEED:
 A) RECORDED NOTICE OF COMMENCEMENT.
 B) IMPACT FEES PAID TO PALM BEACH COUNTY. NEED COPY
 OF PAID RECEIPT AND STAMPED PLANS.
 C) PAY PERMIT FEES ACCORDINGLY.
  
 2- NEED ENERGY CALCULATIONS AS REQUIRED BY CHAPTER 13
 FBC 2004.
  
 3- BOTH COPIES OF SURVEYS NEED TO HAVE ORIGINAL SEAL,
 SIGNATURE AND DATE AS REQUIRED BY CHAPTER 472 FLORIDA
 STATUTES.
  
 4- PROVIDE FLORIDA OR LOCAL PRODUCT APPROVAL AS
 REQUIRED BY DCA RULE 9B-72 FOR:
 A) SINGLE HUNG WINDOWS.
 B) FIXED WINDOWS.
 C) ENTRY DOOR ASSEMBLY AS SHOWN ON PLANS AND
 ELEVATIONS.
 D) GARAGE DOOR.
 E) SLIDING GLASS DOORS.
 F) ALL SIMPSON AND USP CONNECTORS SPECIFIED ON PLANS
 AND DETAILS.
 G) PRECAST LINTELS.
 H) ROOF SHINGLES.
  
 5- ARCHITECT TO REVIEW AND APPROVE IN WRITTING ALL
 PRODUCT APPROVALS AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004. INCLUDING THE STORM SHUTTERS.
  
 6-A) ARCHITECT TO PROVIDE ORIGINAL SIGNATURE IN ALL
 DRAWINGS AS REQUIRED BY CHAPTER 481 FLORIDA STATUTES
 AND CLARIFY WHY THERE ARE DRAWINGS WITH DIFFERENT
 SIGNATURES.
 B) ARCHITECT TO PROVIDE ALL INFORMATION REQUIRED BY
 FAC SEC. 61G1-16.004 IN THE TITLE BLOCK. SEE ATTACHED
 COPY.
  
 7- SURVEY AND ARCHITECT'S PLANS DON'T MATCH. REVISE AS
 REQUIRED.
  
 8- SPECIFY SAFETY GLASS FOR WINDOW NEXT TO ENTRY DOOR
 AND BY THE BATHROOM BATHTUB AS REQUIRED BY SEC. R308.4
 OF 2004 FLORIDA RESIDENTIAL CODE.
  
 9-REVISE SPECIFICATIONS FOR GARAGE DOOR LEADING TO
 THE INSIDE OF THE HOUSE. NEEDTO COMPLY WITH SEC.
 R309.1 2004 FLORIDA RESIDENTIAL CODE.
  
 10- SPECIFY SIZE OF WINDOW FOR MASTER BEDROOM. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 11- PROVIDE SOIL TEST REPORT.
  
 12-REVISE SITE PLAN.PROVIDE DRAINAGE PLAN SHOWING
 HOW IS WATER DIVERTED AWAY FROM THE STRUCTURE AND NO
 LEADING TO NEIGHBORS'S PROPERTY. SEC. R401.3 2004
 FLORIDA RESIDENTIAL CODE.
  
 13- SPECIFY ACTUAL SIZE OF ENTRY DOOR. NEED TO VERIFY
 COMPLIANCE WITH SEC. R311.4.2 2004 FLORIDA RESIDENTIAL
 CODE.
  
 14- PROVIDE GARAGE DOOR STRUCTURAL BUCK DETAIL. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 15- CLARIFY SPECIFICATIONS FOR GABLE END SHEATHING.
 SPECS SHOWN ON ELEVATIONS (SHEET A-3) DON'T MATCH SPECS
 SHOWN ON GABLE END SECTION (SHEET S-2). REVISE AS
 REQUIRED.
  
 16- SHEET A-3:
 A) PROVIDE CALCULATIONS SHOWING HOW THE DESIGN
 PRESSURES WERE DETERMINED. SEC. 106.1.2 CITY AMENDMENTS
 TO FBC 2004.PRESSURES ARE LOWER THAN THOSE SHOWN IN
 ASCE-02 TABLES.
 B) ROOF LOADS DON'T MATCH ROOF LOADS SHOWN ON SHEET
 S-2. REVISE AS REQUIRED.
  
 17-SHEET S-1: UPDATE ALL STRUCTURAL GENERAL NOTES.
 SEE 2004 FLORIDA RESIDENTIAL CODE AND 2004 FLORIDA
 BUILDING CODE FOR CORRECT REFERENCE STANDARDS USED AND
 SPECIFIC EDITIONS.
  
 18- SHEET S-2:
 A) GABLE END SECTION DETAIL:(1) REVISE CONNECTOR
 USP RT24F. NEED TO SPECIFY MASONRY CONNECTOR. SEE
 CATALOGUE FOR PROPER CONNECTORS.
 (2)SPECIFY SILL PLATE FOR 2X6 STUDS AND SPECIFY
 HOW IS IT FASTENED. SEC. 106.1.2 CITY AMENDMENTS TO FBC
 2004.
 B) REVISE ROOF LOADS TO INCLUDE THE ATTIC LOADS AS
 REQUIRED BY TABLE R301.5 2004 FLORIDA RESIDENTIAL
 CODE.
 C) NAILING ZONE PLAN IS MISSING ZONE #3. SEE FIGURE
 R301.1.2(8) 2004 FLORIDA RESIDENTIAL CODE.
 D) NAILING ZONE PLAN DOESN'T PROVIDE ANY SPECS FOR
 SHEATHING FASTENING. SPECIFY.
 E) CLARIFY IF USING TWO BOND BEAMS OR ONE. BEAM
 SCHEDULE CALLS FOR ONE, WHILE TYP. WALL SECTION SHOWS
 TWO.CLARIFY.
 F) CONNECTION SCHEDULE: SEE CURRENT USP AND SIMPSON
 CATALOGUES AND REVISE NUMBER AND SIZE OF NAILS USED.
 OTHERWISE, COMPLETE ENGINEERING ANALYSIS IS REQUIRED
 FOR NAIL SIZE AND NUMBER THAT DIFFER FROM THE ONE
 TESTED AND PUBLISHED BY THE MANUFACTURER.SEC. 106.1.2
 CITY AMENDMENTS TO FBC 2004.
 G) SIZE OF SOFFIT VENTS DOESN'T MATCH SIZE SHOWN ON
 TYP. WALL SECTION. REVISE AS REQUIRED.
 H) SPECIFY TRUSS CONNECTORS AT THE END OF TRUSS
 GIRDERS BY THE ENTRY AREA. SEE COMMENTS ON PLANS.
 I) SPECIFY TRUSS CONNECTORS FOR TRUSSES THAT ARE
 RESTING ON THE DOUBLE PT LEDGER BY ENTRY AREA.
  
 19- TRUSS DRAWINGS WILL BE REQUIRED PRIOR TO
 INSTALLATION AS REQUIRED BY SEC. R802.10. 2004 FLORIDA
 RESIDENTIAL CODE.
  
 20- NEED TO PROVIDE BATHROOM WITH DOOR THAT ALLOWS MIN.
 29" CLEAR OPENING AS REQUIRED BY SEC. R22 2004 FLORIDA
 RESIDENTIAL CODE.
  
 21- IF NOT USING DOOR AND WINDOWS WITH IMPACT GLAZING,
 THEN NEED TO PROVIDE COMPLETE INFORMATION FOR SHUTTERS.
 NEED PRODUCT APPROVAL, KEY PLAN AND A COMPLETE
 INSTALLATION SCHEDULE. SEE ATTACHED SAMPLE OF
 INSTALLATION SCHEDULE.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-04-25 Cont ID  
Sent By btrobaug Date 2007-04-25 Time 13:34 Rev Time 0.00
Received By btrobaug Date 2007-04-25 Time 13:02 Sent To M
Notes
2007-04-25 13:34:29 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED
 FROM THE FIRST MEANS OF DISCONNECT TO THE PANEL PER
 250.118, SIZED PER 250.122.
  
 2} THE GROUNDING ELECTRODE CONDUCTOR MUST COMPLY WITH
 250.66. (#6CU MIN)
  
 3} INDICATE THE SIZE AND NUMBER OF SERVICE CONDUCTORS
 FROM THE METER TO THE DISCONNECT
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-10-06 Cont ID  
Sent By btrobaug Date 2006-10-06 Time 13:11 Rev Time 0.50
Received By btrobaug Date 2006-10-06 Time 12:31 Sent To M
Notes
2006-10-06 00:00:00 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} THE ARCHITECTS SIGNATURE IS A
 PHOTOCOPY. WHEN SUBMITTING FOR
 PERMITTING THE SIGNATURE MUST BE WET PER
 481.221(1)(A)FLORIDA STATUTES.
  
 2} THE DISCONNECTING MEANS MUST COMPLY
 WITH 230.70:
 MEANS SHALL BE PROVIDED TO DISCONNECT
 ALL CONDUCTORS IN A BUILDING OR OTHER
 STRUCTURE FROM THE SERVICE-ENTRANCE
 CONDUCTORS. THE MLO PANEL MUST HAVE A
 MAIN DISCONNECT TO COMPLY.
  
 11.8.3.5 SPECIFIC LOCATION REQUIREMENTS.
  
 (5) SMOKE ALARMS AND SMOKE DETECTORS
 SHALL NOT BE INSTALLED WITHIN A 914-MM
 (36-IN.) HORIZONTAL PATH FROM A DOOR TO
 A KITCHEN OR A BATHROOM CONTAINING A
 SHOWER OR TUB.
  
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
 FAX/:561/805-6676
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-04-20 Cont ID  
Sent By adarroug Date 2007-04-20 Time 14:15 Rev Time 0.00
Received By adarroug Date 2007-04-20 Time 14:15 Sent To E
Notes
2007-04-20 14:15:40TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-04-16 Cont ID  
Sent By adarroug Date 2007-04-16 Time 14:18 Rev Time 0.00
Received By adarroug Date 2007-04-16 Time 14:18 Sent To Z
Notes
2007-04-16 14:18:58TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-10-02 Cont ID  
Sent By adarroug Date 2006-10-02 Time 12:20 Rev Time 0.00
Received By adarroug Date 2006-10-02 Time 12:20 Sent To E
Notes
2006-10-02 00:00:00TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-10-11 Cont ID  
Sent By jgomez Date 2006-10-11 Time 18:59 Rev Time 0.00
Received By jgomez Date 2006-09-27 Time 15:37 Sent To  
Notes
2006-09-27 00:00:00TO "Z" BOX/PLAN REV
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2007-04-26 Cont ID  
Sent By tgordon Date 2007-04-26 Time 07:58 Rev Time 0.25
Received By tgordon Date 2007-04-26 Time 07:58 Sent To P
Notes
2007-04-26 08:06:07**FOR PLAIN REVIEW ONLY NOT FOR PERMIT**
 *** DENIED ***
 1) WHEN SUBMITTING FOR PERMIT ENERGY CALCULATIONS NEED
 TO BE ON FORM 600-04R, SEE 2004 FBC 13-600.3.A REVISION
 12-8-06.
  
 2) WHEN SUBMITTING FOR PERMIT ENERGY CALCULATIONS NEED
 TO BE SIGNED BY PREPARER AND OWNER/AGENT, SEE 2004 FBC
 13-600.3.A REVISION 12-8-06.
  
 3) MECHANICAL PLANS ARE OK AT THIS TIME.
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-10-10 Cont ID  
Sent By btrobaug Date 2006-10-06 Time 15:54 Rev Time 0.30
Received By tgordon Date 2006-10-10 Time 15:38 Sent To B
Notes
2006-10-10 15:48:31*** DENIED ***
 **FOR PLAIN REVIEW ONLY NOT FOR PERMIT**
  
 1) PLEASE SUBMIT ENERGY CALCULATIONS,
 PER 2004 FBC 13-101.2 .
  
 2) ALL RETURN AIR TRANSFER GRILLS ARE TO
 SMALL, SEE NOTE #3, PLEASE CORRECT.
  
 3) BALANCED RETURN AIR.
 THIS MAY BE ACHIEVED BY.
 (A)TRANSFER DUCTS MAY ACHIEVE THIS BY
 INCREASING THE RETURN TRANSFER ONE AND
 ONE HALF TIMES THE CROSS SECTIONAL AREA
 (SQUARE INCHES) OF THE SUPPLY DUCT
 ENTERING THE ROOM OR SPACE IT'S SERVING
 AND THE DOOR HAVING AT LEAST AN
 UNRESTRICTED 1 INCHUNDERCUT TO ACHIEVE
 PROPER RETURN AIR BALANCE.
 (B)TRANSFER GRILLES SHALL USE 50
 SQUARE INCHES (OF GRILLE AREA) TO 100
 CFM (OF SUPPLY AIR) FOR SIZING
 THROUGH-THE-WALL TRANSFER GRILLES AND
 USING AN UNRESTRICTED 1-INCH
 UNDERCUTTING OF DOORS TO ACHIEVE PROPER
 RETURN AIR BALANCE
 (C)HABITABLE ROOMS ONLY SHALL BE
 REQUIRED TO MEET THESE REQUIREMENTS FOR
 PROPER BALANCED RETURN AIR EXCLUDING
 BATHROOMS, CLOSETS, STORAGE ROOMS AND
 LAUNDRY ROOMS, EXCEPT THAT ALL SUPPLY
 AIR INTO THE MASTER SUITE SHALL BE
 INCLUDED. PER 2004 FBC/R M1602.4 .
  
 MECHANICAL PLAN REVIEW BY;
 TOM GORDON (561) 805-6729.
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-05-01 Cont ID  
Sent By jleech Date 2007-05-01 Time 08:57 Rev Time 0.00
Received By jleech Date 2007-05-01 Time 08:57 Sent To B
Notes
2007-05-01 09:03:291. SANITARY RISER DIAGRAM;LAUNDRY TUB IS REQUIRED TO
 BE ABOVE THE AUTOMATIC CLOTHES WASHER AND A CLEAN OUT
 AT 48" AFF. SANITARY RISER FOR W/M TO BE 3" NOT SHOW ON
 DRAWING.
 2. FLAT DRAWING DOES NOT MATCH RISER DIAGRAM.
 ONE SET OF PLANS MARKED IN RED.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-10-10 Cont ID  
Sent By btrobaug Date 2006-10-06 Time 13:15 Rev Time 0.00
Received By jleech Date 2006-10-10 Time 15:06 Sent To  
Notes
2006-10-10 15:18:331.PAGE P-1 PLUMBING NOTE # 6 WATER HAMMER ARRESTORS TO
 BE USED NOT AIR CHAMBERS. REFUR TO FBC-2004 PLUMBING
 SECTION 604.9.
 2.AUTOMATIC CLOTHES WASHER AND LAUNDRY TUB TO DISCHARGE
 DOWN STREAM OF THE BATHROOM GROUP SEC. 909.1.
 3.BRANCH DRAIN FOR AUTOMATIC CLOTHES WASHER TO BE 3"
 SEC.406.3. CLEANOUT TO BE 48" AFF.
 4.LAUNDRY TUB NOT VENTED.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 805-6695
Review Stop Z ZONING
Rev No 2 Status F Date 2007-04-18 Cont ID  
Sent By adavila Date 2007-04-18 Time 18:45 Rev Time 0.00
Received By adavila Date 2007-04-17 Time 17:51 Sent To I
Notes
2007-04-18 18:46:22PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1. SURVEY AND SITE PLAN CONDITIONS DO NOT MATCH.
 A. SURVEY SHOWS THE PROPOSED PATIO ON THE SOUTHWEST
 CORNER OF THE PROPOSED STRUCTURE; HOWEVER, SITE PLAN
 SHOWS IT ON THE SOUTHEAST CORNER.
 B. SURVEY SHOWS THE STRUCTURE TO BE 35 FEET FROM THE
 NORTH PROPERTY LINE; HOWEVER, SITE PLAN SHOWS IT TO BE
 37 FEET FROM THE NORTH PROPERTY LINE.
 C. SURVEY SHOWS SIDEWALK TO BE 25.5 FEET FROM THE NORTH
 PROPERTY LINE; HOWEVER, SITE PLAN SHOWS IT AT 29 FEET
 FROM THE NORTH PROPERTY LINE.
 D. ACCORDING TO THE SURVEY THE PROPOSED PATIO EXTENDS
 FURTHER INTO THE BACK OF THE PROPERTY THAN THE
 STRUCTURE; HOWEVER THE SITE PLAN SHOWS THE PROPOSED
 PATIO AND STRUCTURE TO BE ALONG THE SAME BUILDING
 LINE.
 E. EASEMENT IS NOT SHOWN ON THE SITE PLAN.
  
 2. FLOOR PLAN AND SITE PLAN CONDITIONS DO NOT MATCH.
 A. FLOOR PLAN SHOWS THE PROPOSED TERRACE EXTENDS
 FURTHER INTO THE REAR THAN THE STRUCTURE; HOWEVER THE
 SITE PLAN SHOWS THE PROPOSED PATIO AND STRUCTURE TO BE
 ALONG THE SAME BUILDING LINE.
  
 3. PROVIDE BUILDING HEIGHT DIMENSIONS FROM GRADE TO THE
 MIDPOINT BETWEEN THE RIDGE AND THE EVE OF THE ROOF, AS
 WELL AS TO THE HIGHEST POINT OF THE ROOF.
  
 4. PROVIDE SETBACK DIMENSIONS FROM PROPERTY LINE TO A/C
 UNIT ON BOTH COPIES OF SURVEY AND SITE PLAN.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-09-29 Cont ID  
Sent By mmclean Date 2006-09-29 Time 17:22 Rev Time 0.00
Received By mmclean Date 2006-09-29 Time 17:22 Sent To I
Notes
2006-09-29 00:00:00DENIED,
 1. THE PROPOSED DRIVEWAY HAS EXCEED THE
 ZONING REQUIREMENTS FOR
 CONCRETE/ASPHALT/PAVERS WITHIN THE FIRST
 25FT FRONT SETBACK.
  
 NOTE:MUST MAINTAIN 1000SQ FT OR 75% OF
 LANDSCAPE, WHICHEVER IS LESS WITHIN THE
 FIRST 25FT FRONT SETBACK.
  
 2. NEED TO REDUCE THE PROPOSED DRIVEWAY
 WITHIN THE FRIST 25FT FRONT SETBACK TO
 12.5FT (312.5SQ FT ALLOWED FOR
 CONCRETE/PAVERS/ASPHALT).
 3. NEED TO SHOW THE PROPOSED A/C UNIT ON
 THE TWO COPY OF SURVEYS (LEGAL
 DOCUMENT).
  
 NOTE:SEC 94-303 MECHANICAL/POOL
 EQUIPMENT/GENERATOR MAY NOT PROJECT MORE
 THAN FOUR FEET INTO A SETBACK.
  
 MICHELLE MCLEAN
 ZONING TECHNICIAN
 805-6720


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