Plan Review Details - Permit 07050817
Plan Review Stops For Permit 07050817
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2009-01-28 Cont ID  
Sent By jgomez Date 2009-01-28 Time 16:35 Rev Time 0.00
Received By jgomez Date 2009-01-28 Time 16:35 Sent To PC
Notes
2009-01-28 16:37:15RESIDENTIAL (R3) ADDITION, BUILDING REVIEW THIRD
 CHECKLIST.
 REVIEW UNDER 2004 FLORIDA RESIDENTIAL CODE WITH 2007
 REVISIONS.
  
 1- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG
 RD(561)233-5120) TO VERIFY IF IMPACT FEES ARE DUE.
 BRING BACK STAMPED PLANS AND COPY OF PAID RECEIPT IF
 FEES ARE DUE (REPEAT COMMENT - THREE TIMES).
  
 2- FLAT ROOF PRODUCT APPROVAL WAS CHANGED FOR NOA
 06-0410.06. THE FOLLOWING COMMENTS APPLY:
 A) APPROVED ASSEMBLY SELECTED ON SHEET 37 OF 44 CAN'T
 BE USED IN THIS PROJECT BECAUSE THIS ASSEMBLY MEETS
 ONLY 45PSF UPLIFT LOAD. THIS ASSEMBLY IS LIMITED BY
 GENERAL LIMITATION #9, WHICH DOESN'T ALLOW ANY NAIL
 ENHANCING. SEE GENERAL LIMITATION #9 ON LAST PAGE OF
 NOA SUBMITTED. NEED TO SELECT AN ASSEMBLY THAT MEETS
 THE DESIGN PRESSURES CALCULATED BY THE ENGINEER ON
 SHEET A-4.
 TYPICALLY AN ASSEMBLY THAT IS LIMITED BY GENERAL
 LIMITATION #7 CAN BE SELECTED AND ADDITIONAL NAIL
 ENHANCING FOR PERIMETER AND CORNER AREAS MAY BE
 ACHIEVED BY PROVIDING SIGNED AND SEALED RAS 117
 CALCULATIONS. SEE GENERAL LIMITATION #7 ON LAST PAGE OF
 NOA SUBMITTED (REPEAT COMMENT - THREE TIMES).
  
 B) ACCORDING TO MIAMI-DADE WEBSITE NOA 06-0410.06 CAN'T
 BE USED BECAUSE THIS FILE IS CLOSED. SEE ATTACHED COPY
 FROM MIAMI-DADE WEBSITE. NEED TO PROVIDE CURRENT
 APPROVED NOA.
  
 3- ENERGY CALCULATIONS:
 A) PROVIDE COMPLETE CALCULATIONS. ONLY TWO PAGES WERE
 SUBMITTED (REPEAT COMMENT - THREE TIMES).
  
 B) CLARIFY WALL TYPES AND INSULATION R-VALUE SHOWN ON
 ITEM #9 (REPEAT COMMENT - THREE TIMES). CLARIFY WHY
 SAME R-VALUE IS SHOWN FOR CONCRETE BLOCK WALLS AND
 FRAMED WALLS?.
 ALSO, WHAT KIND OF WALL IS OTHERS?
  
 C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM (REPEAT
 COMMENT - THREE TIMES).
  
 D) CLARIFY IF ENERGY CALCULATIONS ARE DONE FOR ENTIRE
 HOUSE OR JUST FOR THE NEW ADDITION (REPEAT COMMENT -
 THREE TIMES)). ITEM #1 STATES ADDITION, WHILE
 CONDITIONED FLOOR AREA SHOWN ON ITEMS #6 AND #10 SHOW
 THE SQUARE FOOTAGE OF ENTIRE HOUSE. ON THE OTHER HAND
 PLANS DON'T SHOW ANY INFORMATION PERTAINING TO THE
 COMPLIANCE WITH THE ENERGY CALCULATION FOR ENTIRE
 HOUSE.
  
 NOTE: COMPLETING FORM 600C-04R IS MORE APPROPRIATE FOR
 THE ADDITION (REPEAT COMMENT - THREE TIMES).
  
 E) ITEM #10: MISSING THE SINGLE ASSEMBLY ROOF AREA.
 ALSO, CLARIFY IF DOING ENTIRE HOUSE OR JUST THE
 ADDITION. COORDINATE WITH ITEM # 3D ABOVE.
  
 F) NUMBER OF BEDROOMS IS INCORRECT. SEE FLOOR PLANS AND
 REVISE AS REQUIRED.
  
 4-ENERGY CALCULATIONS SUBMITTED ARE TAKEN THE CEILING
 FANS CREDIT. THEREFORE, PLANS NEED TO SHOW ALL ROOMS
 WITH CEILING FAN SIZE AS REQUIRED BY TABLE 13-607.1.A.1
 FBC 2004. (REPEAT COMMENT - THREE TIMES). PLANS DON'T
 SHOW CEILING FAN SIZES.
  
 5- ENGINEER OF RECORD 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.
 ENGINEER SIGNED AND SEALED PRODUCT APPROVALS. HE CAN'T
 SIGN AND SEAL THOSE PRODUCT APPROVALS BECAUSE THEY WERE
 NOT PREPARED BY HIM. SIGNING AND SEALING THESE PRODUCT
 APPROVALS IS IN VIOLATION OF FLORIDA STATUTE 471 AND
 FLORIDA ADMINISTRATIVE CODE SEC. 61G15.
  
 6- SHEET A-4:
 A) ROOF DESIGN PRESSURES WERE REVISED, BUT NOW ENGINEER
 IS CONTRADICTING HIMSELF ON DETAIL A SHOWN ON SAME
 PAGE. SELECTED FLAT ROOF ASSEMBLY IS ONLY GOOD FOR UP
 TO 45PSF UPLIFT. THIS ASSEMBLY DOESN'T MEET THE DESIGN
 PRESSURES FOR ROOF ZONE 2 AND 3. NEED TO PROVIDE
 PRODUCT APPROVAL THAT MEETS THE CALCULATED DESIGN
 PRESSURES. COORDINATE WITH ITEM #2 ABOVE.
  
 B) REVISE ALL INFORMATION ON CONNECTOR SCHEDULE. SEE
 CURRENT SIMPSON CATALOG FOR NUMBER, TYPE AND UPLIFT
 CAPACITY OF EACH CONNECTOR. OTHERWISE, PROVIDE COMPLETE
 ENGINEERING ANALYSIS FOR INFORMATION THAT DIFFER FROM
 THAT TESTED AND PUBLISHED BY THE MANUFACTURER. SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY
 COMPLIANCE WITH SEC. R301 OF 2004 FLORIDA RESIDENTIAL
 CODE (REPEAT COMMENT).
  
 C) ROOF FRAMING PLAN WAS REVISED. * SPECIFY HOW
 PROVIDING ROOF CROSS VENTILATION TO COMPLY WITH SEC.
 R806 OF 2004 FLORIDA RESIDENTIAL CODE. KEEP IN MIND
 THAT USING 2X12 SOLID ROOF RAFTERS.
  
 D) REVISE ROOF SLOPE SPECIFIED ON ROOF FRAMING PLAN AND
 DETAILS. NEED 1/4" PER FT. MIN. AS REQUIRED BY SEC.
 R905.11.1 OF 2004 FLORIDA RESIDENTIAL CODE.
  
 E) REVISE BLOCK SHOWN ON DETAIL "C" TO ALLOW PROPER
 ROOF PITCH AS REQUIRED BY ITEM 6D ABOVE.
  
 F) REVISE DETAIL "B": SIMPSON CONNECTOR "H10S" DOESN'T
 WORK FOR PROPOSED INSTALLATION. SEE CATALOG FOR PROPER
 CONNECTOR PROFILE AND PROVIDE DETAIL SHOWING ACTUAL
 CONNECTOR PROFILE.
  
 7- SHEET A-3:
 A) ARCH FORM DETAIL: PROVIDE SPECIFICATIONS FOR
 FASTENINGS OF 2X6'S TO WALL AND FASTENING OF PLYWOOD TO
 VERIFY COMPLIANCE WITH SEC. R301 OF 2004 FLORIDA
 RESIDENTIAL CODE.
  
 B) SPECIFY 2 LAYERS OF WATER RESISTANT BARRIERS AS
 REQUIRED BY SEC. R703.6.3 OF 2004 FLORIDA RESIDENTIAL
 CODE.
  
 8- TYPICAL WALL SECTION ON SHEET GD:
 A) REVISE ROOF SLOPE AND DETAIL SHOWING BLOCKING TO GET
 THE REQUIRED SLOPE. SEE ITEM 6D ABOVE.
  
 B) REVISE FLAT ROOF ASSEMBLY INFORMATION. SEE ITEM 6A
 ABOVE.
  
 C) REVISE INFORMATION FOR ROOF CROSS VENTILATION. SEE
 ITEM 6C ABOVE.
  
 8- SHEET GN: UPDATE ALL REFERENCES CITED ON ALL NOTES.
 SEE CHAPTER 43 OF 2004 FLORIDA RESIDENTIAL CODE FOR
 YEAR EDITION TO BE USED ON ADOPTED STANDARDS AND REVISE
 AS REQUIRED (REPEAT COMMENT).
  
 9- ONE SHEET GD WAS NOT SIGNED AND SEALED BY THE
 ENGINEER.
  
 10- A) CALCULATIONS SUBMITTED TO CHECK BEAM SPECIFY
 2X12 SOUTHER PINE #1. GENERAL NOTES ON SHEET GN
 SPECIFIES SOUTHER PINE #2. REVISE AS REQUIRED. AND,
 CLEARLY SPECIFY ON ROOF FRAMING PLAN GRADE OF WOOD TO
 BE USED.
  
 B) CALCULATIONS NEED TO BE SIGNED AND SEALED BY THE
 ENGINEER OF RECORD AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTE AND FLORIDA ADMINISTRATIVE CODE SEC. 61G15.
  
 11- NOTICE OF COMMENCEMENT WAS RECORDED ON 02/14/2008.
 NOTICE OF COMMENCEMENT EXPIRES AFTER 90 DAYS IF WORK IS
 NOT STARTED. NEED TO PROVIDE RE-RECORDED NOTICE OF
 COMMENCEMENT. SEC. 713.13 FLORIDA STATUTE.
 NOTE: THIS MAY BE RECORDED AT TIME OF PERMIT PICK UP TO
 AVOID EXPIRATION.
  
 12- ENGINEER TO REVIEW ATTACHED COPY FLORIDA STATUTE
 SEC. 55380(2)(B) REGARDING FEES FOR MULTIPLE REVIEWS.
 ONE COPY OF PLANS WILL BE RETAINED IN THIS OFFICE TO
 VERIFY IF COMMENTS ARE PROPERLY ADDRESSED.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-03-31 Cont ID  
Sent By jgomez Date 2008-03-31 Time 15:56 Rev Time 0.00
Received By jgomez Date 2008-03-31 Time 07:43 Sent To M
Notes
2008-03-31 16:09:46RESIDENTIAL ADDITION BUILDING REVIEW SECOND CHECKLIST.
 REVIEW UNDER FBC 2004 WITH 2007 REVISIONS.
  
 1- BRING PLANS TO PALM BEACH COUNTY (2300 N. JOG RD
 (561)233-5120), TO VERIFY IF IMPACT FEES ARE DUE. BRING
 BACK STAMPED PLANS AND COPY OF PAID RECEIPT IF FEES ARE
 DUE.
  
 2- PROVIDE TWO COPIES OF PRODUCT APPROVALS AS REQUIRED
 BY DCA RULE 9B-72 FOR:
 A) EXTERIOR SWING DOOR. (REPEAT COMMENT).
  
 B) ALL USP STRUCTURAL CONNECTORS SPECIFIED ON PLANS.
 (REPEAT COMMENT). PROVIDE COVER PAGE OF PRODUCT
 APPROVAL AND PAGE WHERE CONNECTORS ARE SHOWN.
  
 3- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALSAS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
  
 4- FLAT ROOF PRODUCT APPROVAL. PROVIDE RAS 117
 CALCULATIONS AS REQUIRED BY GENERAL LIMITATION #7 ON
 PAGE 26 AND 32 OF NOA 03-0501.02 SUBMITTED. (REPEAT
 COMMENT).
  
 5- STORM SHUTTERS INSTALLATION SCHEDULE:
 A) REVISESHUTTERS SPAN. THIS IS ASKING FOR PANEL
 LENGTH.IF PANELS ARE MOUNTED VERTICALLY HOW CAN THE
 PANELS BE 167" AND 25.5" .REVISE SIZE OF PANEL AS
 REQUIRED.
 NOTE: TAKE INTO CONSIDERATION THE MINIMUM EDGE DISTANCE
 REQUIRED.
  
 6- ENERGY CALCULATIONS:
 A) PROVIDE COMPLETE CALCULATIONS. ONLY TWO PAGES
 SUBMITTED. (REPEAT COMMENT).
  
 B) CLARIFY WHERE ARE THE FRAMED ADJACENT WALLS SHOWN
 ON ITEM #9 TAKEN FROM?. SEE PLANS. (REPEAT COMMENT).
  
 C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM.
 (REPEAT COMMENT).
  
 D) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM.
 (REPEAT COMMENT).
  
 7- CLARIFY IF ENERGY CALCULATIONS ARE DONE FOR ENTIRE
 HOUSE OF JUST FOR THE NEW ADDITION.CONDITIONED FLOOR
 AREA ON ITEMS #6 AND #10(A)NEED TO REFLECT THIS
 INFORMATION. ALSO,TAKE INTO CONSIDERATION THAT THAT
 PLANS DON'T SHOW ANY INFORMATION SHOWING COMPLIANCE
 WITH THE ENERGY CALCULATIONS FOR THE REST OF THE
 HOUSE.
  
 NOTE:FILLING OUT FORM 600C-04R IS MORE APPROPRIATE
 FOR THE ADDITION.
  
 8- ENERGY CALCULATIONS SUBMITTED ARE TAKEN THE CEILING
 FANS CREDIT.THEREFORE, PLANS NEED TO SHOW ALL ROOMS
 WITH CEILING FAN SIZE AS REQUIRED BY TABLE 13-607.1.A.1
 FBC 2004. (REPEAT COMMENT).
  
 9- SHEET A-3:ENGINEER IS CONFUSING ROOF SHEATHING
 FASTENING WITH FASTENING FOR FLAT ROOF ASSEMBLY. REVISE
 SPECIFICATIONS FOR FLAT ROOF ASSEMBLY. SEE FLAT ROOF
 PRODUCT APPROVAL AND SPECIFICAPPROVED ASSEMBLY AND
 REVISE SPECIFICATIONS AS REQUIRED.
 ***NOTE: THIS APPLIES TOFINISH ROOF SPECIFICATIONS ON
 WALL SECTION A-A ONSHEET GD.
  
 10- SHEET A-4:
 A) REVISE ROOF DESIGN PRESSURES. (REPEAT COMMENT).
 SEE TABLE R301.2(2)OF 2004 FLORIDA RESIDENTIAL CODE
 (OR TABLE 1609.6B FBC 2004).THIS IS A LOW SLOPE ROOF.
 NEED TO USE ROOF>0 TO 10 DEGREES CHART.
  
 B) THERE ARE NOT TRUSSES USED IN THIS PROJECT. OMIT
 ROOF TRUSS DESIGN LOAD INFORMATION TO AVOID CONFLICTS
 WITH INFORMATION SHOWN ON WIND LOAD DESIGN PARAMETERS.
  
 C) SPECIFY CONNECTOR FORALL 3X10 ROOF RAFTERS THAT
 ARE RESTING ON EXISTING MASONRY WALL, INCLUDING DOUBLE
 3X10 RAFTERS.THERE ARE NOT CONNECTORS SPECIFIED. SEE
 COMMENTS ON PLANS.
  
 D) SPECIFY HOW MUCH EMBEDMENT IS REQUIRED FOR RED
 HEAD ANCHORS SPECIFIED TO HOLD 2X6 AND 2X8 LEDGERS?.
 SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY
 COMPLIANCE WITHSEC. R301.
  
 E) FASTENER TYPE AND NUMBER SPECIFIED ON CONNECTOR
 SCHEDULE NEED TO MATCH INFORMATION SHOWN ON USP CURRENT
 CATALOG.OTHERWISE PROVIDE COMPLETE ENGINEERING
 ANALYSIS FOR FASTENER TYPE AND NUMBER THAT DIFFER FROM
 THOSE TESTED AND PUBLISHED BY THE MANUFACTURER.SEC.
 106.1.2 CITY AMENDMENTS TO FBC 2004 TO VERIFY
 COMPLIANCE WITH SEC. R301.
  
 F) SPECIFY HOW ARE 2X6 AND 2X8RAFTERS ATTACHED TO
 THE CORRESPONDING LEDGERS.CONNECTOR"A"DOESN'T
 APPLY TO THIS INSTALLATION. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004 TO VERIFY COMPLIANCE WITH SEC.
 R301.
  
 G) SPECIFY CONNECTORS AT BOTH ENDS FOR DOUBLE 2X8
 RAFTER. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004 TO
 VERIFY COMPLIANCE WITH SEC. R301.
  
 H) SPECIFY HOWARE CONNECTORS "C" INSTALLED. SEE
 USP CATALOG FOR PROPER INSTALLATION.
 ALSO, ARE YOU PROPOSING TO INSTALL 2 CONNECTOR AT EACH
 RAFTER END.?
  
 I) WHERE IS DETAIL "B"/GD?.SHEET GD DOESN'T SHOW
 THIS DETAIL.
  
 J) PROVIDE DETAIL SHOWING HOW CONNECTOR "B"
 (JUS26-2) IS INSTALLED TO SUPPORT SINGLE 2X6 RAFTERS?.
 SEE USP CATALOG FOR SIZE SPECIFIED AND SIZE OF RAFTER.
  
 11- SHEET GD:
 A) REVISE ROOF SLOPE.PRODUCT APPROVAL SUBMITTED
 IS FOR A MODIFIED BITUMEN ROOFING. SEE SEC. R905.11.1
 AND REVISE SLOPE.
  
 B) REVISE ROOF SPECIFICATIONS. SEE ITEM #9 ABOVE.
  
 12- SHEET GN:
 A) REVISE DESIGN LOADS TO MATCH INFORMATION ON SHEET
 A-4. (REPEAT COMMENT).
  
 B) UPDATE ALL REFERENCED STANDARDS. SEE CHAPTER 43
 OF 2004 FLORIDA RESIDENTIAL CODE FOR SPECIFIC STANDARDS
 AND SPECIFIC YEAR TO BE REFERENCED. (REPEAT COMMENT).
 EG: SEE YEAR REFERENCED FOR ACI 318.. AND, CHECK ALL
 OTHER REFERENCES.
  
 C) PLYWOOD SHEATHING INFORMATION TO MATCH
 INFORMATION ON SHEET A-4. (REPEAT COMMENT). SEE TYPE OF
 FASTENER. 10D RING SHANK NAILS AND 10D NAILS ARE TWO
 DIFFERENT TYPE OF NAILS.
  
 D) SOIL STATEMENT NOTE #1 SPECIFIES 2000PSF SOIL
 BEARING CAPACITY. WHILENOTE #3 ON SAME PAGE CALLS FOR
 2500PSF SOIL BEARING CAPACITY. REVISE AS REQUIRED.
 ALSO, STRUCTURAL DETAILS CALL FOR 2500 BEARING
 CAPACITY.COORDINATE AND REVISE AS REQUIRED.
  
 E) REVISE MASONRY NOTE #1. SEE SEC. R606.4 OF 2004
 FLORIDA RESIDENTIAL CODE.PROVIDE SPECIFICATIONS FOR
 BLOCK COMPRESSIVE STRENGTH.NOTE SAYING TO COMPLY WITH
 SUCH SECTION IS NOT ACCEPTABLE.
  
 F) REVISE MASONRY NOTE #2. SEE ITEM 312(E) ABOVE.
 FM=1000PSI IS INCORRECT.
  
 13- PLEASE RETURN REVIEWED SET AFTER CORRECTIONS ARE
 DONE TO ORIGINAL DRAWINGS TO EXPEDITE REVIEW PROCESS.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-06-28 Cont ID  
Sent By jgomez Date 2007-06-28 Time 17:59 Rev Time 0.00
Received By jgomez Date 2007-06-28 Time 17:46 Sent To PC
Notes
2007-06-28 17:59:46BUILDING REVIEW CHECKLIST:
 1- AFTER PLANS ARE REVISED, BRING THEM TO PALM BEACH
 COUNTY (2300 N. JOG RD (561)233-5115)TO VERIFY IF
 IMPACT FEES ARE DUE. BRING BACK STAMPED PLANS AND COPY
 OF PAID RECEIPT IF FEES ARE DUE.
  
 2- PROVIDE 2 COPIES OF PRODUCT APPROVALS (NONE
 SUBMITTED THIS TIME) AS REQUIRED BY DCA RULE 9B-72
 FOR:
 A) SINGLE HUNG WINDOWS.
 B) WINDOW MULLIONS.
 C) BEDROOM EXTERIOR DOOR.
 D) WORKSHOP DOUBLE DOOR
 E) WORKSHOP SINGLE DOOR.
 F) ROOF SHINGLES.
 G) ALL USP STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS.
 H) PRECAST LINTELS.
 I) WORKSHOP LOUVER VENT SHOWN ON GABLE ENDS.
 J) SHUTTERS FOR WINDOWS AND DOORS WITH GLASS IF THEY
 DON'T HAVE HURRICANE MISSILE IMPACT GLAZING.AND,
 PROVIDE COMPLETE INSTALLATION SCHEDULE. SEE ATTACHED
 SAMPLE.ALSO, MARK ON SHUTTERS DRAWINGS SPECIFIC
 MOUNTING CONDITIONS (EG: WALL MOUNTED)AND SPECIFIC
 ANCHOR TYPE AND SPACING TO BE USED.
 K) FLAT ROOF ASSEMBLY. SEE ATTACHED COPY OF CITY
 POLICY FOR ROOFING PERMITS.CLEARLY SPECIFY APPROVED
 ASSEMBLY TO BE INSTALLED PLUS BASE SHEET FASTENING
 OPTION. ALSO, PROVIDE RAS 117 CALCULATIONS FOR NAIL
 ENHANCING AT PERIMETER AND CORNER AREAS AS REQUIRED BY
 GENERAL LIMITATION #7.ALSO, IF GENERAL LIMITATION #7
 REQUIRES RAS 117 CALCULATIONS DONE BY ANY OF THE
 PROFESSIONALS LISTED ON SUCH LIMITATION, THEN ONLY ONE
 OF THOSE PROFESSIONALS NEED TO DO THE CALCULATIONS. ON
 THE OTHER HAND IF SELECTED ASSEMBLY IS LIMITED BY
 GENERAL LIMITATION #9, THEN IT CAN'T BE USED IN THIS
 AREA BECAUSE THE DESIGN PRESSURES ARE TOO LOW FOR
 CORNER AND PERIMETER AREAS.
  
 3- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING)ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 106.3.3 CITY AMENDMENTSTO FBC 2004.
  
 4-ENGINEER NEEDS TO PROVIDE THE FIRM'S CERTIFICATE OF
 AUTHORIZATION NUMBER IN THE TITLE BLOCK AS REQUIRED BY
 CHAPTER471 FLORIDA STATUTE AND SEC. 61G15-23.002
 FLORIDA ADMINISTRATIVE CODE.
  
 5- PROVIDE COMPLETE WINDOW STRUCTURAL BUCK DETAIL AND
 SPECIFY ALL FASTENERS.SEE SEC. R613.6.2OF 2004
 FLORIDA RESIDENTIAL CODE FOR PROPER WAY OF INSTALLING
 THE BUCK.
  
 6- PROVIDE SOIL TEST REPORT. 2 COPIES WITH ORIGINAL
 SEAL AND SIGNATURE. NONE PROVIDED.
  
 7- SPECIFY FLAT ROOF ATTIC VENTILATION AND HOW CROSS
 VENTILATION IS PROVIDED AS REQUIRED BY SEC. R806 OF
 2004 FLORIDA RESIDENTIAL CODE.
  
 8- ENERGY CALCULATIONS:
 A) PROVIDE COMPLETE PACKAGE. ONLY TWO SHEETS
 SUBMITTED.
 B) CLARIFY WHERE ARE THE FRAMED ADJACENT WALLS
 SPECIFIED ON ITEM #9.
 C) PROVIDE COMPLETE INFORMATION ON TOP OF FORM.
 D) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM.
  
 9) CEILING FAN CREDIT IS TAKEN, THEREFORE,PLANS NEED
 TO SHOW CEILING SIZE ON EACH ROOM AS REQUIRED BY TABLE
 13-607.1.A.1 OF FBC 2004.
  
 10- SPECIFY CONSTRUCTION TYPE AS REQUIRED BY SEC. 602.1
 FBC 2004.
  
 11- SHEET S.P 1:
 A) SQUARE FOOTAGE TABULATION IS CONFUSING AND IT
 DOESN'T ADD UP. PROVIDE SEPARATE CALCULATIONS FOR
 WORKSHOP AREA, AREA IN BEDROOM TO BE ADDED, TOTAL REAR
 PORCH, TOTAL FRONT PORCH , ETC. REVISE AS REQUIRED TO
 PROVIDE CLEAR TABULATION OF WHAT'S EXISTING AND WHAT IS
 NEW.
 B) ENGINEER TO SIGN AND SEAL THIS PAGE AS REQUIRED
 BY CHAPTER 471 FLORIDA STATUTE.
  
 12- SHEET A-2:
 A) SPECIFY SIZE OF ATTIC ACCESS LOCATED IN THE
 WORKSHOP BUILDING. SEC. R807 OF 2004 FLORIDA
 RESIDENTIAL CODE.
 B) COLUMN C-2 IS NOT CLEAR.8"X16" DOESN'T MATCH
 WHAT IS SHOWN IN THE COLUMN SCHEDULE OR ON FOUNDATION
 PLAN. REVISE/CLARIFY AS REQUIRED TO REFLECT CORRECT
 SPECIFICATIONS.
  
 13- SHEET A-3:
 A) SPECIFY SIZE OF LOUVER SHOWN ON WORKSHOP GABLE
 END. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
 B) PROVIDE COMPLETE DETAILS/SPECS FOR SCREEN
 ENCLOSURE.SEC. 2002 OF FBC 2004.
 C) SPECIFICATIONS FOR FLAT ROOF ASSEMBLY ARE
 INCORRECT. SEE PRODUCT APPROVAL FOR FLAT ROOF SYSTEMS
 AND REVISE AS REQUIRED.
 ALSO, SEE ITEM 2(K) ABOVE.
  
 14- SHEET A-4:
 A) WIND LOAD DESIGN PARAMETERS:
 * INTERNAL PRESSURE COEFFICIENT AND PARTIAL ENCLOSED
 BUILDING DON'T CORRESPOND TO EACH OTHER. REVISE AS
 REQUIRED.
 ** REVISE ROOF DESIGN PRESSURES.SEE REVISED TABLE
 1609..6.2.1(2) OF 2004 AND REVISE AS REQUIRED. ALSO,
 REVISE DESIGN PRESSURES FOR 146 MPH AS SHOWN ON ROOF
 TRUSS DESIGN LOADS AND GENERAL STRUCTURAL NOTES ON
 SHEET GN.PROVIDE COMPLETE CALCULATIONS TO SHOW HOW
 THE DESIGN PRESSURES ARE CALCULATED. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004
 B) UPDATE ROOF TRUSS DESIGN LOAD CHART. CURRENT ASCE
 7 EDITION ADOPTED BY THE 2004 FBC IS THE 2002 EDITION,
 NOT 98. REVISE AS REQUIRED.
 C) PROVIDE COMPLETE INFORMATION AT FRONT PORCH
 AREA:
 * SPECIFY BEAMS. SEC. 106.1.2 CITY AMENDMENTS TO FBC
 2004.
 ** SPECIFY LEDGER SIZE AND ATTACHMENT TO THE EXISTING
 MASONRY WALL. CITY AMENDMENTS TO FBC 2004.
 D) SPECIFY ROOF SLOPE AS REQUIRED BY SEC. R905.9 AND
 R905.11 OF 2004 FLORIDA RESIDENTIAL CODE.
 E) WHERE ARE DETAILS B/A-5 AND B/A-6 KEYED ON ROOF
 FRAMING PLAN?
 F) SECTION A-AAND DETAIL B DON'T MATCH ROOF
 FRAMING PLAN.ARE THERE DOUBLE OUTLOOKERS?. IS THERE A
 GABLE END TRUSS?, ETC. REVISE AS REQUIRED TO MATCH. G)
 DETAIL B: PROVIDE COMPLETE INFORMATION FOR CONSTRUCTION
 BETWEEN WALL SHEATHING AND LAST GABLE END TRUSS.IS
 THIS A 2X6 WALL? PROVIDE COMPLETE SPECS AND FASTENERS.
 SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. H) SECTION
 A-A:
 * SPECIFY RIDGE VENT SIZE. SEE SEC. R806 OF 2004
 FLORIDA RESIDENTIAL CODE.
  
 15- SHEET GD:
 A) WALL SECTION B-B:
 * REVISE FLAT ROOF SPECS. SEE ITEM 12(C) ABOVE.
 ** REVISE SIZE OF ROOF JOISTS. SEE ROOFFRAMING PLAN.
 B) WALL SECTION A-A:
 * FOOTING TO BE 12" MIN. BELOW GRADE AS REQUIRED BY
 SEC. R403.1.4 OF 2004 RESIDENTIAL CODE.IF FINISH
 FLOOR ELEVATION IS 6" ABOVE GRADE, THEN FOOTING WON'T
 BE 12" BELOW GRADE. REVISE AS REQUIRED.
 ** 1"X4" P.T. CONT. IS FIREBLOCKING, NOT "FIRE WALL".
 THESE ARE TWO DIFFERENT CODE ISSUES. REVISE AS
 REQUIRED.
 *** ROOF SHEATHING SPECS DON'TMATCH PLYWOOD SHEATHING
 NAILING SCHEDULE ON PAGE A-4 AND GENERAL NOTES ON SHEET
 GN. REVISE AS REQUIRED.
 **** OVERHANG LENGTH SHOWN IS 16" WHILE NOTE CALLS FOR
 24". REVISE AS REQUIRED TO MATCH.
 ***** CLARIFY MONOLITHIC FOOTING NOTE REGARDING THE 6"
 BELOW GRADE. SEE ITEM #14(B) ABOVE. REVISE/CLARIFY AS
 REQUIRED.
  
 16- SHEET GN:
 A) REVISE DESIGN LOADS TO MATCH INFORMATION ON SHEET
 A-4.
 *ALSO, UPDATE ASCE 7 EDITION. 2002.
 B) UPDATE ALLREFERENCED STANDARDS. SEE 2004
 FLORIDA RESIDENTAIL CODE FOR SPECIFIC STANDARDS TO BE
 USED AND CHAPTER 43 OF 2004 FLORIDA RESIDENTIAL CODE
 FOR SPECIFIC YEAR TO BE REFERENCED.
 C) PLYWOOD SHEATHING INFORMATION TO MATCH
 INFORMATION ON SHEET A-4.
 D) PROVIDE SOIL TEST REPORT SHOWING TYPE OF SOIL
 FOUND AS MENTIONED IN SOIL STATEMENT.
 E) REVISE MASONRY NOTE #1. SEE SEC. R606.4 OF 2004
 FLORIDA RESIDENTIALCODE FOR CORRECT INFORMATION.
  
  
 ***NOTE***
 PLEASE RETURN REVIEWED SET OF PLANS AFTER PLANS ARE
 REVISED TO EXPEDITE THE REVIEW PROCESS.
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-01-28 Cont ID  
Sent By btrobaug Date 2009-01-28 Time 09:59 Rev Time 0.00
Received By btrobaug Date 2009-01-27 Time 13:20 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2008-03-27 Cont ID  
Sent By btrobaug Date 2008-03-27 Time 11:01 Rev Time 0.00
Received By btrobaug Date 2008-03-27 Time 10:37 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2007-05-31 Cont ID  
Sent By btrobaug Date 2007-05-31 Time 15:56 Rev Time 0.75
Received By btrobaug Date 2007-05-31 Time 14:26 Sent To P
Notes
2007-05-31 15:52:11 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 1} THE ENGINEERING FIRM LISTED ON THE TITLE BLOCK SHALL
 INDICATE THE CERTIFICATE OF AUTHORIZATIONNUMBER ALONG
 WITH OTHER INFORMATION REQUIRED BY 61G15-23.002 FLORIDA
 ADMINISTRATIVE CODE.
  
 2}PROVIDE A PANEL SCHEDULE PER 408.4 FOR THE SUB
 PANEL ON THE RISER.PLEASE SEE NEW VERBAGE FOR 2005
 NEC: "THE IDENTIFICATION SHALL INCLUDE SUFFICIENT
 DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM
 ALL OTHERS."
  
 3} THE SUB PANEL DOES NOT HAVE A FEED LISTED FROM THE
 200 AMP PANEL, AS SHOWN ON THE RISER. INDICATE OCP,
 CONDUIT AND CONDUCTOR SIZE AND TYPE, ALSO GROUND PER
 250.122.
  
 4} THE SUB PANEL ON THE SEPARATE STRUCTURE MUST COMPLY
 WITH 225.31 DISCONNECTING MEANS AND 250.32 GROUNDING.
 INDICATE SAME ON THE RISER.
  
 5} VERIFY CIRCUITS 9,11 ARE #12 CONDUCTORS ON A 30 AMP
 OCP. SEE 430.72(B) AND 310.16.
  
 6} THE EQUIPMENT GROUND BETWEEN THE METER AND
 DISCONNECT ON THE RISER DIAGRAM CREATES A PARALLEL PATH
 TO GROUND WITH THE NEUTRAL AND MUST BE REMOVED. AN
 ISOLATED NEUTRAL AND EQUIPMENT GROUND ARE TO BE RAN
 FROM THE FIRST MEANS OF DISCONNECT. 250.6. IT IS SHOWN
 AS AN EXISTING SERVICE BUT MUST BE CORRECTED AS IT IS A
 LIFE SAFETY ISSUE. THERE IS A POTENTIAL OF ENERGIZING
 ALL METAL PARTS AND EQUIPMENT THE EQUIPMENT GROUNDS ARE
 CONNECTED TO.
  
 7} THE REFERENCE TO 230/240 REGARDING CALCULATIONS IS
 INCORRECT. SEE ARTICLE 220.83 IN THE 2005 NEC, ADOPTED
 DECEMBER 8, 2006. ALSO SEE NOTES 3 AND 7 ARE INCORRECT.
 CHANGE ALL REFERENCES TOCORRELATE WITH THE 2005 NEC
 TO AVOID CONFUSION IN THE FIELD AND FOR CLARITY IN
 RECORD RETENTION.
  
 8} R313.1.1 FBC RESIDENTIAL, SMOKE ALARMS SHALL BE
 LOCATED AS REQUIRED IN NEW DWELLINGS WHEN REPAIRS OR
 ADDITIONS REQUIRING A PERMIT OCCUR. SEE ARTICLE FOR
 COMPLETE TEXT.
  
 PLEASE REMOVE ALL OLD OR VOIDED SHEETS AND REPLACE
 WITH CORRECTED ONES WHEN RESUBMITTING. INCLUDE THEM
 SEPARATELY TO EXPEDITE THE REVIEW PROCESS.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-01-14 Cont ID  
Sent By adarroug Date 2009-01-14 Time 16:48 Rev Time 0.00
Received By adarroug Date 2009-01-14 Time 16:48 Sent To Z
Notes
2009-01-14 16:48:51TO "Z" BOX/RESUB--NEW SHEETS ALL TRADES
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-03-21 Cont ID  
Sent By adarroug Date 2008-03-21 Time 14:50 Rev Time 0.00
Received By adarroug Date 2008-03-21 Time 14:50 Sent To Z
Notes
2008-03-21 14:51:10TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-05-25 Cont ID  
Sent By adarroug Date 2007-05-25 Time 16:56 Rev Time 0.00
Received By adarroug Date 2007-05-25 Time 16:56 Sent To E
Notes
2007-05-25 16:56:49TO "SFR" "E"
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-06-28 Cont ID  
Sent By jgomez Date 2007-06-28 Time 17:59 Rev Time 0.00
Received By jgomez Date 2007-05-22 Time 10:11 Sent To  
Notes
2007-05-22 10:11:54TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2008-04-02 Cont ID  
Sent By tgordon Date 2008-04-02 Time 14:24 Rev Time 0.25
Received By tgordon Date 2008-04-02 Time 14:24 Sent To  
Notes
2008-04-02 14:24:44NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2007-05-29 Cont ID  
Sent By tgordon Date 2007-05-29 Time 09:45 Rev Time 0.15
Received By tgordon Date 2007-05-29 Time 09:45 Sent To E
Notes
2007-05-29 09:45:41NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop P PLUMBING
Rev No 1 Status N Date 2007-06-11 Cont ID  
Sent By mperson Date 2007-06-11 Time 16:05 Rev Time 0.15
Received By mperson Date 2007-06-11 Time 16:05 Sent To B
Notes
2007-06-11 16:08:32NOTE: THERE IS NO PLUMBING BEING INDICATED FOR PROPOSED
 WORK.
Review Stop X PERMIT EXTENSION
Rev No 2 Status N Date 2009-01-09 Cont ID  
Sent By dfulcher Date 2008-12-24 Time 17:08 Rev Time 0.00
Received By dfulcher Date 2008-12-24 Time 17:06 Sent To  
Notes
2009-01-09 17:08:23EXT APP TO 3/29/09 PER RAB DRF
Review Stop X PERMIT EXTENSION
Rev No 1 Status N Date 2008-09-29 Cont ID  
Sent By amckenzi Date 2008-09-29 Time 08:12 Rev Time 0.00
Received By amckenzi Date 2008-09-29 Time 08:12 Sent To  
Notes
2008-09-29 08:13:37PERMIT APPLICATION EXTENDED TO 12/29/08 PER RAB/AMM
Review Stop Z ZONING
Rev No 3 Status F Date 2009-01-27 Cont ID  
Sent By mcruz Date 2009-01-27 Time 12:43 Rev Time 0.00
Received By mcruz Date 2009-01-27 Time 12:36 Sent To E
Notes
2009-01-27 12:38:53PLANNING AND ZONING DEPT: ***ZONING FAILED***
  
 1. PLEASE PROVIDE ALL RESPONSES IN WRITING.
  
 2. PROVIDE TWO (2) COPIES OF A CURRENT SURVEY, WHICH
 INCLUDES THE PROPERTY'S ADDRESS AND LEGAL DESCRIPTION.
  
 3. INDICATE ON THE SURVEY THE SETBACK DIMENSIONS FROM
 THE PROPOSED ADDITION TO ALL ADJACENT PROPERTY LINES
 (ENSURE THAT THE DIMENSIONS ON THE SITE PLAN ARE
 CONSISTENT WITH THE DIMENSIONS SHOWN ON THE SURVEY).
 PURSUANT TO THE CITY OF WEST PALM BEACH ZONING AND LAND
 DEVELOPMENT REGULATIONS (ZLDR), SECTION 94-72(A)(2):
 SINGLE-FAMILY LOW DENSITY (SF7) RESIDENTIAL DISTRICT -
 MINIMUM SETBACKS FOR PRINCIPAL BUILDING ARE AS FOLLOWS:
  
 A. FRONT: 25 FEET;
  
 B. CORNER: 12.5 FEET;
  
 C. REAR: 15 FEET OR TEN PERCENT OF LOT DEPTH, WHICHEVER
 IS LESS;
  
 D. SIDE: FIVE FEET MINIMUM, 15 FEET TOTAL.
  
 NOTE: THE SUBMITTAL OF THE REQUESTED INFORMATION MAY
 GENERATE ADDITIONAL COMMENTS.
  
 FOR ADDITIONAL INFORMATION, THE ZONING AND LAND
 DEVELOPMENT REGULATIONS MAY BE VIEWED ONLINE AT
 WWW.MUNICODE.COM OR VISIT THE CITY OF WEST PALM BEACH
 PLANNING DEPARTMENT WEBSITE AT
 WWW.CITYOFWPB.COM/PLAN/INDEX.HTM.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO
 CONTACT ME.
  
 MAGGIE CRUZ, ASSOCIATE PLANNER
 PLANNING AND ZONING DEPARTMENT
 TEL: (561) 822-1444 OR (561) 805-6720
 E-MAIL: [email protected]
  
Review Stop Z ZONING
Rev No 2 Status P Date 2008-03-26 Cont ID  
Sent By choops Date 2008-03-26 Time 11:16 Rev Time 0.00
Received By choops Date 2008-03-26 Time 11:16 Sent To E
Notes
2008-03-26 11:17:47***APPROVED - RESUB #1***
  
 PROVISO:AS NO SURVEY WAS PROVIDED WITH THIS
 SUBMITTAL, A CURRENT SURVEY SHALL BE SUBMITTED TO BE
 KEPT WITH CITY RECORD OF PERMIT, BEFORE THE ISSUANCE OF
 CO.
  
  
  
  
 SENT TO "E" - BT
Review Stop Z ZONING
Rev No 1 Status F Date 2007-05-24 Cont ID  
Sent By choops Date 2007-05-24 Time 11:13 Rev Time 0.00
Received By choops Date 2007-05-24 Time 11:13 Sent To I
Notes
2007-05-24 11:15:07***FAILED***
  
  
 1)PLEASE SHOW ANY MOVED OR PROPOSED MECHANICAL
 EQUIPMENT AND/OR A/C EQUIPMENT ON SURVEY AND SITEPLAN
 WITH SETBACK DIMENSIONS TO PROPERTY LINES.
  
  
 CHRIS HOOPS
 ZONING TECHNICIAN
 561-805-6720


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