Plan Review Details - Permit 06100773
Plan Review Stops For Permit 06100773
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-06-07 Cont ID  
Sent By jgomez Date 2007-06-07 Time 08:23 Rev Time 0.00
Received By jgomez Date 2007-06-07 Time 08:23 Sent To Z
Notes
2007-06-07 09:13:42BUILDING REVIEW 4TH CHECKLIST:
 1- CONTRACTOR DECLARED VALUATION IN THE PERMIT
 APPLICATION IS TOO LOW BASED ON THE PROPOSED SCOPE OF
 WORK.CONTRACTORTO UPDATE VALUATION OR IT WILL BE
 UPDATEDBASED ON ADETAILED COST ESTIMATE WHICH WILL
 BE TIME CONSUMING.SEC. 108.3 OF CITY AMENDMENTS TO
 FBC 2004.
  
 2- THERE WAS ONLY ONE SET OF PLANS SUBMITTED. THERE
 WERE TWO SETS OF PLANS FOR STAIRS SUBMITTED. NEED TO
 PROVIDE 2 SETS OF PLANS FOR EVERYTHING.
  
 3- SHEET A-1:
 A) TYPICAL WALL SECTION: PROVIDE CALCULATIONS
 SHOWING HOW THE ONE HOUR FIRE RATED WALL ,
 FLOOR/CEILING ASSEMBLY AND ROOF CEILING ASSEMBLY ARE
 ACHIEVED BASED ON THE COMPONENTS USED. SEE COMPLETE
 SEC. 721.6.2. FBC 2004 TO SHOW HOW ONE HR FIRE RATING
 IS ACHIEVED.INFORMATION SHOWN ON PLANS SHOW 1/2" TYPE
 'C' G.W.B. FOR WALLS AND 5/8" TYPE 'C' G.W.B. ON
 CEILINGS.ACCORDING TO MATERIALS SPECIFIED ON THIS
 SECTION, THE ASSEMBLIES DON'T PROVIDE THE ONE HOUR
 REQUIRED FIRE RATING FROM THE SIDE EXPOSED TO FIRE.
 ALSO, NEED TO SPECIFY ALL COMPONENTS OF THE ASSEMBLY.
 EXISTING FLOOR OR EXISTING ROOF IS NOT ENOUGH
 INFORMATION TO DETERMINE A COMPLETE FIRE RATED
 ASSEMBLY. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 B) " OPTIONAL UL DESIGN #P528 CEILING AND WALL
 ASSEMBLY 6" BATT INSULATION METAL CHANNELS @ 12" O.C. 1
 LAYER OF 5/8" GYP. BRD. TYPE 'C'"SPECIFIED AT
 BOTTOM OF TYP. WALL SECTION DOESN'T WORK EITHER. FIRST
 OF ALL THIS ASSEMBLY IS FOR A CEILING ASSEMBLY USING
 METAL TRUSSES.
 ON THE OTHER HAND, A CEILING ASSEMBLY CAN'T BE USED
 INTERCHANGEABLE AS A WALL ASSEMBLY AND CEILING
 ASSEMBLY.
  
  
 C) BUILDING CODE INFORMATION.THIS IS NOT R-1
 OCCUPANCY.
  
 D) PROVIDE CALCULATIONS SHOWING HOW THE ROOF DESIGN
 PRESSURES FOR ZONES 1, 2 AND 3 WERRE ACHIEVED.
 INFORMATION SUBMITTED SHOWS:ZONE 1 (FIELD) 32.3 PSF
 ZONE 2 (4' EDGE) -62.8 PSF AND ZONE 3 (4'X4' CORNERS).
 CLARIFY WHY PERIMETER AND CORNER AREAS HAVE THE SAME
 DESIGN PRESSURES AND WHY THE CALCULATED PRESSURES HAVE
 ONLY POSITIVE PRESSURES IN THE FIELD AND NEGATIVE
 PRESSURES ON PERIMETER AND CORNER AREAS.ON THE OTHER
 HAND DESIGN PRESSURESARE TOO LOWSEE REVISED TABLE
 1609.6.2.1(2) OF FBC 2004.
  
 E) FLOOR PLANS CALL FOR EXTERIOR STAIRS TO BE UNDER
 A SEPARATE PERMIT, BUT STAIR PLANS WERE SUBMITTED AND
 ARE PART OF THE CONTRACTORS SCOPE OF WORK DESCRIBED IN
 THE PERMIT APPLICATION.INCLUDE THIS INFORMATION ON
 VALUATION OF PROJECT. CLARIFY/REVISE AS REQUIRED TO
 AVOID CONFLICTS.
  
 4- SHEET A-2 SHOWSINFORMATION FOR NEW ROOF
 UNDERLAYMENT. IT'S NOT CLEAR IF NEW ROOF IS PART OF
 THIS PERMIT OR NOT.OWNER STATED THAT NO ROOF WORK
 WILL BE PERFORMED. ON THE OTHER HAND IF ROOF WORK IS
 REQUIRED, THEN CORRESPONDING PRODUCT APPROVAL IS
 REQUIRED.ALSO, COORDINATE INFORMATION GIVEN ON TYP.
 WALL SECTION.
  
 5- SHEET A-2 SHOWS INFORMATION FOR INTERIOR BEARING
 WALL.SHEET A-1 DOESN'T SHOW WHICH ARE THE INTERIOR
 BEARING WALLS TO BE REPAIRED.
 ALSO, NEED TO KEEP IN MIND THAT TENANT SEPARATION WALLS
 NEED TO BE ONE HOUR FIRE RATED ASSEMBLIES.
  
 6- FOUNDATION NOTES ON SHEET A-2 CALLS FOR 2000 PSF
 SOIL BEARING CAPACITY, WHILE INFORMATION ON SHEET A-1
 CALLS FOR 2500 PSF SOIL BEARING CAPACITY. REVISE AS
 REQUIRED.
  
 7- FLOOR PLANS AND EXTERIOR ELEVATIONS SHOW SOME
 WINDOWS AND DOORS AS EXISTING.THEY ARE NOT EXISTING,
 THEY ARE PART OF THIS SCOPE OF WORK BECAUSE THEY WERE
 INSTALLED WITHOUT PERMIT.
  
 8- STAIRS AND HANDRAILSNED TO COMPLY WITH COMPLETE
 SEC.1009 OF FBC 2004.REVISE TREADS, RISERS,
 OBSTRUCTIONS, HANDRAIL HEIGHT, PROJECTIONS, DIMENSIONS
 ETC.REVISE DRAWINGS AS REQUIRED.
  
 9- HANDRAILS NEED TO COMPLY WITH SEC. 1012 FBC 2004.
  
 10- CLARIFY WHY STAIRS ARE DESIGNED AS ENCLOSED. SEE
 SHEET A-1 OF STAIR DRAWINGS.
  
 11- STAIR DRAWINGS SHOW WINDOWS ON REAR ELEVATION TO BE
 IMPACT GLASS WINDOWS. PROVIDE PRODUCT APPROVALFOR
 IMPACT WINDOWS. SEE ITEM #7 ABOVE.
  
 12-NEED TO PROVIDE NEW RECORDED NOTICE OF
 COMMENCEMENT BECAUSE THE CONTRACTOR WAS CHANGED.
  
 13- THERE ARE 2 DIFFERENT NOA'S SUBMITTED FOR THE
 SINGLE HUNG WINDOWS.ONE IS NOA 02-0723.04 AND THE
 OTHER IS 03-1210.06. PROVIDE ONLY TWO COPIES (REVIEWED
 BY THE ENGINEER OF RECORD) FOR SPECIFIC NOA TO BE
 USED.
  
 ALSO, MAKE SURE DRAWINGS MATCH SPECIFIC PRODUCT
 APPROVAL. EG: INFORMATION SUBMITTED WITH NOA 02-0729.04
 DOES'NT MATCH.
  
 14- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE
 9B-72 (REVIEWED AND APPROVED BY THE ENGINEER OF RECORD)
 FOR:
 A)WINDOW MULLIONS.
  
 B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS/SECTIONS.
  
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561) 805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-02-22 Cont ID  
Sent By jgomez Date 2007-02-22 Time 08:25 Rev Time 2.50
Received By jgomez Date 2007-02-22 Time 07:44 Sent To  
Notes
2007-02-22 09:12:46BUILDING REVIEW THIRD CHECKLIST:
 1- SCOPE OF WORK DESCRIPTION SHOWN ON PERMIT
 APPLICATION DOESN'T MATCH SCOPE OF WORK SHOWN ON PLANS
 SUBMITTED. PERMIT APPLICATION SAYS "INSTALL 5 NEW
 WINDOWS, 1 DOOR, SMALL STUCCO REPAIR AND REPAIR CEMENT
 FOUNDATION".ON THE OTHER HAND PLANS SHOW COMPLETE NEW
 WALLS, REPLACEMENT OF ALL WINDOWS AND DOORS,REPLACING
 WINDOWS FOR DOORS ON SECOND FLOOR, ADDING A NEW LANDING
 AND STAIRWAY FOR NEW DOORS ON SECOND FLOOR. INFORMATION
 ON PERMIT APPLICATION NEEDS TO MATCH PLANS. ALSO,
 REVISE DECLARED PERMIT VALUATION TO REFLECT PROPOSED
 SCOPE OF WORK. INCLUDE ENGINEERING SERVICES. OTHERWISE,
 PERMIT VALUATION WILL BE ESTIMATED AS REQUIRED BY SEC.
 108.3 CITY AMENDMENTS TO FBC 2004.
  
 2- ENGINEER PLANS CALL FOR REPLACEMENT OF WINDOWS ON
 SECOND FOR FOR NEW DOORS. NEED TO PROVIDE COMPLETE
 FRAMING DETAILS FOR NEW DOOR OPENINGS. ALSO, NEED TO
 PROVIDE COMPLETE SECTIONS/DETAILS AND SPECIFICATIONS
 FOR NEW LANDING AND STAIRWAY TO VERIFY COMPLIANCE WITH
 SEC. 1009AND SEC. 1607.7 FBC 2004.
  
 3- PROPOSED STAIRWAY AND LANDING NEED TO BE APPROVED BY
 THE HISTORIC DISTRICT AND ZONING.THIS IS NEW
 INFORMATION AND WAS NOT REVIEWED BY THEM.
  
 4- A) ENGINEER CALCULATIONS FOR WIND PRESSURES DON'T
 MATCH INFORMATION GIVEN ON DRAWING 1.1.CHECK BUILDING
 EXPOSURE AND APPLICABLE ENCLOSURE CLASSIFICATION.
 REVISE AS REQUIRED.
  
 B) ENGINEER TO SIGN AND SEAL EACH SHEET OF ENERGY
 CALCULATIONS AND PROVIDE THE FIRM'S CERTIFICATE OF
 AUTHORIZATION NUMBER AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTES AND SEC. 61G15-23.002 FLORIDA ADMINISTRATIVE
 CODE.
  
  
 5- THERE IS SOME HAND WRITTEN INFORMATION ON DRAWING
 1.1 ON SUPPLEMENTAL FOOTER CONNECTION DETAIL.
 ALTERATIONS OR HANDWRITTEN INFORMATION IS NOT
 ACCEPTABLE. ALL REVISIONS OR ADDITIONAL INFORMATION
 NEEDS TO BE DONE ON THE ORIGINALDRAWINGS, NOT ON THE
 SIGNED AND SEALED COPIES. REVISE AS REQUIRED.
  
 6- ATTACHMENT/FASTENER SPECIFICATIONS TABLE:
 A) REVISE FASTENER SIZE SPECIFIED FOR SOFFIT WIRE
 LATH ATTACHMENT. SEE ASTM C926 AND ASTM C1063 FOR
 CORRECT SIZE.
  
 B) REVISE FASTENER SPACING FOR ROOF ZONE #3 AS
 REQUIRED BY TABLE 2304.9.1 FBC 2004.
  
 C) PROVIDE ONLY THE INFORMATION THAT APPLIES TO THIS
 JOB.
  
 7- NEED TO SPECIFY SAFETY GLASS FOR WINDOWS W2 AND W5
 AS REQUIRED BY SEC. 2406.3 FBC 2004.
  
 8-FLOOR PLANS CALL FOR W2 WINDOWS ON FIRST FLOOR,
 WHILE EXTERIOR ELEVATION CALLS FOR W5 WINDOWS ON FIRST
 FLOOR.REVISE FLOOR PLANS AND ELEVATIONS TO MATCH.
 SAME COMMENT APPLIES TO SECOND FLOOR.
  
 9- FIRST FLOOR PLAN CALLS FOR NEW 2X4 BEARING WALL
 BETWEEN KITCHEN AND BATH. PROVIDE COMPLETE
 DETAIL/SPECS. SEC. 106.1.2 CITY AMENDMENTS TO FBC
 2004.
  
 10- A) PLANS CALL FOR NEW 72"X80" SLIDING GLASS DOOR.
 PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE 9B-72.
 DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING THE
 PRODUCT APPROVAL AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
  
 B) PROVIDE COMPLETE FRAMING DETAIL FOR NEW SLIDING
 GLASS DOOR. SEC. 106.1.2 CITY AMENDMENTSTO FBC 2004
  
 11- ALL PRODUCT APPROVALS NEED TO BE REVIEWED AND
 APPROVED IN WRITING AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.SOME PRODUCT APPROVALS ARE
 MISSING THE REVIEW STAMP. ONLY ONE COPY WAS STAMPED.
 EG; STORM PANELS AND SINGLE HUNG WINDOWS.
  
 12- EXTERIOR WALL OPENING SCHEDULE ON DRAWING 3:
 A) WINDOWS TO COMPLY WITH SEC. 1005 FBC IS THE WRONG
 SEC. SEE FBC 2004 AND REVISE AS REQUIRED.
  
 B) SECOND NOTE CALLS FOR IMPACT RESISTANT WINDOWS.
 PRODUCT APPROVAL SUBMITTED IS FOR NON-IMPACT WINDOWS.
 REVISE AS REQUIRED.
 ALSO, CLARIFY WHY PRODUCT APPROVALS TO BE REVIEWED AND
 SUBMITTED PRIOR TO TIE BEAM INSPECTION .PRODUCT
 APPROVALS NEED TO BE SUBMITTED AT TIME OF PERMIT
 APPLICATION AND THIS IS A WOOD FRAMED HOUSE.
  
 13- ENGINEER TO PROVIDE ENGINEER ANALYSIS SHOWING HOW
 THE SPECIFIED ATTACHMENT OF FRAMED WALL TO FOOTING WILL
 RESIST ALLCALCULATED WIND LOADS. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004.
  
 14- ENGINEER TO READ ATTACHED COPY OF FLORIDA STATUTE
 553.80(2)(B) REGARDING DESIGN PROFESSIONAL DOCUMENTS
 AND PLAN REVIEW FEES.
  
 15- STORM SHUTTERS:
 A) CLARIFY HOW ARE PANELS INSTALLED WITH 3" EDGE
 DISTANCE AT BOTTOM OF PANEL IS WINDOW FRAMING IS ONLY
 3" MAX. (SEE STRUCTURAL DRAWING #2). REVISE AS
 REQUIRED.
  
 B) PROVIDE 2 COPIES OF INSTALLATION SCHEDULE
  
 16- NOTICE OF COMMENCEMENT IS EXPIRED AFTER 90 DAYS IF
 WORK IS NOT COMMENCED. SEE SEC. 713.13 FLORIDA STATUTE.
 NEED RE-RECORDED NOTICE OF COMMENCEMENT.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-11-22 Cont ID  
Sent By jgomez Date 2006-11-22 Time 15:52 Rev Time 1.00
Received By jgomez Date 2006-11-22 Time 07:47 Sent To  
Notes
2006-11-22 16:38:43BUILDING REVIEW 2ND CHECKLIST:
 1- SUBMITTED ENGINEERING PLANSDON'T PROVIDE ALL
 STRUCTURALINFORMATION REQUIRED. SEE RESTORATION
 PROPOSAL LETTER FROM BUILDINGCONTRACTOR. DRAWINGS TO
 INCLUDE:
 * INSTALLATION OF JACKS TO SUPPORT ROOF.
 **CLARIFY WHY THE ROOFNEEDS TO BE SUPPORTED AND
 PROVIDE COMPLETE SPECIFICATIONS FOR STRUCTURAL WORK TO
 BE PERFORMED.
 ***REMOVAL OF 2X6 STUD WALL (NORTH).PROVIDE COMPLETE
 STRUCTURAL SPECS FOR NEW WALL, INCLUDING SHEATHING
 FASTENING SIZE AND SPACING AND STUCCO THICKNESS.
 ****ADDRESS CONCRETE BLOCK CRACKS AND SPECIFIC SPECS
 FOR REPAIRS.
  
 2- ENGINEERED DRAWINGS:
 A) DON'T MATCH KEY PLAN SUBMITTED FOR WINDOW SIZE.
 REVISE EITHER ONE AS REQUIRED TO SHOW ACTUAL
 CONDITIONS.SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 B) CLEARLY IDENTIFY TYPE OF CONSTRUCTION. IS THIS
 TYPE V A OR B?SEE SEC. 602 FBC 2004.
  
 C) REVISE DESIGN CRITERIA REFERENCE. THERE ARE NOT
 SECTIONS R4403.5 ANDR4403.9.
  
 D) NEED TO PROVIDE FIRM'S CERTIFICATE OF
 AUTHORIZATION NUMBER AS REQUIRED BY FLORIDA
 ADMINISTRATIVE CODE SEC. 61G15-23.002.
  
 E) SPECIFY HOW ARE EXISTING JOISTS FASTENED TO NEW
 FOOTING. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 F) SPECIFY HOW MUCH EMBEDMENT IS REQUIRED FOR NEW
 1/2" WEDGE ANCHORS SPECIFIED ON SUPPLEMENTAL FOOTING.
 SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 3- REVISE ENGINEER DESIGN PRESSURES CALCULATIONS:
 A) IMPORTANCE FACTOR AND CATEGORY ARE INCORRECT. SEE
 ASCE-02 FOR CORRECT INFORMATION ACCORDING TO BUILDING
 TYPE.
  
 B) IDENTIFY EACH WINDOW AND DOOR OPENING WITH
 CORRESPONDING DESIGN PRESSURES. ALSO, IDENTIFY IF
 OPENING IS LOCATED AT END OR INTERIOR ZONE. SEC. 1609
 FBC 2004 AND SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004.
  
 C) NEED TWO COPIES WITH ENGINEER'S ORIGINAL SEAL AND
 SIGNATURE AND DATE AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTES. ONLY ONE PROVIDED.
  
 D) NEED TO PROVIDEENGINEERING FIRM CERTIFICATE OF
 AUTHORIZATION NUMBER AS REQUIRED BY FLORIDA
 ADMINISTRATIVE CODE SEC. 61G15-23.002.
  
 E) NEED ENGINEER'SNAME AS REQUIRED BY F.A.C. SEC.
 61G15-23.002.
  
 4- STORM SHUTTERS:
 A) PROVIDE KEY PLAN AND COMPLETE INSTALLATION
 SCHEDULE. SEE ATTACHED COPY AND PROVIDE ALL SPECIFIC
 INFORMATION FOR PROPOSED INSTALLATION. SEC. 106.1.2
 CITY AMENDMENTS TO FBC 2004.
  
 5- PROVIDE PRODUCT APPROVAL FOR ALL SIMPSON OR USP
 CONNECTORS IF THEY ARE SPECIFIED ON ENGINEERING PLANS.
 ***AND ENGINEER TO REVIEW AND APPROVE THEM AS REQUIRED
 BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004.
  
 6- OWES $1733.46 FOR 4X FEE FOR WORK WITHOUT PERMIT RED
 TAG.
  
 7- NEED TO APPLY FOR PERMITS FOR THE OTHER TRADES AS
 REQUIRED.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-11-08 Cont ID  
Sent By jgomez Date 2006-11-08 Time 15:12 Rev Time 1.00
Received By jgomez Date 2006-11-08 Time 14:27 Sent To  
Notes
2006-11-08 15:51:59BUILDING REVIEW CHECKLIST:
  
 1- NEED RECORDED NOTICE OF COMMENCEMENT AS REQUIRED BY
 SEC. 713.13 FLORIDA STATUTES.
  
 2- PROVIDE COMPLETE ENGINEERING PLANS SHOWING ALL
 PROPOSED WORK. FOLLOW FBC 2004 AND FLORIDA RESIDENTIAL
 CODE 2004 RESPECTIVELY. LETTER FROM FLAHERTY ASSOCIATES
 INC., ENGINEERING FIRM, ONLY STATES THAT THEY WERE
 RETAINED TO DO THE DRAWINGS.PLAN REVIEW CAN'T BE
 PERFORMED IF DRAWINGS ARE NOT SUBMITTED FOR REVIEW.
  
 3- PROVIDE KEY PLAN SHOWING SIZE OF WINDOWS TO VERIFY
 BEDROOM'S EGRESS REQUIREMENTS. SEC. R310.1 2004 FLORIDA
 RESIDENTIAL CODE AND SEC. 505.1 OF 2004 EXISTING
 BUILDING.
  
 4- STORM SHUTTERS:PROVIDE KEY PLAN AND COMPLETE
 INSTALLATION SCHEDULE. SEC. 106.1.2 CITY AMENDMENTS TO
 FBC 2004. SEE ATTACHED INSTALLATION SCHEDULE CITY
 SAMPLE AND PROVIDE ALL REQUIRED INFORMATION.
  
 5- PROVIDE 2 COPIES OF PRODUCT APPROVAL AS REQUIRED BY
 RULE 9B-72 FOR:
 A) STORM SHUTTERS. ONLY ONE COPY SUBMITTED.
 B) SINGLE HUNG WINDOWS. ONLY ONE COPY SUBMITTED.
 ***NOTE: DRAWING FROM AMERICAN CRAFTSMAN WINDOWS IS NOT
 A PRODUCT APPROVAL. NEED TO PROVIDE COMPLETE PRODUCT
 APPROVAL IF USING THIS TYPE OF WINDOW.
 C) DOORS. NONE SUBMITTED.
 D) ALL SIMPSON OR USP STRUCTURAL CONNECTORS
 SPECIFIED ON THE ENGINEER'SPLANS.
  
 6- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL PRODUCT APPROVALS AS REQUIRED BY SEC. 106.3.3 CITY
 AMENDMENTS TO FBC 2004.
 ***NOTE; REQUIREMENT IS TO REVIEW AND APPROVE IN
 WRITING NOT SIGN AND SEAL THEM.
  
 7- THERE WAS SOME CONSTRUCTION GOING ON WITHOUT PERMIT.
 CONTRACTOR WAS RED TAGGED ON 10/30/06 BY INSPECTOR FOR
 4X PERMIT FEES.SEE ATTACHED COPY. OWES $1733.46. THIS
 INCLUDES 4X PERMIT FEES PLUS UPDATED VALUATION.
 CONTRACTOR LETTER STATES WORK TO BE PERFORMED FOR
 $27,300 NOT 23,000.
 ***NOTE:APPLY FOR PLUMBING , ELECTRICAL, MECHANICAL
 AND ROOFING PERMITS IF SUCH WORK IS GOING TO BE
 PERFORMED.
  
 8- ACCORDING TO CONTRACTOR'S SCOPE OF WORK LETTER THERE
 WILL BE 2 COATS OF STUCCO APPLIED.NEED TO PROVIDE 3
 COATS AS REQUIRED BY SEC. 7.1.6 AND TABLE 1 OF ASTM
 C-926.SEE TABLE 1 ON ASTM C-926 FOR TOTAL THICKNESS
 REQUIRED.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-05-18 Cont ID  
Sent By adarroug Date 2007-05-18 Time 08:29 Rev Time 0.00
Received By adarroug Date 2007-05-18 Time 08:29 Sent To B
Notes
2007-05-18 08:29:39TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-02-06 Cont ID  
Sent By adarroug Date 2007-02-06 Time 14:43 Rev Time 0.00
Received By adarroug Date 2007-02-06 Time 14:43 Sent To B
Notes
2007-02-06 14:43:27TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-11-21 Cont ID  
Sent By adarroug Date 2006-11-21 Time 16:24 Rev Time 0.00
Received By adarroug Date 2006-11-21 Time 16:22 Sent To B
Notes
2006-10-24 12:59:20TO "JGOMEZ" DESK/RESUB


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