Plan Review Details - Permit 03022336
Plan Review Stops For Permit 03022336
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-06-06 Cont ID  
Sent By jwitmer Date 2003-06-06 Time 11:07 Rev Time 2.22
Received By jwitmer Date 2003-06-06 Time 10:37 Sent To  
Notes
2003-06-06 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03022336
 ADD: 360 GREGORY ROAD
 CONT: TREND WEST INC
 TEL: (561)358-8817
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: REVIEWED/ PROVISO
  
 1) 1707.4.4.2 TAPERED BUCKS:
 SHALL EXTEND BEYOND THE INTERIOR FACE
 OF THE WINDOW OR DOOR FRAME SUCH THAT
 FULL SUPPORT OF THE FRAME IS SUPPORTED.
  
 2)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE
 FOOR FRAMING INSPECTION.HIGH VALUES FOR:
 TA-18R
 (2) TA 18R
  
 3) ALL OPENINGS TO BE LARGE MISSLE
 IMPACT GLAZING, IF CONTRACTOR WISHES TO
 USE NON-IMPACT RATED GLAZING STORM
 SHUTTERS UNDER A SEPERATE PERMIT WILL
 BE REQUIRED BEFORE A CERTIFICATE OF
 OCCUPANCY WILL BE ISSUED.
  
 JIM WITMER
 (561) 659-8096 X 8412
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-05-22 Cont ID  
Sent By btrobaug Date 2003-06-03 Time 17:01 Rev Time 1.25
Received By jwitmer Date 2003-05-22 Time 08:18 Sent To  
Notes
2003-05-22 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03022336
 ADD: 360 GREGORY RD
 CONT: TREND WEST
 TEL: (561)358-8817
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTION: DENIED
  
 1)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.
  
 2)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
  
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
  
 PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 4)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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 PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 5) THE REVISD TRUSS ANCHOR SCHEDULE IN-
 DICATES THE USE OF USP PRODUCTS, THESE
 PRODUCTS ARE NOT REPRESENTED IN THE 2003
 CATALOG, SOME OF THESE ITEMS ARE REFLECT
 ED ON THE PRODUCTS BEING DISCONTINUED,
 NOLONGER IN THE CATALOG AND THEREFORE
 THE REDUCED VALUES ARE NOT GIVEN.
 1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREAS IN ALLOWABLE STRESS SPE
 CIFIED IN THE MATERIALS SECTIONS OF THIS
 CODE OR A REFRENCED STANDARD SHALL NOT
 BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23.
  
 6)FBC 13-103.1.2 BEFORE A BUILDING
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORMS SHALL BE
 SIGNED BY THE BUILDING OWNER, THE
 OWNER'S ARCHETECT OR OTHER AUTHORIZED
 AGENT LEGALLY DESIGNATED BY THE OWNER.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-01 Cont ID  
Sent By kstevens Date 2003-05-21 Time 12:38 Rev Time 3.75
Received By jwitmer Date 2003-04-01 Time 08:19 Sent To  
Notes
2003-04-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 03022336
 ADD: 360 GREGORY RD
 CONT: TREND WEST INC
 TEL: (561)358-8817
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ACTIOIN: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
 MISSING FORM 600 B, CLIMATE ZONE 9.
  
 3)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-1:
 A) COLUMN #1, AT FAMILY ROOM NEXT TO
 EXISTING BUILDING, SHOULD BE
 COLUMN #5?
 B) (4) BAR COLUMN BETWEEN OFFICE AND
 PORCH, NO IDENTYING MARKING?
 C) COLUMN SCHEDULE, RE: HOOPS,
 2102.1 ENGINEERED DESIGN, ENGINEERED
 MASONARY SHALL CONFORM TO THE RE-
 QUIREMENTS OF ACI 530 (5.9.1.6)
 LATERAL TIES(B) VERTICAL SPACING
 SHALL NOT EXCEED 16 LONGITUDINAL
 BAR DIA.
  
 4)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.
  
 5)1606.1.4(1) IN WIND BORNE DEBRIS
 REGIONS, EXTERIOR GLAZING THAT RECEIVES
 POSITIVE PRESSURE IN BUILDINGS SHALL BE
 ASSUMED TO BE OPENINGS UNLESS SUCH
 GLAZING IS IMPACT RESISTANT OR PROTECTED
 WITH AN IMPACT RESISTANT COVERING MEET-
 ING THE REQUIREMENTS OF SSTD 12, ASTM
 E 1886 AND ASTM E 1996 OR MIAMI-DADE.
 1) GLAZED OPENINGS LOCATED WITHIN 30 FT
 OF GRADE SHALL MEET THE REQUIREMENTS OF
 LARGE MISSLE TEST.
 FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.MISSING REPORTS:
 A) MULLIONS
  
 6)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 7)1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
  
 8) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
 FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 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 PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE. SAMPLE ATTACHED.
  
 9) WINDERS 1007.8.1 MINIMUM 6" TREAD
 DEPTH.
  
 10) 3401.7.1.2. WHERE TH EXISTING BUILD-
 ING AND THE ADDITION ARE NOT SEPERATED
 BY A FIRE WALL AND THE AREA OF THE ADDI-
 TION IS 25% OR MORE OF THEEXISTING
 BUILDING, THE EXISTING BUILDING AND THE
 ADDITION SHALL BE MADE TO COMPLY WITH
 ALL REQUIREMENTS OF THIS CODE FOR A
 BUILDING OF AREA EQUAL TO THE COMBINED
 AREA OF THE ADDITION AND EXISTING BUILD-
 ING.
 EXCEPTION: EXISTING BUILDINGS SHALL NOT
 BE REQUIRED TO BE UPGRADED TO THE
 STRUCTURAL REQUIREMENTS OF THE CODE IN
 EFFECT ON THE DATE OF APPLICATION OF THE
 PERMIT FOR THE ADDITION.
  
  
 A) 11-4.22.2 DOORS, FIRST FLOOR AT
 LEAST ONE BATHROOM DOOR IS REQUIRED TO
 HAVE 29" CLEAR OPENING.
 B) CHECK BEDROOMS 1&2 FOR EMERGENCY
 EGRESS WINDOWS.
 C) CHECK EXISTING BUILDING FOR MINIMUM
 INSULATION UNDER ENERGY CODE.
 D) PLUMB, MECH & ELEC REQUIREMENTS BY
 SEPERATE REVIEWS.
  
 11) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 MISSING POSITIVE/ NEGATIVE PRESSURES ON
 1ST & 2ND FLOOR DOOR OPENINGS.
  
 12)FL BLD CODE 2405.2 HAZARDOUS LOCATION
 PROVIDE SAFETY GLASS FOR THIS LOCATION:
 A) MASTER BATH TUB
 B) BATH 3/4
  
 13) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY, SHEET A-3 VS A-4, A-4 MISS-
 ING EXT DOOR @ ATTIC ACCESS.
  
 14)1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
 LIST COMPANY NAME FOR THE TRUSS
 ANCHOR TIE DOWN, ANCHOR SCHEDULE LIST
 SEMCO PRODUCTS, BOUGHT OUT IN 1999.THERE
 PRODUCT NUMBERS NO LONGER AVAIBLE. USE
 CURRENT USP PRODUCT CATALOG, 1609.4(1-3)
 BE AWARE OF ALLOWABLE LOAD REDUCTIONS!!
 SAME REDUCTION FOR SIMPSON PRODUCTS.
 STEEL NO LONGER ALLOWABLE INCREASE,
 SEE ATTACHMENT USP.
  
 15) SEE SHEET A-5 NAILING SCHEDULE,
 NOTE #3. INDICATES THE USE OF NAIL SIZE
 .113X21/8"= 6D COMMON.
 COUNTY AMENDMENTS TABLE 2306.1 REQUIRES
 A 8D (.131X21/2")=< 25' MEAN ROOF HEIGHT
  
 16) SHEET A-5 COLUMN HEAD DETAIL, INDICA
 TES THE USE OF A STRAP WELDED TO A STEEL
 COLUMN HEAD. WRITTEN APPROVAL FROM THE
 MANUFACTURERS ENGINEER (USP OR SIMPSON).
  
 17) SHEET A-7 2 STORY DETAIL, FLOOR
 TRUSSES, FIRE CUT 2305.4.
  
 18) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A-5 VS A-7 NOTES INDICATE FLOOR
 TRUSSES TO BE BOTH TOP AND BOTTOM
 CHORD BEARING? WHICH?
  
 19)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW 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
 BUILDING PLAN REVIEW
 TEL: (561)659-8096 X 8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2003-06-03 Cont ID  
Sent By btrobaug Date 2003-06-03 Time 17:01 Rev Time 0.50
Received By btrobaug Date 2003-06-03 Time 15:56 Sent To B
Notes
2003-06-03 00:00:00TO JIM W./WRT.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-05-16 Cont ID  
Sent By dpalmer Date 2003-05-16 Time 08:59 Rev Time 1.00
Received By dpalmer Date 2003-05-16 Time 08:59 Sent To P
Notes
2003-05-16 00:00:00************** UNSAT ******************
  
 PLEASE NOTE, SOME NOTES FROM FIRST
 REVIEW STILL NEED TO BE ADDRESSED.
 PLEASE ALSO NOTE, DUE TO CHANGES MADE
 FROM COMMENT FROM FIRST REVIEW, THERE
 ARE NOW ADDTIONAL COMMENTS.
  
 1)NOTE: PLEASE CORRELATE RISER DIAGRAM
 AND PANEL SCHEDULE. RISER SHOWS 200A
 PANEL AND PANEL IS SHOWN AS 150A.?
  
 2)NOTE: PLEASE SEE 110-26 FOR CLEARENCE
 REQ`MENTS ABOUT ELECTRICAL EQUIPMENT.
 PLEASE ALSO SEE 384-7,8
 PANEL SCHEDULE MENTIONS ON UPPER LEFT-
 HAND CORNER THAT PANEL LOCATION IS IN
 GARAGE AND PLAN SHOWS CLOSET? PANEL DOES
 NOT MEET 110-26 FOR CLEARENCE, 3FT OUT
 AND 30" WIDE. AND IN CLOSET.
  
 3)NOTE: PLEASE SEE RECEPT SPACING ALONG
 KITCHEN COUNTERSPACE. PLEASE SEE 210-52,
 C-1.
  
 4)NOTE: PLEASE SEE 210-52 FOR OUTLET
 SPACING THROUGH-OUT HOUSE, THERE ARE
 A COUPLE MISSING. 2' OF WALL SPACE AND
 UPPER LEVEL ALSO.
  
 PLEASE SEE LETTER ATTACHED FOR DESIGNER
 OF RECORD. REQ`D BY FS 553.80(2)(B)
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
 PLEASE TAKE OUT OLD/VOIDED SHEETS AND
 INSERT NEW INTO TWO COMPLETE SETS FOR
 REVIEW AND STAMPING. OLD SHEETS MAY BE
 PUT IN ONE SEPARATE SET FOR REF.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-03-18 Cont ID  
Sent By shernand Date 2003-05-15 Time 09:49 Rev Time 1.00
Received By btrobaug Date 2003-03-17 Time 16:52 Sent To P
Notes
2003-03-18 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATION MAKE ANY NECESSARY
 CORRECTION TO PLANS AND RESUBMIT FOR
 REVIEW.
  
 1}THE GROUNDING ELECTRODE CONDUCTOR
 SHOULD BE #4CU PER 210-66,THE RISER
 DIAGRAM SHOWS #6.
  
 2}THE #1/0 FEEDERS SHOWN ON THE RISER
 ARE NOT SUFFICIENT FOR A 200 AMP
 SERVICE. TABLE 310-15(B)(6).
  
 3} PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 4} PLEASE NOTE KITCHEN COUNTERTOP
 RECEPTACLES MUST MEET 210-52.
  
 5} PANEL "A" MUST HAVE CLEARANCES PER
 110-26.
  
 6} MASTER BEDROOM SPACING MUST COMPLY
 WITH 210-52,PLEASE CHECK SPACING.
  
 7} SMOKE DETECTORS ARE REQUIRED
 INSIDE AND OUTSIDE ALL SLEEPING ROOMS.
 ALSO ON EACH LEVEL OF A MULTI-LEVEL
 DWELLING UNIT. ROOMS WITH BATHS AND OR
 CLOSETS ARE CONSIDERED SLEEPING ROOMS.
 PER NFPA-72 2-2.1.1.1.
 IN THE VICINITY OF BEDROOMS AND CLOSE
 PROXIMITY OF STAIRWAYS. 2-5.2.1.3
 3'FT FROM BATHS/KITCHENS.2-5.2.1.6
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELELCTRICAL PLAN REVIEW
 561/659-8096 EXT.8392
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-01-24 Cont ID  
Sent By adarroug Date 2007-01-24 Time 15:19 Rev Time 0.00
Received By adarroug Date 2007-01-24 Time 15:19 Sent To B
Notes
2007-01-24 15:19:49TO "JWITMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-15 Cont ID  
Sent By shernand Date 2003-05-15 Time 09:49 Rev Time 0.00
Received By shernand Date 2003-05-15 Time 09:49 Sent To E
Notes
2003-05-15 00:00:00DP DESK, RESUB, BT ON VACATION.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-02-28 Cont ID  
Sent By btrobaug Date 2003-02-28 Time 17:08 Rev Time 0.00
Received By btrobaug Date 2003-02-28 Time 17:08 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2003-03-19 Cont ID  
Sent By kstevens Date 2003-03-18 Time 09:35 Rev Time 0.25
Received By pkrauss Date 2003-03-19 Time 06:47 Sent To B
Notes
2003-03-19 00:00:00NO MECHANICAL PLANS SUBMITTED FOR
 REVIEW.ENERGY & MANUAL J CALCULATIONS
 SUBMITTED.
  
 FAN SHUTDOWN MAY BE REQUIRED SHOULD
 AIR INTERMIX.
  
 PROGRAMMABLE T-STAT REQUIRED AS PER
 THE ENERGY CALCS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-05-21 Cont ID  
Sent By kstevens Date 2003-05-21 Time 12:38 Rev Time 0.33
Received By kstevens Date 2003-05-21 Time 12:38 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-03-18 Cont ID  
Sent By dpalmer Date 2003-05-16 Time 08:59 Rev Time 0.33
Received By kstevens Date 2003-03-18 Time 09:35 Sent To M
Notes
2003-03-18 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
  
 1) SHT A-1 PLUMBING SANITARY RISER DIA-
 GRAM. SECOND FLOOR BATHROOM SHALL NOT
 DRAIN PASE WASH MACHINE. SECTION 908.3 -
 PIPE SIZE TO DOUBLE LAV SHALL BE 2",
 SECTION 704.2. - NO HORIZONTAL DRY VENTS
 SECTION 905.3, (WASH BOTTOM OF VENT WITH
 W/C). - SEE RED LINE CHANGES FOR INFO.
 PLEASE RESUBMIT WITH CORRECTIONS.
  
 REVIEW BY KEN STEVENS
 (561) 659-8096 EXT 8377
Review Stop Z ZONING
Rev No 1 Status P Date 2003-03-04 Cont ID  
Sent By btrobaug Date 2003-02-28 Time 17:08 Rev Time 0.00
Received By sgraham Date   Time   Sent To P
Notes
***NONE***


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