Plan Review Details - Permit 04110234
Plan Review Stops For Permit 04110234
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2005-03-29 Cont ID  
Sent By jwitmer Date 2005-03-29 Time 15:18 Rev Time 0.00
Received By jwitmer Date 2005-03-29 Time 13:45 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2005-03-02 Cont ID  
Sent By jwitmer Date 2005-03-02 Time 12:42 Rev Time 2.22
Received By jwitmer Date 2005-03-02 Time 12:42 Sent To PC
Notes
2005-03-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110234
 ADD: 1019 WINDSOR AVE
 CONT: INTEGRITY BUILDING CONT
 TEL: (561)841-1666
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) 2ND REQUEST,COMMENT # 2 FROM THE
 PREVIOUS REVIEW, FL BLD CODE 1804.2.2
 QUESTIONABLE SOILS, WHERE THE BEARING
 CAPACITY IS NOT DEFINETLY KNOWN OR IS IN
 QUESTION. WHERE THE BEARING CAPACITY OF
 THE SOIL IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION THE BUILDING OFFICIAL MAY
 REQUIRE EXPLOR ATIONS, TEST OR OTHER
 ADEQUATE PROOF AS TO THE PERMISSIBLE
 SAFE BEARING CAPACITY. REQUIRED TEST AND
 RECOMMENDA- TIONS SUBMITTED TO VERIFY
 BEARING CAPA- CITY SHALL BE CERTIFIED BY
 A GEOTECH- NICALREPORT FROM A DESIGN
 PROFESSIONAL PROPERLY LICENSED IN THE
 STATE OF FLORIDA.
  
 3) ROYAL WALL:SITE SPECIFIC ENGINEERING,
 COMMENT # 11 FROM THE
 PREVIOUS REVIEW, SEE ATTACHMENT SHEET
 FOR REQUIREMENTS FOR ROYAL WALL.
 REQUIRED SUBMITTALS:
 A) ALL REQUIRED SUBMITTALS FOR SINGLE
 FAMILY STRUCTURES ALONG WITH ENGINEERED
 PLANS( SIGNED & SEALED PLANS) NOT COPY
 OF SIGNATURE, SHOP DRAWINGS INCLUDING
 ENGINEERING CALCULATIONS.
 B) LETTER FROM A LICENSED THRESHOLD
 INSPECTOR STATING THAT AN INSPECTION
 WILL BE MADE AT THE MANUFACTURED SITE OF
 THE JOB SPECIFIC COMPONENTS TO VERIFY
 CONSTRUCTION COMPLIANCE OF THE
 COMPONENTS WITH THE ENGINEERED DESIGN.
  
 DURING CONSTRUCTION SUBMITTALS:
 1) CERTIFICATE OF COMPLIANCE AFFIDAVIT
 FROM THE THRESHOLD INSPECTOR THAT, TO
 THE BEST OF HIS/HER KNOWLEDGE AND
 BELIEF, THE OFF-SITE CONSTRUCTED
 COMPONENTS OUTLINED HEREIN AND INSPECTED
 UNDER HIS/HER AUTHORITY HAVE BEEN
 COMPLETED IN CONFORMANCE WITH THE
 APPROVED PLANS, SHOP DRAWINGS AND
 ENGINEERING.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2004-12-02 Cont ID  
Sent By jwitmer Date 2004-12-02 Time 09:09 Rev Time 3.50
Received By jwitmer Date 2004-12-02 Time 09:08 Sent To PC
Notes
2004-12-02 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04110234
 ADD: 1019 WINDSOR AV
 CONT: INTEGRITY BUILDING CONT
 TEL: (561)841-1666
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL
 LETTER
 LISTING THE ORIGINAL REVIEW COMMENT
 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR
 SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE
 FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN
 QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE
 EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 3) PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL
 J)
 AS REQUIRED BY THE 2001 FLORIDA ENERGY
 EFFICIENTCY CODE FOR BUILDING CONSTRUC-
 TION.
 4) SHEET A.1 NOTES LISTED UNDER PLYWOOD
  
 ROOF SHEATHING, (D) HIGH RIB LATH
 NAILINGSHALL COMPLY WITH, 2504.2.2.
 2504.2.2 INSTALLATION OF EXTERIOR
 LATHING AND FRAMING SHALL COMPLY WITH
 ASTM C-1063.(7.10.2.3) EXPANDED 3/8"
 RIB
 LATH SHALL BE ATTACHED TO HORIZONTAL
 FRAMING MEMBERS WITH NAILS OR STAPLES
 TO
 PROVIDE AT LEAST 1 3/4" PENETRATION
 INTO
 THE WOOD FRAMING MEMBER, 3/4" INTO
 VERTICAL WOOD FRAMING MEMBERS.
 7.10.1.1RIB LATH SHALL BE ATTACHED
 TO FRAMINGMEMBERS AT EACH RIB
 (4") O.C.5)
  
 5) SHEET A.1 WOOD NOTES INDICATE THAT
 THE WOOD TRUSSES ARE TO BE REVIEWED BY
 THE DESIGNER OF RECORD BEFORE
 FABRICATION. THIS ALSO HOLD TRUE FOR
 THE
 BUILDING DEPARTMENT, PLEASE HAVE THE
 DESIGNER OF RECORD REVIEW AND DOCUMENT
 BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT.
  
 6) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) FRENCH DOORS IF REPORT JELD-WEN IS
 TO BE USED , HIGHLIGHT THE PRODUCT AND
 MODEL DESCRIPTION, TO IDENTIFY THE
 LIMITS OF USE.
  
 7) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED, THE
 STORM SHUTTER REPORT SUBMITTED,
 HIGHLIGHT THE CONNECTION TYPES TO BE
 USED. ALSO HIGHLIGHT THE ANCHORS TO BE
 USED, AND THE TYPE OF STRUCTURE, USE
 **CONCRETE**.
  
 8) SHEET A.3 TRUSS ANCHOR SCHEDULE,
 SCHEDULE INDICATE THE USE OF SIMPSON &
 USP BUT THE SCHEDULE DOESN'T INDICATE
 IF THE REFRENCEED STOCK NUMBER IS USP OR
  
 SIMPSON, SOME ARE BOTH WITH DIFFERENT
 VALUES.
 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.
 UNTIL THE MANUFACTURER IS KNOWN THE
 VALUES WILL NOT BE REVIEWED, REMEMBER:
 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.
  
  
 9)1503.4.4 PROTECTION AGAINST DECAY &
 TERMITES. CONDENSATE LINES & ROOF DOWN
 SPOUTS SHALL DISCHARGE AT LEAST 1 FT.
 AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EX-
 TENSIONS, OR SPLASH BLOCKS.
  
 10) ALL INFORMATION, DRAWINGS, SPECIF-
 ICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE
 PERSON RESPONSIBLE FOR THE DESIGN.
 CITY AMENDMENTS 104.2.1
  
 11) SEE THE ATTACHED SHEET FOR REQUIRE-
 MENTS FOR ROYAL WALL PRODUCTS.
  
 12) 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.
  
 13) CALCULATED VALUE:
 A/C AREA 1224 SQ FT X $76.96=$94,199.04
 NON AREA91 SQ FT X $41.60=$ 3,785.60
 TOT AREA 1315 SQ FTTOTAL$97,984.64
  
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2005-02-22 Cont ID  
Sent By dpalmer Date 2005-02-22 Time 18:02 Rev Time 0.25
Received By dpalmer Date 2005-02-22 Time 17:55 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2004-11-12 Cont ID  
Sent By dpalmer Date 2004-11-12 Time 21:32 Rev Time 0.25
Received By dpalmer Date 2004-11-12 Time 21:18 Sent To M
Notes
2004-11-12 00:00:00************ UNSAT ***************
  
  
 1)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW SERVICE EQUIPMENT BEING INSTALL-
 ED. MAINS/BRKRS AND PANELS ARE ALL TO BE
 RATED FOR THE AVAILABLE FAULT CURRENT.
 PER 110.9/215.5
  
 2)NOTE: PLEASE SEE OCP SHOWN FOR 5KW
 HEAT IS 50A'S ? PLEASE VERIFY.
 PLEASE ALSO VERIFY ONLY 5KW HEAT FOR A
 HOUSE THIS SIZE. PLEASE SEE MECH FOR ANY
 COMMENTS.
  
 3)NOTE: PLEASE SEE PLAN MENTIONS " PER
 PALM BEACH COUNTY" JOB IS IN CITY OF
 WEST PALM BEACH.
  
 4)NOTE: PLEASE SEE RISERINDICATES
 METER AND OVERHEAD SERVICE PER CWPB??
 PLEASE CLARIFY THIS?
 CITY OF WPB DOES NOT SUPPLY EITHER.
  
 5)NOTE: PLEASE SEE FBC 104.2.1 WHICH
 REQUIRES PLANS TO HAVE PRINTED NAME AND
 SIGNATURE IF PERSON RESPONSIBLE FOR
 PLANS.
  
 PLEASE REMOVE ALL OLD/VOIDED SHEETS AND
 ONLY INSERT NEW REVISED SHEETS INTO
 COMPLETE SETS FOR REVIEW AND STAMPING.
 ONE COPY OF OLD SHEETS SHOUL BE
 SUBMITTED FOR REFERENCE ONLY.
  
  
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2005-03-23 Cont ID  
Sent By adarroug Date 2005-03-23 Time 15:21 Rev Time 0.00
Received By adarroug Date 2005-03-23 Time 15:21 Sent To B
Notes
2005-03-23 00:00:00TO "JWITMER"DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2005-02-18 Cont ID  
Sent By adarroug Date 2005-02-18 Time 09:52 Rev Time 0.00
Received By adarroug Date 2005-02-18 Time 09:52 Sent To E
Notes
2005-02-18 00:00:00TO DPALMER DESK/RESUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-02-10 Cont ID  
Sent By mjacobs Date 2005-02-10 Time 16:35 Rev Time 0.00
Received By mjacobs Date 2005-02-10 Time 16:35 Sent To Z
Notes
2005-02-10 00:00:00TO "Z" BOX/RESUB.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2004-12-02 Cont ID  
Sent By jwitmer Date 2004-12-02 Time 11:10 Rev Time 3.75
Received By jwitmer Date 2004-11-12 Time 16:35 Sent To PC
Notes
2004-11-12 00:00:00TO SFD RACK/E
2004-11-04 00:00:00TO Z
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2005-02-28 Cont ID  
Sent By prafter Date 2005-02-28 Time 08:37 Rev Time 0.50
Received By prafter Date 2005-02-28 Time 08:37 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2004-11-18 Cont ID  
Sent By drunnels Date 2004-11-18 Time 14:58 Rev Time 1.00
Received By drunnels Date 2004-11-18 Time 13:37 Sent To P
Notes
2004-11-18 00:00:00NO ENERGY CAULK,S . PAT RAFTER 805
 6719
Review Stop P PLUMBING
Rev No 2 Status P Date 2005-02-26 Cont ID  
Sent By jleech Date 2005-02-26 Time 07:07 Rev Time 0.33
Received By jleech Date 2005-02-26 Time 07:07 Sent To M
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2004-11-22 Cont ID  
Sent By kstevens Date 2004-11-22 Time 06:36 Rev Time 0.25
Received By kstevens Date 2004-11-22 Time 06:36 Sent To B1
Notes
2004-11-22 00:00:00DENIED
 REFERENCE: FBC-2001 CHAPTER 1
  
 1) SECTION 104.2.1 SIGNATURE REQUIRED
 FOR PERSON RESPONSIBLE FOR DESIGN OF
 PLANS.
  
  
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 2 Status P Date 2005-02-17 Cont ID  
Sent By mmclean Date 2005-02-17 Time 18:54 Rev Time 0.00
Received By mmclean Date 2005-02-17 Time 18:54 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2004-11-12 Cont ID  
Sent By mmclean Date 2004-11-12 Time 13:57 Rev Time 0.00
Received By mmclean Date 2004-11-12 Time 13:57 Sent To I
Notes
2004-11-12 00:00:00NOTE: DENIED, NEED TO REDUCE THE WIDTH
 OF DRIVEWAY.MUST HAVE 1000SQ FT OR 75%
 WHICHEVER IS LESS OF LANDSCAPE IN THE
 FIRST 25FT FRONT SETBACK.CALLED CONTR
 4X PHONE LINE BUSY MM


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