Plan Review Notes
Plan Review Notes For Permit 04021372
Permit Number 04021372
Review Stop B
Sequence Number 1
Notes
Date Text
2004-03-31 00:00:00BUILDING PLAN REVIEW
 PERMIT:04021372
 ADD: 980 MARINA DEL RAY LANE
 CONT: WCI
 TEL: (561)775-2120
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 2 STORY/ 6 UNIT
  
 2ND REVIEW
  
 ACTION: DENIED
  
 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.
 PLEASE!!!!!!!!!!!!!!! ON FUTURE REVIEWS
 ON YOUR TRANSMITTAL INDICATE WHERE THE
 REVISIONS HAVE BEEN MADE, NOT SEE STRUCT
 URAL. SECOND INDICATE WITH A CLOUD OR
 DELTA WHERE THE REVISIONS ARE MADE. THIS
 WILL TRUELY EXPEDITE YOUR PERMIT!!!!!!!!
  
 1) SHEET S-2 DETAIL# 1, THERE IS NO
 SCHEDULE FOR TB-1 OR B1 AS INDICATED 2ND
 FLOOR FRAMING PLAN.
  
 2) SECOND REQUEST, S-3TRUSS PLAN DOES
 NOT INDICATE THE TRUSS LOADS, VERTICAL,
 HORIZONTAL AND GRAVITY LOADS. RESPONCE:
 PLEASE TRUSS SHOP DRAWINGS FOR LOADS.
 THERE WAS NO TRUSS SHOP DRAWINGS SUB-
 MITTED.
  
 3) SECOND REQUEST: S-2 MASONARY WALLS
 ARE DESIGNATED AS MW-1, S-4 MASONARY
 WALL SCHEDULE IS #5@48"0.C., NO INFORMA-
 TION ABOUT WINDOWS OR CORNERS?
 RESPONCE SEE STRUCTURAL PLANS. WHERE????
  
 4) 2ND REQUEST: GARAGE BEAMS DO NOT GIVE
 IF LENTELS ARETO BE USED? WHAT ARE THE
 ALLOWABLE SAFE LOADS? RESPONCE: PLEASE
 SEE STRUCTURAL PLANS.WHERE?????????????
 THERE IS NO LENTAL SHEET WITH LOADING
 TABLES???????????????????????????
  
 5) 105.3 CITY ADMINISTRATIVE CODE,
 RESIDENT INSPECTOR REQUIRED.
 CONTACT HAROLD PISKURA @ 805-6711 FOR
 ADDITIONAL INFORMATION.
  
 6) PROVIDE A SITE PLAN TO BE ABLE TO VER
 IFY TABLE 600 ISSUES. TO CALCULATE TABLE
 600 ISSUES, ALLOWABLE OPENING SIZES.
 HIGHLIGHT WHICH BUILDING IS TO BE PERMIT
 ED UNDER THIS PERMIT.
  
 7) 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 I
 S NOT DEFINITEY 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 P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 8)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.
  
 9) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 10)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.
  
 11) WHEN PLANS ARE DEFICIENT OF INFORMA-
 TION AND THE CODE SECTION IS QUOTED THE
 PLAN NEEDS TO GIVE THIS INFORMATION NOT
 QUOTE THE SECTION OF CODE.
 104.2.1 W.P.B. ADMINISTRATIVE CODE
 DRAWINGS & SPECIFICATIONS SHALL CONTAIN
 INFORMATION, IN THE FORM OF NOTES OR
 OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS RQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION".
  
 12) PRODUCT APPROVALS SUBMITTED:
 AMARR DOORS 7X16 LOCATED IN A END ZONE,
 LOW PRESSURES.
  
 13) 2ND REQUEST, FOR PRODUCT TESTING RE-
 PORTS FOR (G) STRUCTURAL COMPONENTS,
 TRUSS ANCHORS, WOOD CONNENCTORS!!!!!!!
 PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 14) PROVIDE THE FOLLOWING:
 2ND REQUEST!!!! PROVIDE THE TRUSS ENGINE
 ERING SHEETS WITH ALL LOADING CASES,
 VERTICAL, HORIZONTAL AND GRAVITY LOADS.
 PLANS ONLY INDICATE THE ALLOWABLE VALUE
 THE CONNECTOR IS GOOD FOR NOT THE UPLIFT
 VALUES!
  
 15) 2ND REQUEST SEE M-1:
 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.
 NOTE THAT THE CONDENSATE LINES ARE TO
 END AT LEAST 1'-0" FROM BUILDING.
  
 16) 2ND REQUEST: GARAGE SWING DOOR FROM
 THE GARAGE TO LIVING AREA, DOOR IS NOT
 LISTED ON THE DOOR SCHEDULE, A 3/4HR
 DOOR ISREQUIRED, 411.2.6, 705.1.3.5
 A) THE FLORIDA BUILDING CODE DOES NOT
 INDICATE A "C" LABEL DOOR, IT IS A 45
 MINUTE DOOR.
 B) PROVIDETHE DOOR CLOSER INFORMA-
 TION
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved