Plan Review Details - Permit 02101569
Plan Review Stops For Permit 02101569
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-03-15 Cont ID  
Sent By jwitmer Date 2003-03-15 Time 12:27 Rev Time 1.55
Received By jwitmer Date 2003-03-15 Time 10:59 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-12-30 Cont ID  
Sent By dpalmer Date 2003-03-04 Time 06:42 Rev Time 0.50
Received By jwitmer Date 2002-12-30 Time 13:13 Sent To  
Notes
2002-12-30 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02101569
 ADD: 7949 CRANES POINTE WAY
 CONT: KINGSPORT DEV
 TEL: (954) 275-1047
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) 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.
 TRUSS ANCHOR SCHEDULE A8, INDICATES
 ANCHOR A-4 AS A USP TA20, THE ANCHOR
 SCHEDULE INDICATES THE USE OF (3) STRAPS
 USP INDICATES THAT ONLY (2) STRAPS IN
 CONCRETE OR IN A MASONRY BEAM CLOSER
 THAN 8"C/C REQUIRES A REDUCTION. USP
 HAS TAKEN THE REDUCTION. A TA 20 OR
 TA20R IS GOOD FOR 1520 LBS FOR A SINGLE
 TRUSS MEMBER, FOR A SINGLE MEMBER W/(2)
 TA20 IS GOOD FOR 2375. FOR A 2 OR 3
 MEMBER GIRDER & DOUBLE STRAP ON OPPOSITE
 SIDES OF THE GIRDER 2750. THESE VALUES
 ARE TAKEN FROM THE 2002 USP CATALOG.
 REVISIT ALLOWABLE UPLIFT LOADS FOR ANY
 UPLIFT LOADS ABOVE 2750!!!!! SAME
 COMMENT AS FROM THE FIRST REVIEW.
  
 2) AS STATED IN CLOSING STATEMENT REMOVE
 ALL OLD PAGES FROM PLAN AND INSERT NEW
 PAGES.SUBMIT ONE (1) SET OF OLD PAGES
 MARK "OLD" AND FOLD ON TOP OF PLANS!
 OTHERWISE PLAN REVIEWERS WILL CALL THE
 CONTRACTOR TO PULL PAGES AND PUT PLANS
 BACK TOGETHER!!!!!!!
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-11-27 Cont ID  
Sent By dpalmer Date 2002-12-24 Time 15:10 Rev Time 2.25
Received By jwitmer Date 2002-11-27 Time 12:27 Sent To  
Notes
2002-11-27 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02101569
 ADD: 7949 CRANES POINTE WAY
 CONT: KINGSPOINTE DEV
 TEL: (954)275-1047
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 NOTE1803.1.3 EXCAVATION FOR ANY PURPOSE
 SHALL NOT EXTEND WITHIN 1 FT OF THE
 ANGLE OF REPOSE OR NARURAL SLOPE OF THE
 SOIL UNDER ANY FOOTING OR FOUNDATION,
 UNLESS SUCH FOOTING OR FOUNDATION IS
 FIRST PROPERLY UNDERPINNED OR PROTECTED
 AGAINST SETTLEMENT.SEE F-12 THE FOOTING
 MAY BE IN DANGER WHEN THE POOL IS DUG,
 ANGLE OF REPOSE OR NATURAL SLOPE!!!
  
 1)SITE SPECIFIC ENGINEERING (PRODUCT
 APPROVAL) REQUIRES THE WET SIGNATURE,
 DATE AND EMBOSSED SEAL OF THE ENGINEER
 CERTIFYING THE PRODUCT AND SIGNATURE
 AND SEAL OF THE DESIGN PROFESSIONAL
 OF RECORD.
 A COPY OF THE CITY MISSLE IMPACT
 STANDARD IS INCLUDED IN THIS REVIEW IN
 REGARDS TO SITE SPECIFIC ENGINEERING AND
 THE REQUIURED FORMS, SIGNED & SEALED.
  
 2) 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.
 TRUSS ANCHOR SCHEDULE FOR CONCRETE:
 REFERS TO TAPL-16 ASA A USP ANCHOR, THIS
 IS A SEMCO CATOLOG NUMBER AND ASSOCI-
 ATED UPLIFT VALUE (1915) FOR A SINGLE
 STRAP. USP - TA16R IS GOOD FOR 1520 ON A
 SINGLE MEMBER TRUSS. 2375 UPLIFT FOR A
 DOUBLE ANCHOR ON A SINGLE TRUSS &FOR
 A 2 OR 3 PLY MEMBER 2750 ALLOWABLE NOT
 3830. REVISIT ALLOWABLE UPLIFT LOADS FOR
 UNITS (A-4).
  
 3)2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 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. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A
 DESCRIPTION OF THE REVISION MADE, IDEN-
 TIFYING 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
 PLAN REVIEW
 TEL: (561)659-8096 EX.8412
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2004-07-14 Cont ID  
Sent By dpalmer Date 2004-07-14 Time 14:56 Rev Time 1.00
Received By dpalmer Date 2004-07-14 Time 14:56 Sent To  
Notes
2004-07-14 00:00:00*************** UNSAT ***************
  
 1)NOTE: PLEASE CORRELATE ALL A/ C LOADS
 AND LOAD CALCUALTIONS. PLEASE ALSO
 SEE LOADS SHOWN AT 65% DO NOT SEEM TO
 CORRELATE WITH WHAT IS INDICATED ON
 PANEL SCHEDULE. PLEASE SEE LOADS FOR A/C
 #2, OCP FOR COMP SHOWN LARGER THAN HEAT.
 THIS IS THE LOAD THAT NEEDS TO BE FIG.
 220.31A
 PLEASE ALSO SEE MIN OCP 125% AND MAX 150
 %.
  
 2)NOTE: PLEASE SEE REQUIRED DEDICATED
 CIRCUIT PER 210.52D,210.11C3 WHICH WAS
 REDLINED ON PREVIOUS PLANS WHICH WAS
 SHOWN AS 15A#14 IS NOW MISSING COMPLETE-
 -LY. PLEASE LIST. PLEASE SEE ABOVE FOR
 MIN REQUIRED TO BE #12, 20A.
  
 3)NOTE: PLEASE SEE TITLE BLOCK IS NOW
 SHOWN AS A FIRM. PLEASE PROVIDE PRINTED
 LICENSE #'S AS REQUIRED UNDER FS 481.219
 FAC 61G1-16.004.
 ORIGINAL PLANS INDICATES PLANS SHOWING
 ARCHITECT AS INDIVIDUAL ONLY.
  
 4)NOTE: PLEASE REVISE PLANS TO INCLUDE
 ORIG REDLINES.
  
 5)NOTE: PLEASE REVISE AND CORRELATE
 RISER DIAGRAM TO INCLUDE NEW SUB-PANEL
 "C" AND CORRELATE SIZES OF PANELS ON
 RISER AND PANELS. THIS HAS CHANGED FROM
 ORIG PLANS ALSO.
  
 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 E ELECTRICAL
Rev No 4 Status P Date 2003-03-04 Cont ID  
Sent By csiegber Date 2004-07-09 Time 12:28 Rev Time 0.50
Received By dpalmer Date 2003-03-04 Time 06:42 Sent To B
Notes
2003-03-04 00:00:00NOTES REDLINED FOR BATH, 20A #12, 210-52
 -D.
 SD REDLINED ON FIRST FLOOR. NFPA-72
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2002-12-24 Cont ID  
Sent By dpalmer Date 2003-02-25 Time 10:42 Rev Time 1.00
Received By dpalmer Date 2002-12-24 Time 14:24 Sent To B
Notes
2002-12-24 00:00:00*************** UNSAT *****************
  
 PLEASE NOTE, SOME NOTES FROM FIRST
 REVIEW WERE NOT ADDRESSED.
  
 1)NOTE: PLEASE SEE 250-66 FOR SIZING OF
 GROUNDING ELECTRODE CONDUCTOR.
 MIN SIZE SHOULD BE #2, SHOWN AS #3.
  
 2)NOTE: PLEASE SHOW SIZE/AMERAGE OF
 METERCAN.
  
 3)NOTE: PLEASE SHOW EQUIPMENT GROUNDING
 CONDUCTORS BETWEEN MAIN DISC AND PANELS.
 SIZE PER 250-122.
  
 4)NOTE: PLEASE RECONFIGURE ALL LOAD
 CALCULATIONS, PLEASE NOTE A/C LOADS
 ARE NOT TAKEN AT 40% AS DONE ON PANEL "B
 PLEASE ALSO NOTE LOADS ON PANEL DO NOT
 CORRELATE. PLEASE GO OVER. PLEASE NOTE
 A/C LOAD IS SHOWN SEPARATE AND CORRECTLY
 ON PANEL "A", HOWEVER IT SEEMS THAT IT
 IS ALSO ADDED IN GENERAL LIGHTING LOAD?
 PLEASE CLARIFY HOW LIGHTING LOAD AT 3WAT
 -S PER SQ FT IS THE SAME ON BOTH PANELS?
  
 5)NOTE: PLEASE NOTE A SD IS ALSO REQ`D
 ON FIRST LEVEL OF A MULTI-LEVEL SFR
 NFPA-72 2-5.2.1.2
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-11-05 Cont ID  
Sent By hmoser Date 2002-11-03 Time 13:05 Rev Time 1.50
Received By btrobaug Date 2002-11-05 Time 08:58 Sent To R
Notes
2002-11-05 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE PROVIDE THE FOLLOWING
 INFORMATION,MAKE ANY NECESSARY CHANGES
 TO THE PLANS ,AND RESUBMIT FOR REVIEW.
  
 1} INDICATE THE AMPERAGE RATING OF THE
 METER ENCLOSURE ON THE PLANS.
  
 2} THE 3-1/0 CONDUCTORS FEEDING
 PANEL"A"DO NOT COMPLY WITH TABLE
 310-15(B)(6) FOR 200 AMPS.THE SAME NOTE
 FOR THE 200 AMP DISCONNECT APPLIES.
  
 3} SERVICE CONDUCTORS PASSING THROUGH
 THE 150 AMP DISCONNECT MUST COMPLY WITH
 ARTICLE 373-8.
  
 4} THE GROUNDING ELECTRODE SYSTEM MUST
 COMPLY WITH ARTICLES 250-50 AND SIZED
 ACCORDING TO 250-66.PLEASE CHANGE THE
 RISER DIAGRAM TO REFLECT COMPLIANCE
 WITH THESE ARTICLES.
  
 5} PLEASE INDICATE BY WHAT MEANS THE
 EQUIPMENT GROUNDING CONDUCTOR IS BEING
 RAN FROM THE FIRST MEANS OF DISCONNECT
 TO THE PANELS.
  
 6} PLEASE NOTE BATH RECEPTACLES MUST
 COMPLY WITH THE SPACING REQUIREMENTS OF
 ARTICLE 210-52(D).
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 561/659-8096 EXT. 8392
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2004-07-09 Cont ID  
Sent By csiegber Date 2004-07-09 Time 12:28 Rev Time 0.00
Received By csiegber Date 2004-07-09 Time 12:28 Sent To E
Notes
2004-07-09 00:00:00TO DP DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-02-25 Cont ID  
Sent By dpalmer Date 2003-02-25 Time 10:42 Rev Time 0.00
Received By dpalmer Date 2003-02-25 Time 10:42 Sent To E
Notes
2003-02-25 00:00:00TO DVP'S DESK.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-11-03 Cont ID  
Sent By hmoser Date 2002-11-03 Time 13:05 Rev Time 0.50
Received By hmoser Date 2002-11-03 Time 13:05 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-11-02 Cont ID  
Sent By jleech Date 2002-11-02 Time 13:48 Rev Time 0.25
Received By jleech Date 2002-11-02 Time 13:47 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2002-11-27 Cont ID  
Sent By btrobaug Date 2002-11-05 Time 10:26 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2002-10-25 Cont ID  
Sent By dpalmer Date 2002-10-28 Time 14:42 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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