Plan Review Details - Permit 02070231
Plan Review Stops For Permit 02070231
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-12-30 Cont ID  
Sent By dpalmer Date 2002-12-30 Time 12:52 Rev Time 0.25
Received By dpalmer Date 2002-12-30 Time 12:52 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-07-23 Cont ID  
Sent By dpalmer Date 2002-07-23 Time 07:48 Rev Time 0.00
Received By jwitmer Date 2002-08-22 Time 06:53 Sent To B
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-12-26 Cont ID  
Sent By pkrauss Date 2002-12-26 Time 12:39 Rev Time 0.25
Received By pkrauss Date 2002-12-26 Time 12:39 Sent To  
Notes
2002-12-26 00:00:00MECH REV PERMIT 02070231
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-07-20 Cont ID  
Sent By hmoser Date 2002-07-20 Time 08:37 Rev Time 0.50
Received By hmoser Date 2002-07-20 Time 08:37 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-11-09 Cont ID  
Sent By kstevens Date 2002-11-09 Time 08:27 Rev Time 0.50
Received By kstevens Date 2002-11-09 Time 08:27 Sent To  
Notes
2002-11-09 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-07-13 Cont ID  
Sent By jleech Date 2002-07-13 Time 09:14 Rev Time 0.33
Received By jleech Date 2002-07-13 Time 09:14 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-08-22 Cont ID  
Sent By jwitmer Date 2002-08-22 Time 06:54 Rev Time 1.25
Received By jwitmer Date 2002-08-22 Time 06:53 Sent To  
Notes
2002-08-22 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02070231
 ADD: 8175 DRIGGS HILL
 CONT: TAZ CONSTRUCTION
 TEL: (561)793-7440
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 *****BUILDING PROVISO******
  
  
 MISSING THE FOLLOWING PRODUCT REPORTS,
 PROVIDE BEFORE BUCK INSPECTION!
 A) SWING DOOR
 B) SINGLE HUNG WINDOW
 C) ROOFING ASSEMBLIES
  
 CONNECTION DETAIL 15 OF SHEET A5,ON A
 SINGLE MEMBER TRUSS THE VALUES GIVEN FOR
 THE TA-14R OF 1520 @ EACH STRAP EQUAL
 3040, A DERATING OF 20% IS RECOMENDED
 BY USP OR A VALUE OF 2432 PLUS 785 FOR
 THE MSH218 OR A TOTAL ALLOWABLE LOAD OF
 3217, THIS IS LIGHT VS THE 3833 FOR THE
 MAXIMUM UPLIFT.
  
 THE USE OF A 2 MEMBER MSH418 FACE MOUNT
 WITH (2) TA-14R WITH REDUCTION ADEQUATE-
 LY MEETS THE RESISTANCE FOR UPLIFT.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-08-02 Cont ID  
Sent By jwitmer Date 2002-08-02 Time 07:22 Rev Time 1.50
Received By jwitmer Date 2002-08-02 Time 06:43 Sent To  
Notes
2002-08-02 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02070231
 ADD: 8175 DRIGGS HILL
 CONT: TAZ CONST
 TEL: (954)340-1744
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".REQUIRED BEFORE C.O.
  
 2) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
  
 3)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.
  
 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.
 PLANS ARE MISSING (4) THE INTERNAL
 PRESSURE COEFFICIENT(0.18)
  
 5) MISSING MEAN ROOF HEIGTH IN LOAD
 SCHEDULE.TABLES 1606.
  
 6) 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) FIXED GLASS RECTANGULAR
 B) FIXED GLASS OVAL
 C) SINGLE HUNG WINDOWS
 D) SLIDING GLASS DOORS
 E) MULLIONS
 F)FRONT ENTRY DOORS (PAIR)
 G) ROOFING REPORT OR BY SEPERATE PERMIT
  
 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)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.
  
 9)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. FOR USE WITH NORANDEX.
  
 10) THE L-2 LINTEL OVER THE SLIDING
 GLASS DOOR AT THE LIVING ROOM REQUIRES
 A 4" BEARING AS A MINIMUM, 2101.3.1.
  
 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.
Review Stop Z ZONING
Rev No 1 Status P Date 2002-07-12 Cont ID  
Sent By sgraham Date 2002-07-12 Time 15:23 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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