Plan Review Details - Permit 02080907
Plan Review Stops For Permit 02080907
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-08-27 Cont ID  
Sent By dpalmer Date 2002-08-27 Time 18:55 Rev Time 0.25
Received By dpalmer Date 2002-08-27 Time 18:51 Sent To B
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-20 Cont ID  
Sent By sthyng Date 2003-03-20 Time 11:49 Rev Time 0.00
Received By sthyng Date 2003-03-20 Time 11:49 Sent To M
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-03-27 Cont ID  
Sent By pkrauss Date 2003-03-27 Time 13:35 Rev Time 0.30
Received By pkrauss Date 2003-03-27 Time 13:35 Sent To  
Notes
2003-03-27 00:00:00REVISION MECHANICAL PERMIT 02080927

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-03-14 Cont ID  
Sent By sthyng Date 2003-03-20 Time 11:49 Rev Time 0.33
Received By rregueir Date 2003-03-14 Time 19:18 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-24 Cont ID  
Sent By hmoser Date 2002-08-24 Time 13:09 Rev Time 0.50
Received By hmoser Date 2002-08-24 Time 13:09 Sent To  
Notes
2002-08-24 00:00:00PASS/PRIVISO
 1) NEED REVISE PLAN
 2) NEED FRESH AIR CALCULATION FOR ROUGH
 3) CHECH A/C SIZE
 4) CHECK CFM.IN LIVING ROOM
 PLAN REVIEW BY HAROLD MOSER
 (561)659-8096 EXT.8390

Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-24 Cont ID  
Sent By jleech Date 2002-08-24 Time 09:47 Rev Time 0.33
Received By jleech Date 2002-08-24 Time 09:47 Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2002-09-25 Cont ID  
Sent By jgomez Date 2002-09-25 Time 17:26 Rev Time 4.00
Received By jgomez Date 2002-09-25 Time 17:26 Sent To  
Notes
2002-09-25 00:00:00BUILDING REVIEW APPROVED WITH PROVISO:
 1-REVISE SURVEY TO MATCH PLANS.
 2-FLOOD ZONE A8: WILL NEED TO PROVIDE
 ELEVATION CERTIFICATE.
 3-UPDATE SHEET C-1: FOUNDATION NOTE TO
 CALL FOR 0.006 MIL MIN. VISQUEEN, NOT
 0.004. SEC. 1909.2 FBC 2001.
 4-SHEET A-1:A)REVISE NOTE #24 HANDRAIL
 TO BE BET. 34" & 38" HIGH. SEE SECTION
 1007.5.1 FBC 2001.
 B)MASTER BEDROOM WINDOWS TO HAVE 24"MIN.
 CLEAR HEIGHT AND 5.7 S.F. MIN. CLEAR
 OPENING. SEC. 1005.4.4 FBC 2001.
 C)REVISE OVERLAPPING INFORMATION ON 2ND
 FLOOR PLAN AND DELETE MECHANICAL DUCT
 LAYER.
 5-SHEET A-2: A)REVISE 34SH WINDOWS TO
 COMPLY WITH EGRESS REQUIREMENTS SEC.
 1005.4.4 FBC 2001.
 B)GLASS BLOCK TO BE 1 HR FIRE RATED
 ASEMBLY AT ZERO LOT LINE. TABLE 600.
 REVISE WINDOW SCHEDULE AND GLASS BLOCK
 DETAIL. SEE UL SPECS AND PRODUCT THAT
 WAS SUBMITTED BY CONTRACTOR.
 **NOTE: GLASS BLOCK TO BE SAFETY GLASS
 IF UNIFORM FACE THICKNESS IS LESS THAN
 0.25". SEE SEC. 2405.2 FBC 2001.
 C)UDPATE PLUMBING NOTE #6.
 6-SHEET A-4: A)SPECIFY FIREBLOCKING AT
 STAIRS. SEE SEC. 2305.1.4 FOR LOCATION
 B)REVISE NOTE #1: HANDRAIL TO BE BETWEEN
 34" & 38" HIGH. SEE SEC. 1007.5.1 FBC.
 C)REVISE NOTE #14: NEED FIREBLOCKING, NO
 DRAFSTOPPING. SPECIFY MATERIAL AND
 LOCATION. SEE SEC. 2305.1.4 FBC 2001.
 D)REVISE BUILDING SECTION TO MATCH ROOF
 FRAMING PLAN & 2ND FL. FRAMING PLAN.
 E)PROVIDE GENERAL SPECS FOR FIREBLOCKING
 AT ALL CONCEALED SPACES. SEC. 2305.1.4
 7-SHEET A-5: A)REVISE FOOTING SIZE TO
 MATCH FOUNDATION PLAN.
 B)REVISE NOTE #14: VENT SIZE TO MATCH
 VENT CALCULATIONS.
 C)REVISE SECTION C/A-5 TO MATCH 2ND FL.
 FRAMING PLAN.
 **ALSO, GIVEN DIMENSIONS ARE NOT CLEAR.
 D)SPECIFY FIREBLOCKING ON SEC. B/A-4.
 8-SHEET S-1: A)SHOW NAIL'G ZONES IN ROOF
 FRAMING PLAN. TABLE 2306.1 CITY AMEND.
 B)SPECIFY SPACING FOR WWM SUPPORTS IN
 CONCRETE SLAB. SEC. 1909.3 FBC 2001.
 C)CLEARLY IDENTIFY STEEL COLUMNS IN FOUN
 DATION PLAN. SOME STEEL COLUMNS ARE
 KEYED AS P1, WHICH IS FOR WOOD COLS.
 **CLEARLY IDENTIFY BUCKET DETAILS FOR
 STEEL COLUMNS.
 D)WHERE IS DETAIL F5 AND F1= SHOWN ON
 FOUNDATION PLAN?
 E)CLARIFY WHY GIRDER TRUSSES ARE NOT
 RESTING ON MASONRY COLUMNS AT THE END.
 SEE 2ND. FL. FRAMING PLAN RIGHT SIDE.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 F)PROVIDE DETAIL CONNECTION AT TOP OF
 STEEL COLUMN WHERE IT CALLS FOR 5500#
 REACTION. CLARIFY HOW IS THE STRAP
 INSTALLED. ISN'T THIS A CONTINUOUS
 GIRDER TRUSS?. WHAT IS THE STRAP FOR?
 SEE 2ND FLOOR FRAMING PLAN.SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 G)SPECIFY HOW LONG ARE THE TAPCONS TO
 ANCHOR 2X FILLER AT ENTRY DOOR.
 H)CLARIFY WHY DIFFERENT SPECS FOR DETAIL
 S2 AND S4? SEC. 104.2.1.2 CITY AMENDM.
 9-SHEET S-2: A)REVISE TRUSS SCHEDULE TO
 MATCH USP PUBLISHED VALUES. PROVIDE
 ENGINEERING CALCS FOR DIFFERENT VALUES
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.
 B)REVISE GENERAL NOTE #3. NEED DESIGN
 FOR 140MPH, NOT 110.
 10-SHEET S-3: A)SPECIFY FIRECUT REQUIRE-
 MENTS ON STRUCTURAL WALL SECTIONS.
 SECTION 2305.4 FBC 2001.
 B)DETAIL F14: HOW LONG ARE THE ANCHOR
 BOLTS?. SEC. 104.2.1.2 CITY AMENDMENTS
 **SAME COMMENT FOR DETAIL F16.
 11-SHEET S-4:A) COMPLETE GABLE END
 DETAIL. SPECIFY ALL CONNECTORS.
 PROVIDE COMPLETE SPECS SHOWING HOW THE
 TRUSS IS DESIGNED TO BE CONTINUOUS AT
 LATERAL SUPPORT. SEE SEC. 2117 FBC.
 12-PROVIDE COMPLETE/CORRECT INFORMATION
 FOR STORM SHUTTERS UNDER A SEPARATE
 PERMIT. CITY IMPLEMENTATION STANDARD
 FOR HURRICANE MISSILE IMPACT PROTECT'N
 13-SEE GARAGE DOOR PRODUCT APPROVAL FOR
 STRUCTURAL BUCK REQUIREMENTS. REVISE
 DETAIL AS REQUIRED. ***SPECIFY WASHER.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC.

Review Stop Z ZONING
Rev No 1 Status P Date 2002-08-22 Cont ID  
Sent By ydavis Date 2002-08-22 Time 16:01 Rev Time 0.25
Received By ydavis Date   Time   Sent To  
Notes
2002-08-22 00:00:00OKAY PER SHIRLEY GRAHAM ON 8/13/02


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