Plan Review Notes
Plan Review Notes For Permit 03100565
Permit Number 03100565
Review Stop B
Sequence Number 1
Notes
Date Text
2003-11-06 00:00:00BUILDING CHECKLIST:
 1-ARCHITECT SEALING PLANS TO HAVE HIS
 NAME WRITTEN AS REQ'D BY CHAPTER
 61G1-16.004.
 **ALSO, ARCHITECT TO DATE PLANS WHEN
 SEALING THEM.
 2-DESIGN CRITERIA: SPECIFY ATTIC LIVE
 LOAD AS REQUIRED BY TABLE 1604.1
 FBC 2001 FOR STORAGE OR NON-STORAGE.
 3-REVISE ONE HR FIRE RATED GLASS BLOCK
 ASSEMBLY DETAIL. PROVIDE SPECIFIC UL
 ASSEMBLY LISTING TO BE USED AND REVISE
 DETAIL TO MATCH ULSPECIFICATIONS.
 **NOTE: 12"X12"X4" GLASS BLOCK DOESN'T
 MEET THE SPECS FOR ONE HR FIRE RATING.
 SEE UL LISTED ASSEMBLY.
 4-SPECIFY SUPPORTS AND SPACING FOR WWM
 IN CONCRETE SLAB. SEE SEC. 1909.3 FBC
 5-PROVIDE 2 COMPLETE SETS (SIGNED AND
 SEALED) OF TRUSS DRAWINGS REVIEWED BY
 ENGINEER OF RECORD.
 6-SPECIFY SAFETY GLASS AT: A)BATHRM #2.
 B)ENTRY DOOR SIDELITE.
 C)GLASS BLOCK IF FACE THICKNESS IS LESS
 THAN 0.25".
 SECTION 2405.2 FBC 2001.
 7-CLARIFY GARAGE DOOR FASTENER SPACING.
 SEE DETAIL B/4 AND NOTES ON DWG #2.
 ALSO, CLARIFY WHY ARE THERE MORE FASTE
 NERS AT HEADER THAN AT JAMBS IF GARAGE
 DOORS ARE TRANSFERRED TO THE JAMBS,
 NOT TO THE HEADER. SECTION 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 8-PROVIDE DETAIL/SPECS FOR CEILING INSTA
 LATION AT FRONT AND REAR PORCHES. SEE
 ASTM C-926 AND ASTM C-1063 AND SPECIFY
 ALL MATERIALS AND FASTENERS.
 SEC. 2504.2 FBC 2001.
 9-SPECIFY CALCULATED UPLIFT LOADS ON
 ROOF FRAMING PLANS. SEC. 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 10-CLARIFY/REVISE DESIGN PRESSURES AT
 EXTERIOR OPENINGS. VALUES GIVEN DON'T
 CORRESPOND TO TABLES 1606.2A AND
 1606.2E FBC 2001 ACCORDING TO LOCATION
 (END OR INTERIOR ZONE). ALSO, HOW COME
 LARGER OPENINGS WILL HAVE THE SAME
 PRESSURES AS SMALLER OPENINGS. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 11-STORM SHUTTERS: A)PROVIDE STATEWIDE
 PRODUCT APPROVAL AS OF OCT. 1ST. 2003.
 SEE ATTACHED QUESTIONS & ANSWERS COPY.
 B)PROVIDE KEY PLAN AND COMPLETE INSTALLA
 TION SCHEDULE.
 C)CLEARLY MARK ON DRAWINGS SPECIFIC
 MOUNTING CONDITIONS AND ANCHOR TYPE &
 SPACING TO BE USED ACCORDING TO THE
 DESIGN PRESSURES, EDGE DISTANCE, PANEL
 SPAN, CONNECTION TYPE AND STRUCTURE TO
 BE ATTACHED TO (MASONRY OR CONCRETE).
  
 12-OWNER/AGENT AND PREPARER TO SIGN AND
 DATE ENERGY CALCULATIONS.
 13-PROVIDE STATEWIDE PRODUCT APPROVALS
 FOR DOORS, WINDOWS, MULLIONS, ROOF
 REQUIRED AS OF OCT. 1ST 2003. SEE
 FLORIDA PRODUCT APPROVAL QUESTIONS AND
 ANSWERS COPY. ATTACHED.
 14-SEE COMMENTS ON MARKED SET OF PLANS &
 RETURN REVIEWED SET AFTER CORRECTIONS
 ARE DONE TO ORIGINAL SET TO EXPEDITE
 REVIEW PROCESS WITHOUT HAVING TO GO
 OVER ALL PLANS AGAIN.
 15-UPDATE INFORMATION ON SHEET 1. SEE
 COMMENTS ON PLAN.
 16-REVISE/UPDATE TRUSS ANCHOR SCHEDULE
 AND ALL DETAILS THAT ARE AFFECTED BY
 SEC. 1609.4.3 FBC 2001 WHICH DOESN'T
 ALLOW ALLOWABLE STEEL STRESS TO BE
 INCREASED. PROVIDE CALCULATIONS FOR
 VALUES OTHER THAN THOSE PUBLISHED ON
 THE REVISED ANCHOR CATALOGUE. SECTION
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 B)SPECIFY SPECIFIC ANCHOR, STRAP SIZE TO
 PROPERLY CHECK LOADS.
 17-NOTE #8 ON SHEET #2: CLARIFY WHY
 NAILING IS NOT REQUIRED AT EDGES. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 18-SHEET #4:A)SPECIFY ROOF TILE FASTENER
 SEC. 104.2.1.1 CITY AMENDMENTS TO FBC.
 B)REVISE BUCK DETAILS. SEE SECTION
 1707.4.4.2 FBC 2001 FOR PROPER BUCK
 INSTALLATION.
 C)COMPLETE DOOR BUCK DETAIL. SHOW DOOR &
 SEE SEC. 1707.4.4.2 FBC 2001.
 D)CLARIFY DETAIL 5/4. HOW ARE 2 2X4'S
 FASTENED WITH 3" LONG TAPCON?. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
 E)STUCCO ON PLAYWOOD SHEATHING TO BE
 7/8" MIN. SEE ASTM C-926.
  
 19-SHEET #7: A)SPECIFY UPLIFT LOADS AT
 PORCH GIRDER TRUSS. SECTION 104.2.1.2
 CITY AMENDMENTS TO FBC 2001.
 B)CLARIFY WHERE IS CONNECTOR EHUH 28-3
 TAKEN FROM?. UNABLE TO FIND ON USP
 CATALOGUE 2003 (REVISED CATALOGUE).


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