Plan Review Notes
Plan Review Notes For Permit 99121910
Permit Number 99121910
Review Stop R
Sequence Number 1
Notes
Date Text
2001-01-08 00:00:00CHECKLIST:
 1-REVISE LOCATION OF KITCHEN RANGE TO
 COMPLY WITH THE CLEAR SPACE REQUIRED
 IN FRONT OF IT. SEESECTION 7A OF
 FAIR HOUSING ACT.
 2-BATHROOM #2 AT UNIT MDL 1409 DOESN'T
 COMPLY WITH FAIR HOUSING ACT SEC. 7B:
 A)DOOR FROM BEDROOM #2 TO HAVE 32" MIN.
 CLEAR OPENING.
 B)LENGTH OF BATHROOM DOESN'T HAVE THE
 DIMENSION REQUIRED FOR A TYPE A BATH
 WHEN APPROACHED FROM THE BEDROOM.
 3-SHOWER AT MASTER BATH TO COMPLY WITH
 THE CLEAR FLOOR SPACE REQUIRED. SEE
 FAIR HOUSING ACT SEC 7B.
 4-OPTIONAL SLIDING GLASS DOORS AT MASTER
 BEDROOM TO HAVE 32" MIN. CLEAR OPENING
 5-ENTRY DOOR SPACE TO COMPLY W/ANSI 4.13
 6-ROOF FRAMING PLAN AND TRUSS DRAWINGS:
 -CLARIFY CONSTRUCTION AT RIGHT AND LEFT
 ENDS OF BUILDING. TRUSS DRAWINGS SHOW
 BEARING WALLS, BUT ARCHITECTURAL DWGS
 DON'T. SEE PLANS FOR COMMENTS.
 -CLARIFY WHO REVIEW THE TRUSS DRAWINGS.
 STAMP SAYS "OUR OFFICE HAS REVIEW..."
 WHAT OFFICE IS THIS?
 -SEE TRUSS LAYOUT FOR MORE COMMENTS.
 -CLARIFY WHY THE MAIN TRUSSES RUNNING
 FROM FRONT TO BACK ARE DESIGNED
 WITHOUT THE RIDGE LINE. WHY IS THIS
 AREA TO BE DONE BY BUILDER?.
 -REVISE ENGINEERED TRUSSES SO THAT THEY
 CLEARLY MATCH THE ROOF TRUSS LAYOUT.
 -UPDATE ALL GENERAL TRUSS DETAILS. ASCE
 7-95 AND SEAL (RAISED SEAL), DATE AND
 SIGN THEM.
 -ENGINEERED TRUSSES TO BE DESIGNED AS
 PER ASCE 7-95 FOR 145 MPH WIND, NOT AS
 ASCE 7-93 FOR 140 MPH WIND. ALSO ALL
 TRUSSES TO BE DESIGN AT THE SAME MEAN
 ROOF HEIGHT.
 -REVISE TRUSS ANCHOR SCHEDULE TO RESIST
 THE UPLIFT AND LATERAL LOADS SHOWN ON
 THE ENGINEERED TRUSSES.
 7-PRODUCT APPROVALS:
 -PROVIDE PRODUCT APPROVAL FOR 2 HOUR
 CONCRETE BLOCK.
 -SLIDING GLASS DOORS AND WINDOW PRODUCT
 APPROVAL TO BE SIGNED, SEALED AND DATE
 BY THE PROFESSIONAL DESIGNER OF RECORD
 AND FILL IN THE SPECIFIC JOB LOCATION.
 8-STORM PANELS:
 -PROVIDE A COMPLETE INSTALLATION SCHED.
 (AS PER CITY SAMPLE) AND KEY PLAN.
 ALSO, HIGHLIGHT SPECIFIC MOUNTING
 CONDITIONS AND ANCHOR SPACING.
 9-ENERGY CALCULATIONS TO BE SIGNED AND
 DATED BY THE OWNER/AGENT. ALSO, REVISE
 THE OWNER INFORMATION ON TOP OF FORM.
 -# OF BEDROOMS ON UNIT 1527 IS 3, NOT
 2. SEE FLOOR PLANS. REVISE AS REQUIRED
 10-PROVIDE CALCULATIONS FOR ATTIC CROSS
 VENTILATION AT EACH UNIT.SBC/97 2309.7
 NOTE: TAKE INTO ACCOUNT FIREPROOF DET.
 ON WALL SECTION 1 OF SHEET DT.
 11-PROVIDE COMPLETE DETAIL AND SPECS FOR
 CEILING CONSTRUCTION AT FRONT AND BACK
 PORCHES OF EACH UNIT. INCLUDE FASTENER
 TYPE AND SPACING. SECTION 2504 SBC/97.
 12- DRAWING #4:CLARIFY HOW DOES THE 2 HR
 "PARTY WALL" GOES TO THE BOTTOM OF
 ROOF SHEATHING IF THE BEAM HEIGHT IS
 12'-11". SEE SECTIONS AND ELEVATIONS.
 13-DETAIL SC-2: HOW DOES THIS DESIGN
 MAINTAINS THE STRUCTURAL STABILITY AND
 FIRE RESISTANCE IF THE MAIN GIRDER
 FAILS. SEC. 704.4.2(3) SBC 1997.
 14-NEED TO HAVE A PERMIT APPLICATION FOR
 EACH TOWNHOUSE.
 NOTE: NO NEED FOR INDIVIDUAL DRAWINGS.
 2 SETS SUBMITTED FOR ENTIRE BUILDING.
 15-PAY $750 TO THE CITY OF WEST PALM BCH
 FOR WESTERN EXPANSION FEES FOR EACH
 TOWNHOUSE.
 16-CONSTRUCTION VALUATION DECLARED IN
 THE APPLICATION IS TOO LOW. THE
 CALCULATED VALUE FOR EACH TOWNHOUSE IS
 AS FOLLOWS:
 $107,877 FOR MODEL 1409 AND
 $115,660 FOR MODEL 1527. THEREFORE,
 PERMIT FEES WILL NEED TO BE ADJUSTED
 FOR EACH PERMIT APPLICATION.
 17-PROVIDE SAFETY GLASS AT AREAS MARKED
 ON PLANS. SECTION 2405.2 SBC 1997.
 18-SEE ADDITIONAL COMMENTS MARKED ON THE
 PLANS AND PLEASE RETURN REVIEWED SET
 AFTER CORRECTIONS ARE DONE ON ORIGINAL
 DRAWINGS IN ORDER TO EXPEDITE THE
 REVIEW PROCESS.


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