Plan Review Notes
Plan Review Notes For Permit 99121761
Permit Number 99121761
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. SEC 7A FAIR HOUS'G ACT
 2-BATHROOM #2, UNIT MDL 1409,SEC 7B FHA.
 A)DOOR FROM BEDROOM #2 TO BE 32" OPEN'G
 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. 7B FHA
 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
 END OF BUILDING. TRUSS DRAWINGS SHOW
 BEARING WALLS AND ARCHITECTURAL DWGS
 DON'T. SEE PLANS FOR COMMENTS.
 -CLARIFY WHO REVIEW THE TRUSS DRAWINGS.
 STAMP SAYS "OUR OFFICE HAS REVIEW..."
 WHAT OFFICE IS THIS?.
 -CLARIFY WHY THE TRUSSES RUNNING FROM
 FRONT TO BACK ARE DESIGNED WITHOUT THE
 RIDGE. WHY IS THIS AREA TO BE DONE BY
 THE BUILDER?. SPECIFY ALL CONNECTORS.
 -UPDATE ALL GENERAL TRUSS DETAILS TO
 ASCE 7-95 AND SIGN, SEAL AND DATE THEM
 -ENGINEERED TRUSSES TO BE DESIGNED PER
 ASCE 7-95 FOR 145 MPH WIND, NOT AS PER
 ASCE 7-93 FOR 140 MPH WIND. ALSO, ALL
 TRUSSES TO BE DESIGNED USING THE SAME
 MEAN ROOF HEIGHT FOR ENTIRE BUILDING.
 -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
 APPROVALS TO BE SIGNED, SEALED & DATED
 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 THE KEY PLAN.
 ALSO, HIGHLIGHT THE 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.
 -NUMBER OF BEDROOMS ON UNIT 1527 IS 3,
 NOT 2. 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 NAMED DT.
 11-PROVIDE COMPLETE DETAIL AND SPECS FOR
 CEILING CONSTRUCTION AT ENTRY AND BACK
 PORCHES OF EACH UNIT. INCLUDE FASTENER
 TYPE AND SPACING. SEC 2504.2 SBC 1997.
 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.
 15-PAY $750 TO THE CITY OF WEST PALM BCH
 FOR WESTERN EXPANSION FEES FOR EACH
 TOWNHOUSE.
 16-CONSTRUCTION VALUE DECLARED IN THE
 PERMIT APPLICATION IS TOO LOW. THE
 RECALCULATED VALUE FOR EACH TOWNHOUSE
 IS AS FOLLOWS:
 $104,640 FOR MODEL 1357
 $107,877 FOR MODEL 1409 AND
 $115,660 FOR MODEL 1527
 THEREFORE, PERMIT FEES TO BE ADJUSTED
 FOR EACH PERMIT APPLICATION.
 17-PROVIDE SAFETY GLASS WHERE REQUIRED.
 SEE PLANS FOR COMMENTS.SEC 2405.2 SBC.
 18-SEE PLANS FOR ADDITIONAL COMMENTS AND
 PLEASE RETURN REVIEWED SET AFTER ALL
 CORRECTIONS ARE DONE IN ORDER TO
 FACILITATE AND EXPEDITE THE RE-REVIEW
 PROCESS.
  
  
 NOTE:
  
 LEGIBLY PROVIDE THE NAME, ADDRES AND
 REGISTRATION NUMBER OF THE ENGINEER
 WHO IS SEALING THE ARCHITECTURAL PLANS.
 THIS APPLIES TO ALL SETS OF PLANS THAT
 ARE SUBMITTED FOR CONSTRUCTION PERMIT.


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