Date |
Text |
2001-01-08 00:00:00 | CHECKLIST: |
| 1-REVISE LOCATION OF KITCHEN RANGE TO |
| COMPLY WITH THE CLEAR SPACE REQUIRED |
| FRONT OF IT. SEC 7A FAIR HOUSING ACT. |
| 2-BATHRM #2, UNIT MDL 1409, SEC 7B F.H.A |
| A)DOOR FROM BEDROOM #2 TO BE 32" CLEAR. |
| 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 PLANS AND TRUSS DRAWINGS: |
| -CLARIFY CONSTRUCTION AT RIGHT AND LEFT |
| END 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?. |
| -CLARIFY WHY THE TRUSSES RUNNING FROM |
| FRONT TO BACK ARE DESIGNED WITHOUT |
| THE RIDGE. WHY IS THIS AREA TO BE DONE |
| BY BUILDER?. |
| -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 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 |
| 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 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 SECTION. SEC. 2504.2 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. |
| 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 THE |
| CORRECTIONS ARE DONE IN ORDER TO |
| FACILITATE AND EXPEDITE THE RE-REVIEW |
| PROCESS. |