| Date |
Text |
| 2001-01-08 00:00:00 | BUILDING PLAN REVIEW: |
| | 1): WEST PALM BEACH ADMINISTRATIVE CODE |
| | 104.2.2 LOT 59 MODEL C, THE PLANS DETAIL |
| | A 2 STORY STRUCTURE WHILE THE SURVEY |
| | INDICATES A SINGLE STORY STRUCTURE, |
| | PLEASE CORRECT THE DISCREPANCY. |
| | 2): 104.2.2 LOT 61 MODEL A,THE PLANS |
| | CALL FOR A SINGLE STORY WHILE THE SURVEY |
| | INDICATES A 2 STORY STRUCTURE, PLEASE |
| | CORRECT THE DISCREPANCY. |
| | THE BOUNDRY SURVEY ALSO HAS DISCREPAN- |
| | CIES WITH THE LOT 59 & 60. |
| | 3): NOTE: THESE TOWNHOUSES ARE LOCATED |
| | IN A "AO" FLOOD ZONE, A FLOOD ZONE |
| | CERTIFICATE WILL BE REQUIRED BEFORE CO. |
| | 4): LOT 59 MODEL "C" TABLE 600, REAR |
| | ELEVATIONS ALLOWABLE OPENINGS 56.00 S F |
| | ACTUALL OPENINGS SIZES 104.81 SQ. FT. |
| | SIDE ELEVATION ALLOWABLE OPENINGS 31.48' |
| | ACTUAL OPENINGS 72.00'. |
| | 5); LOT 60 MODEL A-3 TABLE 600, REAR |
| | ELEVATION ALLOWABLE OPENINGS 56 SQ FT |
| | ACTUAL OPENING SIZE 115.08'. |
| | 6): LOT 61 MODEL A-1 TABLE 600 REAR |
| | ELEVATION ALLOWABLE OPENINGS 56'-0" |
| | ACTUAL OPENING SIZE 115.08' |
| | 7): LOT 62 MODEL A TABLE 600 REAR |
| | ELEVATION ALLOWABLE OPENINGS 56 SQ FT |
| | ACTUAL OPENING SIZE 115.08'. |
| | 8): SOILS TEST REPORT NEEDS TO HAVE |
| | ENGINEERS SEAL SIGNED & DATED. |
| | 9): GARAGE DOOR DESIGN PRESSURES LOW |
| | 10):SEASON SHIELD 7000 SERIES HORIZONTAL |
| | SLIDING SERIES, PRODUCT APPROVAL REPORT |
| | EXPIRED 11/30/00. |
| | 11):PRODUCT APPROVAL (NATIONAL CERTIFIED |
| | TESTING LABORATORIES) TESTING REPORTS |
| | DO NOT SHOW THAT THEY HAVE SBCCI |
| | APPROVAL OR DADE COUNTY APPROVAL. |
| | THEY HAVE AN APPROVED LAB. THE WINDOW |
| | MANUFACTURER WOULD NEED TO SUBMIT THE |
| | TEST RESULTS TO SBCCI FOR APPROVAL.THE |
| | OTHER METHOD OF APPROVAL IS WHEN |
| | PROFESSIONALLY DESIGNED & CERTIFIED TO |
| | MEET THE DESIGN LOADS & TEST CRITERIA, |
| | MAY BE APPROVED IN ACCORDANCE WITH 103.7 |
| | ALTERNATE MATERIALS & METHODS, AND WILL |
| | NOT BE REQUIRED TO HAVE AN EVALUATION |
| | REPORT. THE ENGINEEROF THE WINDOW WOULD |
| | CERTIFY THAT THE WINDOW MEETS THE TEST- |
| | ING REQUIRMENTS FOR WIND LOADS. SITE |
| | SPECIFIC, THE ENGINEER IS TO SIGN & SEAL |
| | THE (PRODUCT APPROVAL FORM) IN THE |
| | CERTIFICATION BLOCK # 9. THE ARCHETECT |
| | OF RECORD REVIEWS THAT THE DESIGN LOADS |
| | CERTIFIED BY THE ENGINEER WILL WORK ON |
| | THIS SITE SPECIFIC CASE, SIGNS & SEALS |
| | IN BLOCK #10. ATTACHED IS A COPY OF THE |
| | PRODUCT APPROVAL SUBMITTAL WINDOW FORM. |
| | 12):STORM SHUTTERS REQUIRE A KEY PLAN |
| | OR DIAGRAM THAT CORRELATES WITH THE |
| | INSTALATION SCHEDULE. |
| | 13): MODDEL A-3 FIREPLACE SPECS & UL |
| | LISTING. |
| | 14): DRAFTING 2305.2 S.B.C. SPECIFY |
| | MATERIALS & LOCATION. |
| | 15): NOTE: BEFORE ERECTION OF TRUSSES |
| | HAVE TRUSS DRAWINGS REVIEWED BY ARCH. OF |
| | RECORD AND SIGNED/REVIEWED. THE TRUSS |
| | ENGINEER TO HAVE SIGNED / SEALED THE |
| | TRUSS DRAWINGS & LAYOUT.THERE IS TO BE |
| | ONLY ONE MEAN ROOF HEIGTH FOR THE ENTIRE |
| | BUIDING AS PER 1606. |
| | 16):SPECIFY GLASS IN HAZORDOUS AREAS, |
| | SAFETY GLASS EG KITCHEN WINDOWS. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)659-8096 EX 8412 |
| | |
| | PLEASE RETURN THE REVIEWED PAGES AFTER |
| | THE CORRECTIONS ARE COMPLETED, THIS WILL |
| | EXPEDITE THE REVIEW PROCESS, THANK YOU! |
