| Date |
Text |
| 2001-01-08 00:00:00 | CHECKLIST: |
| | 1- THE BOUNDRY SURVEY SHOWS A 16'-0" |
| | DRIVEWAY VS A PORCH ON PLANS. |
| | 2- DISCREPANCIES IN TTHE BOUNDRY SURVEY |
| | & THE LOT SURVIES. LOT 55 PLANS SHOW |
| | A 2 STORY VS A 1 STORY ON LOT SURVEY. |
| | LOT 56 PLANS SHOW A 2 STORY VS A 1 |
| | STORY ON LOT SURVEY. LOT SURVIES FOR |
| | 57 & 58 SHOW A 2 STORY FOR BOTH! |
| | 3-LOT #54 TABLE 600 SIDE EVEVATION 548.8 |
| | SQ. FT. @ 10%= 54.8 S.F. WINDOW SIZE |
| | 4.5'X5.25'=23.62/ DOOR SIZE 6'X9'=54' |
| | TOTAL SQ FT 77.62.(54.8 ALLOWABLE). |
| | 4-LOT #56 MODEL C-1 SIDE ENTRY WALL AREA |
| | 226.75'X9.33'=ALLLOWABLE OPENINGS |
| | 249.5'X 10%=24.9'. SLID. DR 6'X8'=48SF |
| | REAR WALL30'X9.33'=ALLOWABLE AREA |
| | 280.00@20%=56.00'.MASTER SUITE 32.8'+ |
| | LIV. RM 72'=104.8'. |
| | 5-SHEET WS-2 DETAIL #5. 2HR. DETAILNOTE: |
| | 5/8TH INCH TYPE X DRYWALL TO BE FIRE |
| | CAULKED TO THE TRUSSES FOR THE 4'-0" |
| | EACH SIDE OF 2 HR. RATED WALL.NOTE: |
| | ROOF SHEATHING TO BE SEAMED AT PROPER- |
| | TY LINE! |
| | 6-NOTE: FLOOD ZONE AO ZONE! FLOOD ZONE |
| | CERTIFICATE REQUIRED,ALL A/C &POOL |
| | EQUIPMENT SLABS CAN'T BE LOWER THAN |
| | FINISH FLOOR. |
| | 7-SPECIFY SAFETY GLASS AT REQUIRED AREAS |
| | SEC. 2405.2.1.2 1997 SBC. |
| | 8-GARAGE DOOR REPORT: THE PRODUCT APP. |
| | REPORTS DESIGN LOADS +31.9/ -36.8 |
| | DOES NOT MEET THE DESIGN PRESSURES |
| | CALCULATED BY THE ARCHETECT(END ZONES) |
| | 9-PRODUCT APPROVAL (NATIONAL CERTIFIED |
| | TESTING LABORATORIES) TESTING REPORTS |
| | DO NOT SHOW THAT THEY HAVE SBCCI |
| | APPROVAL OR DADE COUNTY APPROVAL. |
| | THEY HAVE A SBCCI LAB NO 9821 SHOWING |
| | THAT THEY ARE AN APPROVED LAB. THE |
| | WINDOW MANUFACTUER WOULD NEED TOSUBMIT |
| | 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 ACCORDANC |
| | WITH SEC. 103.7 ALTERNATE MATERIALS & |
| | METHODS, & AND WILL NOT REQUIRED TO |
| | HAVE AN EVALUATION REPORT.THE ENGINEER |
| | OF THE WINDOWSWOULD CERTIFY THAT |
| | THE WINDOWS MEET THE TESTING REQUIRE- |
| | MENTS FOR WIND LOADS.ENGINEER TO SIGN |
| | & SEAL IN CERTIFICATION BLOCK #9. |
| | THE ARCHETECT OF RECORD REVIEWS THAT |
| | THE DESIGN LOADS WILL WORK ON THIS |
| | SITE SPECIFIC CASE, SIGNS & SEALS IN |
| | BLOCK #10. ATTACHED IS A COPY OF THE |
| | PRODUCT APPROVAL SUBMITTAL WINDOW FORM |
| | 10-EGRESS WINDOWS 1005.4.4 THE EGRESS |
| | WINDOW SIZES FROM THE WINDOW SCHEDULE |
| | TO THE PRODUCT APPROVAL HAVE DISCREP- |
| | ANCIES IN SISZES? |
| | 11-1804.2.7.2 W.P.B. AMENDMENTS SHALL |
| | CONTAIN THE FOLLOWING MINIMUM INFO: |
| | 1.A 15 FT SPT TO DETERMNE THE BASIC |
| | SOIL BEARING CAPACITY. |
| | 2.SOIL PROFILES OF TTHE SUPPLEMENTAL |
| | 10 FT AUGER REQUIRED IN T-1804.2.7.3 |
| | 3.THE MINIMUM SAFE BEARING VALUE OF THE |
| | SOIL. |
| | 4.IF MUCK,SILT,TRASH,ETC THE REMOVAL & |
| | THE CLASSIFICATION OF NEW FILL |
| | MATERIAL, TEST CONTROLS. |
| | 5.PILING, IF RECOMMENDED/SPECIFICATIONS |
| | 6.IF ADDITIONAL FILL BE REQUIRED SPEC- |
| | IFICATIONS. |
| | 12-1707.4.1 IMPACT-RESISTANT EXTERIOR |
| | GLAZED WINDOW/DOOR ASSEMBLIES, |
| | POLICY REQUIRES THERE BE A KEY PLAN |
| | OR DIAGRAM THAT CORRELATES WITH THE |
| | INSTALATION SCHEDULE. |
| | 13-DRAFTSTOPPING 2305.2.2. FLOOR/CEILING |
| | ASSEMBLIES.SINGLE FAMILY DWELLINGS |
| | DIVIDE INTO SEPERATE USEABLE SPACES |
| | INTO 2 OR MORE APPROXIMATE AREAS |
| | WITH NO AREA GREATER THAN 500 SQ. FT. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659- 8096 EX 8412. |
| | -PLEASE RETURN THE REVIEWED PAGES |
| | AFTERTHE CORRECTIONS ARE COMPLETED |
| | THIS WILL EXPEDITE THE REVIEW PROCESS |
| | THANK YOU! |
