| Date |
Text |
| 2006-08-04 00:00:00 | BUILDING REVIEW CHECKLIST: |
| | 1- ENERGY CALCULATIONS: |
| | A) OWNER/AGENT TO SIGN AND DATE BOTTOM |
| | OF FORM. |
| | B) COMPLETE ALL INFORMATION ON TOP OF |
| | FORM, INCLUDING ADDRESS OF HOUSE. |
| | C) PROVIDE 2 COPIES OF ENERGY |
| | CALCULATIONS FOR GUEST HOUSE. ONLY ONE |
| | SUBMITTED. |
| | |
| | 2- THERE ARE 2 DIFFERENT ZIP CODES ON |
| | ENGINEER'S ADDRESS. REVISE AS REQUIRED. |
| | |
| | 3- SPECIFY SAFETY GLASS AT: |
| | A) LIVING ROOM WINDOW NEXT TO ENTRY |
| | DOOR. |
| | B) GARAGE WINDOW NEXT TO SWING DOOR. |
| | SECTION R308.4 2004 RESIDENTIAL CODE. |
| | |
| | 4- PROVIDE FLORIDA OR LOCAL PRODUCT |
| | APPROVAL AS REQUIRED BY DCA RULE 9B-72 |
| | FOR: |
| | A) SINGLE HUNG WINDOWS. DADE COUNTY NOA |
| | #02-0419.13 SUBMITTED EXPIRED ON FEB. |
| | 25, 2006. |
| | B) ALL TRUSS CONNECTORS AND STRUCTURAL |
| | CONNECTORS SPECIFIED ON PLANS & DETAILS. |
| | C) PRECAST CONCRETE LINTELS. |
| | |
| | 5- ENGINEER OF RECORD TO REVIEW AND |
| | APPROVE IN WRITTING ALL PRODUCT |
| | APPROVALS AS REQ'D BY SEC. 106.3.3 OF |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | 6- PROVIDE 2 COPIES OF SOIL TEST REPORT |
| | WITH ENGINEER'S ORIGINAL SEAL AND |
| | SIGNATURE AS REQ'D BY CHAPTER 471 FL. |
| | ST. AND SEC. 61G15-23.002. ONLY ONE |
| | SUBMITTED. THE OTHER ONE IS A COPY. |
| | |
| | 7- SHEET #2: |
| | A) CONCRETE BLOCK COLUMN DETAIL: REVISE |
| | NUMBER OF NAILS FOR CONNECTOR META16. |
| | SEE CURRENT SIMPSON CATALOGUE FOR |
| | CORRECT NUMBER AND SIZE OF OF NAILS. |
| | B) REVISE SIZE OF CONCRETE PAD SHOWN ON |
| | CONCRETE BLOCK COLUMN DETAIL TO MATCH |
| | SIZE SPECIFIED ON FOUNDATION PLAN. |
| | C) PROVIDE EDGE DETAIL FOR SHOWER AND |
| | GARAGE CONCRETE SLAB RECESS. SECTION |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 8- SHEET #3: |
| | A) SPECIFY CALCULATED UPLIFT LOADS AND |
| | ALL CONNECTORS FOR DOUBLE 2X12 WOOD BEAM |
| | AT ENTRY PORCH. (CONNECTIONS AT THE ENDS |
| | OF BEAM, CORNER JOINT, ETC). SECTION |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | B) STRUCTURAL NOTE #3: REVISE SIZE OF |
| | FASTENER. FASTENER NEEDS TO HAVE 1 3/4" |
| | MIN. EMBEDMENT INTO THE TRUSS. SECTION |
| | R703.6 2004 RESIDENTIAL CODE AND ASTM |
| | C926 AND ASTM C1063. |
| | C) TRUSS ANCHOR SCHEDULE: |
| | * CONNECTOR "G": REVISE NUMBER OF NAILS. |
| | SEE CURRENT SIMPSON CATALOGUE. |
| | ** CONNECTOR "M": SPECIFY SPECIFIC SIZE |
| | OF CONNECTOR. REVISE NUMBER OF NAILS. |
| | REVISE LATERAL LOADS. SEE CURRENT |
| | SIMPSON CATALOGUE AND REVISE AS REQ'D. |
| | *** CONNECTOR "O": REVISE NUMBER OF |
| | NAILS. SEE SIMPSON CATALOGUE. |
| | D) DESIGN CRITERIA: ASCE 7-02 IS THE |
| | EDITION USED IN FBC 2004. NOT ASCE 7-98. |
| | REVISE AS REQUIRED. |
| | E) PROVIDE ONLY THE DETAILS THAT APPLY |
| | TO THIS JOB TO EXPEDITE THE REVIEW |
| | PROCESS & AVOID CONFUSIONS OR CONFLICTS. |
| | |
| | 9- SHEET D-1: |
| | A) UPDATE NOTE #1. SEE SEC. R402.2 2004 |
| | RESIDENTIAL CODE FOR REFERENCED |
| | STANDARDS TO BE USED. |
| | B) UPDATE REFERENCE ON NOTE #18. SEE |
| | R806 2004 RESIDENTIAL CODE. |
| | C) REVISE SIZE OF SOFFIT VENT ON NOTE |
| | #19 TO MATCH SIZE SPECIFIED ON WALL |
| | SECTION. |
| | D) REVISE NOTE #22: SEE R401.4 OF 2004 |
| | RESIDENTIAL CODE FOR CORRECT CODE |
| | REFERENCE. |
| | E) PROVIDE ONLY THE DETAILS THAT APPLY |
| | TO THIS JOB TO EXPEDITE REVIEW PROCESS |
| | AND AVOID CONFUSION OR CONFLICTS. |
| | |
| | 10- COMMENTS FOR MAIN HOUSE ALSO APPLY |
| | TO GUEST HOUSE. REVISE SHEET #2 AND |
| | SHEET D-1 OF GUEST HOUSE. SEE COMMENTS |
| | ABOVE. |
| | |
| | 11- STORM SHUTTERS: PROVIDE KEY PLAN AND |
| | COMPLETE INSTALLATION SCHEDULE. SEE |
| | ATTACHED SAMPLE OF INSTALLATION SCHEDULE |
| | AND PROVIDE ALL INFORMATION REQUESTED. |
| | |
| | 12- CONTRACTOR TO UPDATE WORKER |
| | INSURANCE INFORMATION WITH PERMIT CLERK |
| | SPECIALIST WHEN RESUBMITTING PERMIT |
| | APPLICATION. |
| | |
| | 13- PLEASE RETURN SHEET #1 WITH THE |
| | IMPACT FEES STAMP AFTER CORRECTIONS ARE |
| | DONE ON ORIGINAL DRAWINGS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
