| Date |
Text |
| 2001-01-08 00:00:00 | CHECKLIST: |
| | 1-REVISE SURVEYS. SEE COMMENTS |
| | 2-CLARIFY SIZE OF EGRESS WINDOWS AT 2ND |
| | FLOOR BEDROOMS. SLIDING WINDOW AND |
| | SINGLE HUNG WINDOWS DESCRIPTION DON'T |
| | MATCH OPENING SIZE. SEE PRODUCT |
| | APPROVAL FOR RIGHT SIZES. |
| | 3-MODEL C DOESN'T COMPLY WITH TABLE 600 |
| | OF SBC 1997 WHEN USING THE SLIDING |
| | GLASS DOORS OPTION. |
| | 4-SIGNED, SEALED AND DATED SOIL TEST |
| | REPORT WASN'T INCLUDED IN THIS PACKAGE |
| | 5-SOIL TEST REPORT RECOMMENDS FOOTINGS |
| | TO HAVE 18" EMBEDMENT. REVISE FOOTING |
| | SIZE AS REQUIRED OR PROVIDE CALCS AND/ |
| | OR REASON WHY SOIL TEST REPORT |
| | RECOMMENDATIONS ARE NOT NECESSARY TO |
| | FOLLOW. |
| | 6-SPECIFY GLASS AREAS TO HAVE SAFETY |
| | GLASS. EG KITCHEN WINDOW. |
| | SECTION 2405.2 SBC 1997. |
| | 7-PROVIDE PRODUCT APPROVAL FOR: |
| | -HORIZONTAL SLIDERS (IT'S EXPIRED). |
| | -FIREPLACE UL LISTING AND SPECS. |
| | -TWO HOUR CONCRETE BLOCK: PROVIDE |
| | CERTIFICATION FROM MANUFACTURER'S |
| | ENGINEER STATING THAT CONCRETE BLOCK |
| | EQUIVALENT THICKNESS COMPLIES W/ ASTM |
| | C140 FOR FIRE RESISTANCE. |
| | SECTION 709.3 SBC 1997. |
| | -WINDOW MULLIONS. |
| | -NOTE: USE ONLY ONE TYPE OF PRODUCT |
| | APPROVAL. SBCCI OR DADE COUNTY TO |
| | AVOID CONFLICTS. |
| | 8-REVISE ENERGY CALCS FOR MODEL D. |
| | THERE ARE 4 BEDROOMS NOT 3. |
| | 9-STORM PANELS: |
| | -PROVIDE KEY PLAN FOR INSTALLATION |
| | SCHEDULE. |
| | -CLEARLY INDICATE ON STORM PANELS DWGS |
| | THE SPECIFIC MOUNTING METHOD & ANCHORS |
| | TO BE USED ACCORDING TO THE MEAN ROOF |
| | HEIGHT,DESIGN PRESSURES,EDGE DISTANCE, |
| | PANEL SPAN, CONNECTION TYPE AND |
| | STRUCTURE TO BE ATTACHED TO. |
| | 10-SEE COMMENTS ON PLANS, INCLUDING THE |
| | OTHER TRADES. |
| | 11-SPECIFY DRAFTSTOPPING AT SECOND FLOOR |
| | FRAMING PLAN. SEC. 2305.2 SBC 1997. |
| | SPECIFY MATERIAL AND LOCATION. |
| | 12-TRUSS DRAWINGS: |
| | -REVISE ENGINEERED TRUSSES: THERE IS |
| | ONLY ONE MEAN ROOF HEIGHT FOR ENTIRE |
| | BUILDING AS PER TABLE 1606.2A SBC 1997 |
| | -DESIGN CONSIDERATIONS AT BOTTOM OF |
| | ENGINEERED TRUSSES STATE "WALL HEIGHT" |
| | SBC 1997 USES MEAN ROOF HEIGHT, NOT |
| | "WALL HEIGHT". REVISE AS REQUIRED. |
| | -TRUSS ENGINEER TO HAVE ORIGINAL |
| | SIGNATURE ON TRUSS LAYOUT. |
| | CHAPTER 471 OF FLORIDA STATUTES. |
| | -ENGINEERED TRUSS DRAWINGS HAVE TWO |
| | DIFFERENT SIGNATURES. REVISE AS REQ'D |
| | BY CHAPTER 471 OF FLORIDA STATUTES. |
| | -UPDATE AND SIGN, SEAL AND DATE ALL |
| | GENERAL TRUSS DRAWINGS. |
| | NOTE: DON'T USE OLD COPIES THAT HAVE |
| | THE SEAL OF ANOTHER ENGINEER. SEE |
| | CHAPTER 471 OF FLORIDA STATUTES. |
| | -CLARIFY WHY THERE ARE TWO ENGINEERED |
| | TRUSSES T12 WITH DIFFERENT LOADS? |
| | |
| | |
| | |
| | |
| | NOTES: |
| | |
| | -IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ AT 659-8096 EXT. 8232. |
| | |
| | -PLEASE USE THE 11"X17" FOR RESUBMITTAL |
| | OF THE 2 SETS.THIS SIZE OF PAPER IS |
| | EASIER TO HANDLE AND TO FILE. |
