| Date |
Text |
| 2002-09-25 00:00:00 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1-REVISE SURVEY TO MATCH PLANS. |
| | 2-FLOOD ZONE A8: WILL NEED TO PROVIDE |
| | ELEVATION CERTIFICATE. |
| | 3-UPDATE SHEET C-1: FOUNDATION NOTE TO |
| | CALL FOR 0.006 MIL MIN. VISQUEEN, NOT |
| | 0.004. SEC. 1909.2 FBC 2001. |
| | 4-SHEET A-1:A)REVISE NOTE #24 HANDRAIL |
| | TO BE BET. 34" & 38" HIGH. SEE SECTION |
| | 1007.5.1 FBC 2001. |
| | B)MASTER BEDROOM WINDOWS TO HAVE 24"MIN. |
| | CLEAR HEIGHT AND 5.7 S.F. MIN. CLEAR |
| | OPENING. SEC. 1005.4.4 FBC 2001. |
| | C)REVISE OVERLAPPING INFORMATION ON 2ND |
| | FLOOR PLAN AND DELETE MECHANICAL DUCT |
| | LAYER. |
| | 5-SHEET A-2: A)REVISE 34SH WINDOWS TO |
| | COMPLY WITH EGRESS REQUIREMENTS SEC. |
| | 1005.4.4 FBC 2001. |
| | B)GLASS BLOCK TO BE 1 HR FIRE RATED |
| | ASEMBLY AT ZERO LOT LINE. TABLE 600. |
| | REVISE WINDOW SCHEDULE AND GLASS BLOCK |
| | DETAIL. SEE UL SPECS AND PRODUCT THAT |
| | WAS SUBMITTED BY CONTRACTOR. |
| | **NOTE: GLASS BLOCK TO BE SAFETY GLASS |
| | IF UNIFORM FACE THICKNESS IS LESS THAN |
| | 0.25". SEE SEC. 2405.2 FBC 2001. |
| | C)UDPATE PLUMBING NOTE #6. |
| | 6-SHEET A-4: A)SPECIFY FIREBLOCKING AT |
| | STAIRS. SEE SEC. 2305.1.4 FOR LOCATION |
| | B)REVISE NOTE #1: HANDRAIL TO BE BETWEEN |
| | 34" & 38" HIGH. SEE SEC. 1007.5.1 FBC. |
| | C)REVISE NOTE #14: NEED FIREBLOCKING, NO |
| | DRAFSTOPPING. SPECIFY MATERIAL AND |
| | LOCATION. SEE SEC. 2305.1.4 FBC 2001. |
| | D)REVISE BUILDING SECTION TO MATCH ROOF |
| | FRAMING PLAN & 2ND FL. FRAMING PLAN. |
| | E)PROVIDE GENERAL SPECS FOR FIREBLOCKING |
| | AT ALL CONCEALED SPACES. SEC. 2305.1.4 |
| | 7-SHEET A-5: A)REVISE FOOTING SIZE TO |
| | MATCH FOUNDATION PLAN. |
| | B)REVISE NOTE #14: VENT SIZE TO MATCH |
| | VENT CALCULATIONS. |
| | C)REVISE SECTION C/A-5 TO MATCH 2ND FL. |
| | FRAMING PLAN. |
| | **ALSO, GIVEN DIMENSIONS ARE NOT CLEAR. |
| | D)SPECIFY FIREBLOCKING ON SEC. B/A-4. |
| | 8-SHEET S-1: A)SHOW NAIL'G ZONES IN ROOF |
| | FRAMING PLAN. TABLE 2306.1 CITY AMEND. |
| | B)SPECIFY SPACING FOR WWM SUPPORTS IN |
| | CONCRETE SLAB. SEC. 1909.3 FBC 2001. |
| | C)CLEARLY IDENTIFY STEEL COLUMNS IN FOUN |
| | DATION PLAN. SOME STEEL COLUMNS ARE |
| | KEYED AS P1, WHICH IS FOR WOOD COLS. |
| | **CLEARLY IDENTIFY BUCKET DETAILS FOR |
| | STEEL COLUMNS. |
| | D)WHERE IS DETAIL F5 AND F1= SHOWN ON |
| | FOUNDATION PLAN? |
| | E)CLARIFY WHY GIRDER TRUSSES ARE NOT |
| | RESTING ON MASONRY COLUMNS AT THE END. |
| | SEE 2ND. FL. FRAMING PLAN RIGHT SIDE. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | F)PROVIDE DETAIL CONNECTION AT TOP OF |
| | STEEL COLUMN WHERE IT CALLS FOR 5500# |
| | REACTION. CLARIFY HOW IS THE STRAP |
| | INSTALLED. ISN'T THIS A CONTINUOUS |
| | GIRDER TRUSS?. WHAT IS THE STRAP FOR? |
| | SEE 2ND FLOOR FRAMING PLAN.SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | G)SPECIFY HOW LONG ARE THE TAPCONS TO |
| | ANCHOR 2X FILLER AT ENTRY DOOR. |
| | H)CLARIFY WHY DIFFERENT SPECS FOR DETAIL |
| | S2 AND S4? SEC. 104.2.1.2 CITY AMENDM. |
| | 9-SHEET S-2: A)REVISE TRUSS SCHEDULE TO |
| | MATCH USP PUBLISHED VALUES. PROVIDE |
| | ENGINEERING CALCS FOR DIFFERENT VALUES |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | B)REVISE GENERAL NOTE #3. NEED DESIGN |
| | FOR 140MPH, NOT 110. |
| | 10-SHEET S-3: A)SPECIFY FIRECUT REQUIRE- |
| | MENTS ON STRUCTURAL WALL SECTIONS. |
| | SECTION 2305.4 FBC 2001. |
| | B)DETAIL F14: HOW LONG ARE THE ANCHOR |
| | BOLTS?. SEC. 104.2.1.2 CITY AMENDMENTS |
| | **SAME COMMENT FOR DETAIL F16. |
| | 11-SHEET S-4:A) COMPLETE GABLE END |
| | DETAIL. SPECIFY ALL CONNECTORS. |
| | PROVIDE COMPLETE SPECS SHOWING HOW THE |
| | TRUSS IS DESIGNED TO BE CONTINUOUS AT |
| | LATERAL SUPPORT. SEE SEC. 2117 FBC. |
| | 12-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS UNDER A SEPARATE |
| | PERMIT. CITY IMPLEMENTATION STANDARD |
| | FOR HURRICANE MISSILE IMPACT PROTECT'N |
| | 13-SEE GARAGE DOOR PRODUCT APPROVAL FOR |
| | STRUCTURAL BUCK REQUIREMENTS. REVISE |
| | DETAIL AS REQUIRED. ***SPECIFY WASHER. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
