| Date |
Text |
| 2002-09-20 00:00:00 | CHECKLIST: |
| | 1-PROVIDE ENGINEERING ANALYSIS/CALCS FOR |
| | EXTERIOR MASONRY WALL WITH VERTICAL |
| | REINFORCEMENT @ 8'-0" O.C. TIED TO THE |
| | SINGLE BOND BEAM TO VERIFY ADEQUACY |
| | FOR LATERAL STABILITY (SEC. 2105 FBC) |
| | AND LATERAL SUPPORT (SEC. 2107 FBC). |
| | ALSO, SEE SEC. 1604.2.4 FBC 2001. |
| | 2-A)PROVIDE COMPLETE DETAILS/SPECS FOR |
| | INSTALLATION OF ALL FRONT GABLE END |
| | TRUSSES SHOWING HOW ARE THEY STRUCTU- |
| | RALLY CONTINUOUS AS REQUIRED BY SEC. |
| | 2313 FBC 2001. |
| | B)CLARIFY WHY BLOCKING AT FRONT GABLE |
| | END WALLS IS SHOWN ONLY PARTIALLY AND |
| | NOT ALL THE WAY DOWN TO THE ENDS. SEC. |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | 3-NEED RECORDED N.O.C. |
| | 4-SHEET A-1: A)UPDATE PLUMBING NOTE. USE |
| | FPC 2001, NOT SPC 1994. |
| | B)REVISE ATTIC ACCESS SIZE. NEED 36" MIN |
| | SEC. 2309.6 FBC 2001. |
| | C)BATHROOM #2 WINDOW NEEDS TO HAVE SAFE- |
| | TY GLASS AS REQ'D BY SEC. 2405.2 FBC. |
| | D)CHECK KEYED DETAILS/SECTIONS TO VERIFY |
| | THAT NUMBER & SHEET PROPERLY MATCH. |
| | 5-SHEET A-2: NOTE #4 DOESN'T APPLY TO |
| | ARCHED OPENINGS OR GABLE ENDS. REVISE. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 6-SHEET A-4: REVISE SIZE OF FOOTING ON |
| | SECTION 2/A-4 TO MATCH FOUNDATION PLAN |
| | **ALSO: SECTION 1/A-4 TO INCLUDE REAR |
| | PORCH. SEC. 104.2.1.2 CITY AMENDMENTS. |
| | 7-SHEET S-1:A)STRUCTURAL NOTE #1 CALLS |
| | FOR 2000PSF AND SOIL STATEMENT CALLS |
| | FOR 2500PSF. REVISE/CLARIFY AS REQ'D. |
| | B)TYPICAL DETAIL AT BOND BEAM ELEVATION |
| | CHANGE CALLS FOR BB W/1#7. BEAM SCHED. |
| | CALLS FOR BB W/1#5. CLARIFY AS REQ'D. |
| | C)LINTEL SCHEDULE DOESN'T MATCH PLAN. |
| | SEE REAR PORCH OPENING SIZE & HEIGHT. |
| | D)PROVIDE STRUCTURAL DETAIL/SECTION AT |
| | REAR PORCH SHOWING HOW ARE PRECAST |
| | LINTELS INSTALLED. CHECK FOR UPLIFT. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | E)SPECIFY SPACING FOR WWM SUPPORTS IN |
| | CONCRETE SLAB. SEC. 1909.3 FBC 2001. |
| | 8-SHEET S-2: A)REVISE NOTE #2. SEMCO |
| | CONNECTOR IS OUT OF BUSINESS. |
| | B)UPDATE NOTE #3: REFER TO FBC 2001. |
| | C)ELEVATION "A" IS KEYED ON FRAMING PLAN |
| | AS A/S-2.1 INSTEAD OF A/S-2. REVISE |
| | **NOTE A) COLUMNS SPECIFIED DON'T MATCH |
| | FOUNDATION PLAN. SEE FC-5 AND NOTE FOR |
| | 5#7 BARS. |
| | **NOTE B) WHERE ARE THE 2#5 TOP AND 2#5 |
| | BOTTOM. SEE BEAM SCHEDULE. |
| | D)WHERE IS CONNECTOR A/S-2 KEYED ON PLAN |
| | E)IDENTIFY ROOF NAILING ZONES. SEE TABLE |
| | 2306.1 CITY AMENDMENTS TO FBC 2001. |
| | F)SECTION 5 CALLS FOR BB W 1#7. BEAM |
| | SCHEDULE CALLS FOR BB W/1#5. CLARIFY |
| | G)PROVIDE COMPLETE SECTION 3/S-2 SHOWING |
| | REAR PORCH. |
| | H)DETAIL 7/S-2: HOW ARE USP TA24R CONNEC |
| | TORS EMBEDDED ON THE PRECAST LINTEL? |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | I)REVISE TRUSS CONNECTOR TO MATCH USP |
| | PUBLISHED VALUES. PROVIDE ENGINEERING |
| | CALCS FOR DIFFERENT VALUES. SECTION |
| | 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| | J)CLARIFY WHY BLOCKING @ FRONT GABLE END |
| | IS SHOWN PARTIALLY AND NOT ALL THE WAY |
| | DOWN TO THE ENDS. |
| | K)WHERE IS SECTION 1/S-2?. |
| | 9-PROVIDE STRUCTURAL DETAIL FOR 2X BUCK |
| | AT ARCHED OPENINGS TO RECEIVE ARCHED |
| | WINDOWS. NEED SPECS FOR WOOD FRAMING & |
| | MASONRY. SEC. 104.2.1.2 CITY AMENDMENT |
| | 10-PROVIDE PRODUCT APPROVAL FOR GARAGE |
| | SIDE DOOR. ALSO, PRODUCT APPROVAL WITH |
| | LEGIBLE DRAWINGS FOR GARAGE DOORS. |
| | 11-PROVIDE COMPLETE/CORRECT INFORMATION |
| | FOR STORM SHUTTERS OR APPLY FOR SEPARA |
| | TE PERMIT IF INFORMATION IS INCOMPLETE |
| | 12-PROVIDE GENERAL SPECIFICATIONS FOR |
| | FIREBLOCKING AT ALL CONCEALED SPACES. |
| | SEC. 2305.1.4 FBC 2001. |
| | 13-SEE PRODUCT APPROVAL FOR GARAGE DOORS |
| | STRUCTURAL BUCK REQUIREMENTS. REVISE |
| | DETAIL AS REQ'D AND SPECIFY WASHERS. |
| | SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| | 14-ENERGY CALCULATIONS: A)REVISE UNDER |
| | ATTIC AREA. SEC. 602.1ABC.1.2 CHAPTER |
| | 13 FBC 2001. |
| | 15-UPDATE SHEET C-1: FOUNDATION NOTE TO |
| | USE 0.006 MIL VISQUEEN. SEC. 1909.2. |
