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00-0630-014 1 PRE-FAB OOR STUCCO ON MTL. LATH PRE-F B FLO R TRUSSES OVER 1/2" PLYWOOD TRUSS S I GENERAL NOTES 1/2" DRYWALL R: 19.0 SHT.INSULATION 12" RB-1 TB-3 ` SEE SHT. D-2 SEE SHT. D-2 TB-3 12" 1. FOUNDATION DESIGN IS BASED ON A SOIL 11. COORDINATE ALL STRUCTURAL WORK WITH BEARING CAPACITY OF 2,000 PSF. FILL ARCHITECTURAL, MECHANICAL AND ELECTRICAL SHALL BE COMPACTED TO 95% OPTIMUM DRAWINGS FOR VERIFICATION OF LOCATIONS N DENSITY AND FIELD TESTS SHALL BE TAKEN. DIMENSIONS OF ALL PROJECT REQUIREMENTS. 10'-2" I BEDROOM #5 A. 2. ALL REINFORCEMENT SHALLBE 60,000 PSI 12. SUBMIT 3 SETS SHOP DRAWINGS FOR THE 3'-4" 12'-O" MINIMUM YIELD NEW BILLET STEEL IN ARCHITECTS REVIEW OF ALL ITEMS REQUIRING ACCORDANCE WITH ASTM A615 GRADE 60. FABRICATION. DO NOT FABRICATE UNTIL 00 ALL BAR LAPS SHALL HAVE A MINIMUM OF APPROVED. I 36 BAR DIAMETER PLACING OF REINFORCEMENT SHALL CONFORM TO THE 13. ALL ROOF TRUSSES SHALL BE ANCHORED AT LATEST ACI AND MANUAL OF STANDARD EACH END WITH A 1" X 14 GA HUGHES DTC PRACTICE CODES. USE CORNER BARS IN STRAP/TRUSS SEAT EMBEDDED IN CONCRETE COVERED PATIO OPEN LIVING ALL FOUNDATION CORNERS TO MATCH BEAM AS SPECIFIED IN TYPICAL WALL SECTION I N Q� FAB F �Z ;•:r b REINFORCEMENT SIZE AND SPACING. 00 TRU S RB-7 3. ALL STRUCTURAL STEEL SHALL BE ASTM 14. MINIMUM CONCRETE COVER OVER REINFORCING A-36 STEEL ALL BOLTS SHALL BE ASTM STEEL AS FOLLOWS: RB-4 ' A-325 GRADE. ALL ANCHOR BOLTS SHALL FOOTING 3" RB-4 BE ASTM A-307 GRADE. COLUMNS 1--1/2" 8'-11" 7'-0" BEAMS 1-1/2" 4. ALL STRUCTURAL STEEL SHALL BE FREE OF INTERIOR SLABS 3/4" COVER-__D, ENTRY SCALE, RUST, OIL AND OTHER DELETERIOUS EXPOSED SLABS 1-1/2" MATERIAL N 15. PROVIDE 12" HIGH WATER HAMMER ARRESTING I I 5. ALL TIMBER SHALL HAVE A MINIMUM FIBER CHAMBER AT EACH FIXTURE GROUP. 00 STRESS OF 1,250 PSI UNLESS OTHERWISE NOTED ON DRAWINGS. 16. CONTRACTOR SHALL PROVIDE SEPERATE BIDS OPEN LI ING FOR COPPER AND PVC WATER LINES. 6. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, 17. ALL MATERIALS AND FIXTURES USED MUST HAVE AN APPROVED SEPERATING, MATERIAL, BE BRAND NEW. OR HAVE GALVANIZED ANCHOR SEAT. 18. FIRE STOPS SHALL BE PROVIDED AROUND TOP, 7. ALL BEARING PARTITIONS SHALL BE SECURED BOTTOM, AND SIDES OF SLIDING DOOR TO ADJACENT PARTITIONS, AND SHALL HAVE POCKETS. AT LEAST A 3-STUD POST ALL ENDS AND CORNERS AND AT EACH END OF WINDOW AND 19. STRUCTURAL WOOD, SUCH AS 4 X 4'S OR DOOR OPENINGS. 4 X 6'S SHALL BE DOUGLAS FIR. 2 X 4'S USED FOR STRUCTURAL WOOD POST 2 SECTION CUT 1 4" 1 ' 8. ALL PARTITIONS GREATER THAN 10 FEET HIGH COMPOSITE, YELLOW SOUTHERN PINE #2 OR WITHOUT A LATERAL SUPPORT SHALL HAVE BETTER. DOUBLE 2 X 4 STUDS AT 16" O.C. (NAILED D-3 TOGETHER WITH 10D NAILS AT 6" O.C.) 20. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS SHALL BE SECURED 9. USE WASHERS AT ALL BOLTED TIMBER WITH APPROVED METAL STRAPS, CLIPS AND CONNECTIONS. ANCHORS AT CONNECTIONS IN ACCORDANCE WITH SFBC CHAPTER 29. 10. ALL BEARING WALL OPENINGS SHALL HAVE (2) 2 X 12 HEADERS (TYPICAL UNLESS 21. ROOF TRUSSES AND JOISTS SHALL BE NOTED) WITH 1/2" PLYWOOD IN BETWEEN. PROVIDED WITH PERMANENT CROSS/LATERAL AND ALL BRACING REQUIRED TO RESIST Q UPLIFT AND LATERAL FORCES IN ACCORDANCE REV-NO WITH SFBC CHAPTER 29. 01-24-01 No. DATE REVISIONS n PRE- -_AB FL OR FOR INFORMATION ONL' TRUS ES rl NOT FOR CONSTRUCT101 F1 NOT FOR PERMI TB-3 TB-3 1W ri FOR PERMI n DRI 1/2" DRYWALL R: 19.0 INSULATION 12" SEE SHT. D-2 SEE SHT. D-2 12" I �I f �LLLL LLL� LLL LL- 12'-10" r r I-LL LLL ALL W �j MASTER BEDROOM BEDROOM #3 N U Z co co BATHRM 2 LAYERS OF PLYWOOD W W c SHEATHING SEE SHT. D-2 r 18'-O" 3 x8 PT. WD. LEDGER W 5 8 2"x8" PT. Wd. Le gen w/ 5/8"Ox5 1/2" w c X 7 1/2" LONG EXP. BOLTS Q 24"o.c. Exp. Bolts @ 18" .c. (-n � r o TB-2 PRE FAB F OPEN LIVING OR P E-FAB FLOOR o cn d- TRUSSES T USSES I ` N N m I L 2"x4" PT. WD. LEDGER W/ 1/4"0 :.% 0 00 ' X 4" LONG TAPCONS © 12"o.c. ;':12 TB-1 W zz `� — LO 0 BATHRM I '-10" OPEN KITCHEN o = __1 L cV e. ��� L 00 BEDROOM 2 17'-6" I°�L_I,"', W O , :'SHEET,DESCRIPTION '­­"POUNDATION 1 SECTION CUT 1 /4 = 1 ' PLAN D-3 SCALE "1 /4=1 '-0' PROJECT NUMBER 2000- DATE SHEET NUMBER D -