Laserfiche WebLink
- OP) TNT NOTICE <br />TYP AT AD <br />2x6 EXT ST <br />8" CONC <br />RETAINING WAI <br />W/ REINF PER 2 <br />T/RET WALL=7' <br />\/FRIFV PFR QRr <br />W/ADHESIVE SPACING TO @ 24"Ov JY J vv <br />MATCH NEW FTG REINF. INFILL <br />TYP <br />LL WALL <br />MAINTAIN 4" FROM EDGE <br />OF (E) CONC <br />FOUNDATION NOTES: <br />STUD AND SHEAR WALL NOTES: <br />O <br />O <br />r <br />1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.0, S1.1 AND S1.2. <br />1. <br />LUMBER GRADE PER STRUCTURAL GENERAL NOTES. <br />2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS <br />2. <br />ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL <br />SHALL BE FIELD VERIFIED. <br />NOTES. <br />3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL <br />3. <br />HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, <br />DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR [POOLS, SPAS, FREEZERS, <br />UNO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED <br />COOLERS, PLUMBING, SPRINKLERS AND HVACI. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, <br />THUS: ( . TRIMMERS TO BE CONTINUOUS TO THE FOUNDATION. BLOCK SOLID AT FLOOR FRAMING. <br />ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. <br />CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. <br />4. <br />SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 9/S4.0. <br />4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND <br />5. <br />ALL EXTERIOR WALLS REQUIRING WOOD SHEATHING PER THE ARCHITECT SHALL BE SHEAR WALL TYPE W6 <br />ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE <br />UNO. <br />FREE -DRAINING GRANULAR FILL PER GEOTECH REPORT. <br />2 <br />6. <br />AT STAGGERED STUD WALLS, BUNDLED STUDS, TRIMMER STUDS, KING STUDS, AND SHEAR WALL <br />5. T/(E) FTG= -1'-4" PER (E) STRUCTURAL DRAWINGS. T/EXTERIOR FTG TO MATCH T/(E) FTG, VERIFY FIELD <br />COMPRESSION STUDS ARE TO MATCH THE WIDTH OF THE WALL PLATES. <br />CONDITIONS. <br />HD <br />6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE <br />7. <br />el (2) 2x INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 11/S4.0. CIRCLED NUMBER <br />PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS <br />INDICATES NUMBER OF TRIM STUDS REQUIRED AND BOTTOM NUMBER INDICATES NUMBER OF FULL HEIGHT <br />NOTED IN THE STRUCTURAL GENERAL NOTES. <br />(KING)STUDS REQUIRED IN ADDITION TO BUNDLED OR TRIM STUDS OR POSTS SHOWN ON PLAN. <br />7. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING <br />8. <br />TYPICAL HOLD-DOWN ELEVATION PER 10/S3.0. <br />WALLS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6" ABOVE FINISH GRADE PER 2/S3.0. <br />9. <br />ANCHOR BOLTS TO BE 5/8" 0 x 7" MINIMUM EMBEDMENT PER X-SX.X. 1 PROVIDE HOT -DIPPED GALVANIZED <br />8. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE- <br />ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES.] [HOT -DIPPED GALVANIZED ANCHOR BOLTS ARE NOT <br />TREATED. <br />REQUIRED AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES.] <br />9. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. <br />10. TYPICAL DETAILS PER: <br />5/S3.0 STANDARD HOOKS AND BAR BENDS <br />7/S3.0 TYPICAL CORNER REINFORCING AT CONCRETE WALLS <br />8/S3.0 TYPICAL STAIR ON GRADE <br />9/S3.0 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE <br />14. TYPICAL DETAILS PER: <br />3/S4.0 TYPICAL TOP PLATE SPLICE DETAIL <br />SCALE: 1/8" = V-0" <br />TITS, DOCUMEPIT AND THE NFORMATOIV <br />HERE \I RELATHG TO THE PROJECT ARE <br />AN HSTR,UMEGiT OF SERVI-F AND THE <br />COP;RC,HTED PROPERTY OF BOTESCH, <br />WASH AND HALL ARCHTECIS. P.S. NO <br />PVP.T HER'EO- SHt,LL BE COPED. <br />DUPLCATED. DSTRBUTED. DSCLOSM <br />OR MADE AVALABLE TO OTHERS OR <br />USED TO AWY EXTENT 'N-IATSOEVER. <br />EXCEPT AS EYPRESSLY AUFFINZED N <br />�NR T NC BY BCTESCH. NASH AND HALL <br />ARCHTECTS. P. <br />11J <br />00 <br />m <br />M <br />n <br />c <br />CO <br />00 <br />I� <br />_J <br />J <br />_1 <br />Q <br />Q <br />Q <br />0 <br />Of— <br />U-) <br />co <br />CO <br />m <br />W <br />C/) <br />D <br />D <br />D <br />y <br />w <br />cn <br />cn <br />cn <br />� <br />w <br />CE <br />w <br />cc <br />uJ <br />m <br />CE <br />cc <br />cc <br />w <br />w <br />Lu <br />� <br />� <br />a <br />E v <br />3 � <br />o <br />3 V. <br />ra <br />'o c <br />m _ <br />� m <br />boa <br />� 3 � <br />cE <br />Q <br />® <br />c o <br />Q <br />�E <br />u <br />CD <br />O w <br />o Q <br />c �coaU <br />o 3 <br />;5,o <br />0 m <br />oa <br />��Em <br />U) <br />o <br />Q <br />o> <br />N <br />o-E <br />co U)d V <br />Q <br />LU <br />00 <br />co <br />ui <br />J0 <br />)90 w W <br />kL <br />JOB NuLvaBER <br />13®11-0034 <br />DATE 37/11 /13 <br />DRAWN Bl' <br />EC <br />CFIECKED DJ' <br />GD <br />SHEET TITLE <br />SHEET NUMBEla <br />ITT OF ESE T <br />