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05-875-015# 5 a 12 " O.C. 50TT. EA. EWA B -3 SEE STRUCTURAL F0fR FOR SIZE AND REINFORCEMENT 5ALCONY # 4 a 12 " O.C. TOP EA. SWAY O o _ 50TT OF T5 -1 COLUMN BEYOND. BALCONY DETAIL -� Ell �i- 39" MAY TYP 8 "x8 "x16" CONCRETE MASONRY UNITS WITH DUR -OWALL REINFORCEMENT (LADDER TYPE) EVERY OTHER COURSE EXTEND OUR-O -WALL 4' INTO ALL COLUMNS PRE -FAB CONCRETE LINTEL SEE SCHEDULE (SHT D -6 & D- 1# 5 IN CONCRETE FILLED CELL PROVIDE CLEANOUT AT MIDDLE AND BOTTOM TO ENSURE ALL WINDOW OPENING 8 "x8' PRECAST CONCRETE FILLED LINTEL SEE SCHEDULE FOR REINFORCEMENT 1 #5 IN CONCRETE FLED CELL CONiINOUS FROM FOUNDATION TO CONCRETE TIE BEAM ALL SPLICE 30" MIN. KNOCK -OUT 3 "x5" PRE -FAB KNOCK -OUT AT LINTEL TO ALLOW FILLED CELL TO CONTINUE TO TIE BEAM (TYP. Ek SIDE) STUCCO FINISH, TYP. 05 BAR VERT. REINF. \-S 5AR VERT. REINF. FULL EMBED IN FULL EMBED IN CONCRETE AT CORNER CONCRETE, TYP. CONDITION, TYP. TYFICAL �EINF. DETAIL SEE COLUMN SCHEDULE FOR ADDITIONAL INFORMATION NOTES: 1. ALL VERTICAL REINFORCEMENT TO 5E NI5 MIN. 2. ALL CELLS TO 5E GROUTED SOLIDLY 3. HORIZONTAL REINFORCEMENT TO 5E 9GA LADDER TYP. 6 16" O.0 4. BLOCK ARE TO 5E STAGGERED EVERY COURSE 5. SEE SCHEDULE FOR REINFORCING 6. SEE STRUCTURAL NOTES FOR MIN. COVER SCALE: 3/4 =1' -O' JOINT J -2 EL. SEE PLAN WELL COMPACTED FILL —/ ON BLOCK WALL 3' CLEAR rM. — THICKENED EDGE AT DOOR DETAIL 1 5 CONT. EL. SEE PLAN Ij1 x I e' CONCRETE SLAB, SEE PLAN FOR REINFORCING J EL. SEE PLAN 2 5 CONTINUOUS TYPICAL SLAB DROP DETAIL I 00 i PREENGINEERED PREFAB. WOOD TRUSSES SEE MANUF. SHOP DRAWINGS, AND ROOF FRAMING PLAN FOR BRACING, TYPICAL iz 3� ANCHOR STRAP AND SEAT SEE FRAMING PLAN FOR SIZE AND CONNECTION TOP OF T.B -2 ELEV. ~ +18w-1 "�� SITE FRAMING P OVERHANG )D CONT. FASCIA 'ASCIA DETAILS THIS SHEET GALV. MTL. DRIP ON P.T. 1 X2 WOOD NAILER MIN. LAP 30" DOWEL'S SPLICING LENGTH TO BE 48 DIA BAR .MI FINISH FLOOR ..............................................................................3 ........... ............................... ELEV. +10' -1" - ................ . . i� •a . 2 FB �' . nd ..........LOOR .... ....................T......1 ...... .. +9'-B" ##5 REINF BAR 8" CONC. BLK. W/ 9 GA. LADDER TYPE HORIZ. REINF EVERY OTHER COURSE 5/8" STU MIN. LAP 30" DOWEL'S SLPICING LENGTH TO BE 48 BAR DIA MIN GRND FLOOR PLAN ELEV. OU __...._ GRADE CO r g" 5 CDX PLYWOOD SHEATHING NAILED W/ 8d © 6" 0 /C. ( 4" @ PERIMETER) R -19 INSULATION NP THRU —OUT 8" X 12" CONC. TIE BEAM -2 (SEE BEAM SCHEDULE) TO STRAPS & WRAP AROUND W/ FELT PAPER ( TYP) 16" WOOD FLOOR TRUSS 24" O.0 ( BY OTHER) 1/4" EXPANSION MATERIAL 4" CONC. SLAB W/ 6 x 6- 10/10 WWM ON WELL COMPACTED, CLEAN FILL (DOUBLE MESH AT PERIMETER 30 IN.) SEE FOUNDATION PLAN VAPOR BARRIER CONC. FOOTING WF -24 (SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENTS TYPICAL WALL SECTION SCALE: 3/4" = l' -0" LLI CONCRETE SLAB, WE 0 PLAN FOR THICKNESS AND REINFORCING LL EL. SEE PLAN • r—a— a TI I VAPOR BARRIER EL. SEE PLAN • WALL FOOTING, SEE • PLAN AND SCHEDULE FOR SIZE AND REIN. 3' CLEAR rM. — THICKENED EDGE AT DOOR DETAIL 1 5 CONT. EL. SEE PLAN Ij1 x I e' CONCRETE SLAB, SEE PLAN FOR REINFORCING J EL. SEE PLAN 2 5 CONTINUOUS TYPICAL SLAB DROP DETAIL I 00 i PREENGINEERED PREFAB. WOOD TRUSSES SEE MANUF. SHOP DRAWINGS, AND ROOF FRAMING PLAN FOR BRACING, TYPICAL iz 3� ANCHOR STRAP AND SEAT SEE FRAMING PLAN FOR SIZE AND CONNECTION TOP OF T.B -2 ELEV. ~ +18w-1 "�� SITE FRAMING P OVERHANG )D CONT. FASCIA 'ASCIA DETAILS THIS SHEET GALV. MTL. DRIP ON P.T. 1 X2 WOOD NAILER MIN. LAP 30" DOWEL'S SPLICING LENGTH TO BE 48 DIA BAR .MI FINISH FLOOR ..............................................................................3 ........... ............................... ELEV. +10' -1" - ................ . . i� •a . 2 FB �' . nd ..........LOOR .... ....................T......1 ...... .. +9'-B" ##5 REINF BAR 8" CONC. BLK. W/ 9 GA. LADDER TYPE HORIZ. REINF EVERY OTHER COURSE 5/8" STU MIN. LAP 30" DOWEL'S SLPICING LENGTH TO BE 48 BAR DIA MIN GRND FLOOR PLAN ELEV. OU __...._ GRADE CO r g" 5 CDX PLYWOOD SHEATHING NAILED W/ 8d © 6" 0 /C. ( 4" @ PERIMETER) R -19 INSULATION NP THRU —OUT 8" X 12" CONC. TIE BEAM -2 (SEE BEAM SCHEDULE) TO STRAPS & WRAP AROUND W/ FELT PAPER ( TYP) 16" WOOD FLOOR TRUSS 24" O.0 ( BY OTHER) 1/4" EXPANSION MATERIAL 4" CONC. SLAB W/ 6 x 6- 10/10 WWM ON WELL COMPACTED, CLEAN FILL (DOUBLE MESH AT PERIMETER 30 IN.) SEE FOUNDATION PLAN VAPOR BARRIER CONC. FOOTING WF -24 (SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENTS TYPICAL WALL SECTION SCALE: 3/4" = l' -0" LLI 0 LL z Z r� n N _0 F- � LLJ � Q N Q _ Q — Q 0 _ uJ LL_ O U /U v J N — Q LLJ W Lo U) 0� U Q Q — 00 0 >- DRAM BY JULIO C SI LVA CHECKED BY Y. H JOB No. - 0005 2005 PAGE S 5 1 5 OF 2 0 SHEETS 0 LL z _0 F- 0 � Q Q — i75 Q:� _ O /U v J � W 0� U Q cr) 00 Q N °�6 � W O (� U) M 0 W O rn Lo E- DRAM BY JULIO C SI LVA CHECKED BY Y. H JOB No. - 0005 2005 PAGE S 5 1 5 OF 2 0 SHEETS