BIN C-4 SUN MEDICAL OFFICE BLDG - Laserfiche WebLink

Browse Search

+o- E s -8 W18x35 L3 1 /2x3 1 /2x1/4" N.L. C8xii.5 L.L. (TYP.) — SEE ARCH. DWG'S. 3"- N CANOPY FRAMING PLAN SCALE: 1/4' = 1' -0' H.L. INDICATES HIGH LEVEL L.L. INDICATES LOW LEVEL I I I I 1 I 1 —J I I I I 1 I I rc I Cl L2 1 /2x2 1 /2xi /4' 1 1 1 uj CROSS BRDG.- L2x2 BRACE (TYP.) I I IOKi JOIST W/ EXT'D. END I I w I I I 1 1 I 1 I I W14x22 I I 1 0 L2x2 BRACE -I - i' -7" - 3" 112" x 3" RECESS 3/16v 2 -12 1 EL. 112' -8" L 3 1/2 x 3 1/2 x 1/4" CONT. 3/16 SLOPE !OK JOIST -� SEE SECT. 1 S -7 L 3 1/2 x 3 1/2 x 1/4" x 8" W/ 1/4" STIFFENER PLATE @ JOIST LOCATIONS. 2 1/2' ,,�, EL. iii' -3 1/2" SECTION SCALE: 3/4' = 1' -0' S -8 r EL. 112' -B" r s W16 �3 16 L3 1/2x3 112 CONT.� N \ N EL. 111' -5 112' �r 00 I S -8 Cu W14 A j-,EL . 109'-4 3/4" _ ____ 3 /16� METAL DECK - SEE SECT. SEE SECT. S17 10K � TYP. 3/16 L2x2x3/16' W/ 3 1/2x3 1/2x1/4 'x5' CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8- SEE PLAN FOR LOCATION _ EL. 108' -6' CEILING LINE SEE ARCH. DWG'S. SECTION 1 SCALE: 3/4' = 1' -0' S -8 4' CMU ALTERNATING W/ 4' BRICK - SEE ARCH. DWGS. EL. 112' -8" EL. 109' -4 3/1' _�___ 1 7 CONC. FILLED U -BLOCK W/ 1 #5 CONT. — - - - - -- I �1 8 1 x24' CONC. BEAM W/2116 CONT. 6 #3 TIES @ 16' O.C. L3 1 /20 1/2x1/4" CONT. 1 _- _ - - -__ EL. V A R IES \ SEE PLAN CROSS BRIDGING SEE PLAN 10K r v3 /ifi TYP. L2x2x3 /16' W/L3 1 /2x3 1 /2x1/4 "x5" CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8 - SEE PLAN FOR LOCATION C8 CONT. W/ (7) 3/4" DIA. EXP. ANC'S. STAGGERED @ 6'-0' O.C. - CEILING LINE - EL. 108' -6' SEE ARCH. DWGS. SECTION z SCALE: 3 /A' = i' -0' S -8 In /, b "r,IT PLATE 112' - 4" N \ N CEILING LINE SEE ARCH. OWG'S. SECTION SCALE: 3/4' = 1' -0' S -8 Wi6 --,, _ N m C8 W21 = s CEILING LINE SEE ARCH. OWG'S. SECTION 6 SCALE: 3/4" = 1' -0' S -8 D � v 3 C Y (D ci U p U U Z ocn N �Q u �o H a U ° x U) Q cn cr- w to (9 wa O Ha +�+ (A N Z -4 Z UN 4 U) c� U w U) c1� L H U cr- LL- CIL- C) U Z Co Cpl W C-) F--i LL. L1_. CD - r at , ci Co L l.J x U) 87056 y . 2 -2 2 -00 S SUM05S0 1 s -a 15' -8" WE 3'- 4 SP. @ 3' -0" = 12' -0' 3" _ L3 1 /2x3 i /2x1/4' N.L. ° C8xii.5 L.L. (TYP.) W1 I I I I . � I I�. co� 1 1 1 I I [� v �- 1 I I 1 1 I W I r IOKi JOIST W/ EXT'D. END 1 I L2x2 BRACE _ (TYP.) summon 0 I I I I I I I I I I I I I I w -�- 171 1 1 1 1 i -�- a F 24' -4" J S -8 CANOPY FRAMING PLAN SCnLf'. 1 /n' 1' -0 0... EL. 112' -8' v we W12 COL. SECTION r SCALE: 3/4' = f' -0' S -8 L3 1 /2x3 1 /2x1/4' H.L. C8xll.5 L.L. 4 SP. @ 3' -0" = 12' -0" 15' -8' 0 L2x2 BRACE -I - i' -7" - 3" 112" x 3" RECESS 3/16v 2 -12 1 EL. 112' -8" L 3 1/2 x 3 1/2 x 1/4" CONT. 3/16 SLOPE !OK JOIST -� SEE SECT. 1 S -7 L 3 1/2 x 3 1/2 x 1/4" x 8" W/ 1/4" STIFFENER PLATE @ JOIST LOCATIONS. 2 1/2' ,,�, EL. iii' -3 1/2" SECTION SCALE: 3/4' = 1' -0' S -8 r EL. 112' -B" r s W16 �3 16 L3 1/2x3 112 CONT.� N \ N EL. 111' -5 112' �r 00 I S -8 Cu W14 A j-,EL . 109'-4 3/4" _ ____ 3 /16� METAL DECK - SEE SECT. SEE SECT. S17 10K � TYP. 3/16 L2x2x3/16' W/ 3 1/2x3 1/2x1/4 'x5' CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8- SEE PLAN FOR LOCATION _ EL. 108' -6' CEILING LINE SEE ARCH. DWG'S. SECTION 1 SCALE: 3/4' = 1' -0' S -8 4' CMU ALTERNATING W/ 4' BRICK - SEE ARCH. DWGS. EL. 112' -8" EL. 109' -4 3/1' _�___ 1 7 CONC. FILLED U -BLOCK W/ 1 #5 CONT. — - - - - -- I �1 8 1 x24' CONC. BEAM W/2116 CONT. 6 #3 TIES @ 16' O.C. L3 1 /20 1/2x1/4" CONT. 1 _- _ - - -__ EL. V A R IES \ SEE PLAN CROSS BRIDGING SEE PLAN 10K r v3 /ifi TYP. L2x2x3 /16' W/L3 1 /2x3 1 /2x1/4 "x5" CLIP @ JOIST 6 1/4" STIFFENER PLATE @ C8 - SEE PLAN FOR LOCATION C8 CONT. W/ (7) 3/4" DIA. EXP. ANC'S. STAGGERED @ 6'-0' O.C. - CEILING LINE - EL. 108' -6' SEE ARCH. DWGS. SECTION z SCALE: 3 /A' = i' -0' S -8 In /, b "r,IT PLATE 112' - 4" N \ N CEILING LINE SEE ARCH. OWG'S. SECTION SCALE: 3/4' = 1' -0' S -8 Wi6 --,, _ N m C8 W21 = s CEILING LINE SEE ARCH. OWG'S. SECTION 6 SCALE: 3/4" = 1' -0' S -8 D � v 3 C Y (D ci U p U U Z ocn N �Q u �o H a U ° x U) Q cn cr- w to (9 wa O Ha +�+ (A N Z -4 Z UN 4 U) c� U w U) c1� L H U cr- LL- CIL- C) U Z Co Cpl W C-) F--i LL. L1_. CD - r at , ci Co L l.J x U) 87056 y . 2 -2 2 -00 S SUM05S0 1 s -a 15' -8" WE 3'- 4 SP. @ 3' -0" = 12' -0' 3" _ L3 1 /2x3 i /2x1/4' N.L. ° C8xii.5 L.L. (TYP.) W1 I I I I . � I I�. co� 1 1 1 I I [� v �- 1 I I 1 1 I W I r IOKi JOIST W/ EXT'D. END 1 I L2x2 BRACE _ (TYP.) summon 0 I I I I I I I I I I I I I I w -�- 171 1 1 1 1 i -�- a F 24' -4" J S -8 CANOPY FRAMING PLAN SCnLf'. 1 /n' 1' -0 0... EL. 112' -8' v we W12 COL. SECTION r SCALE: 3/4' = f' -0' S -8