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HomeMy WebLinkAboutS404 - Stair Tower Framing Details8" CMU, GROUT SOLID FULL HEI( #5®40" o.c. VERTICAL REINFORCING 9 GA. HORIZ. JOINT REINF. @16" o.c. VERTICALLY AND AS NOTED IN THE GENERAL NOTES TYP. STAIR TOWER CMU WALL SECTION 3'-4" R.O. 8" CMU, GROUT SOLID #4©16"o.c. MAX. EMBED 4 1/2" IN MASONRY w/ HILTI HIT—HY 270 EPDXY. 8" CONC. SLAB --j SEE S403 FOR ADD'L INFORMATIOP SECTION H-7 IAI 11 A C`nk I C7\/ n n K IT (TYP.) MASONRY (SEE ARCH.) 8" CMU, GROUT SOLID N 2" 18 GA. TAL DECK w/ WWR KNESS) T. ROD @16"o.c. CONC. SLAB 0 COMPOSITE ME 6x6—W1.4xW1.4 (4" TOTAL THIC L4x4x3/8 CON 3/4" 0 THIRD. EMBED 6 3/4" IN MASONRY w/ HILTI HIT-270 EPDXY. SECTION 8" CMU, GROUT SOLID 8" CMU (BEYOND) 6 #4x @8"o.c. MAX. 8„ S404 EMBED w/ HILTI CONC. SLAB ON 2" 18 GA. HILTI—HY 270 EPDXY. MASONRY #4x oo C�8"o.c. MAX. EQ. EQ. COMPOSITE METAL DECK w/ (SEE ARCH.) 6x6—W1.4xW1.4 WWR (4" TOTAL THICKNESS) -------------- 3/4"0 ASTM F1554 8" CONC. SLAB GR. 36, ANCHOR ROD SEE 1 /S403 FOR 8" CONC. SLAB, EMBED 6" IN CONC. ADD'L INFORMATION. SEE 1/S403 FOR ADD'L INFORMATION. L4x4x7/16 CONT. g" CMU, GROUT SOLID GA. = 2" 8" CMU, GROUT SOLID EQ. EQ SECTION SECTION CAST BEAM CONT. w/ SLAB ON v DECK 8" CMU, GROUT VMETAL 8" CONC. SLAB, PUDDLE WELD DECK TO L4x4 PUDDLE WELD DECK TO L4x4 PUDDLE WELD DECK TO 1-44 SOLID FULL HEIGHT SEE 1/S403 FOR ADD'L INFORMATION. CONC. SLAB ON 2" 18 GA. PROVIDE DECK CLOSURE CONC. SLAB ON 2" 18 GA. CONC. SLAB ON 2" 18 GA. I I I I COMPOSITE METAL DECK w/ AT DOOR OPENING COMPOSITE METAL DECK w/ COMPOSITE METAL DECK w/ �I 6x6—W1.4xW1.4 WWR 6x6—W1.4xW1.4 WWR 6x6—W1.4xW1.4 WWR I (4" TOTAL THICKNESS) 18 GA. METAL PLATE, (4" TOTAL THICKNESS) 18 GA. METAL PLATE, (4" TOTAL THICKNESS) SECURE TO 8" CMU SECURE TO 8" CMU ~~~ ~ ~~ w/ (2) TEK SCREWS ~~~~~~~~ w/ (2) TEK SCREWS ~~~~ ~ 71 ---------------- - 00 ;`: 3/4"0 THRD. ROD II II L4x4x7/16 CONT. 4 CMU 4 CMU - EPDXY EMBED IN MASONRY II II L4x4x7/16 CONT. L4x4x7/16 CONT. 3/4"0 THRD. ROD EPDXY N EMBED IN MASONRY NO ANCHORS UNDER NO ANCHORS UNDER L4x4x3/8 CONT. 3/4" 0 ASTM F1554 GR. DOOR OPENING DOOR OPENING 36, ANCHOR ROD 3/4"�b A325 BOLT w/ 6" MIN. EMBED 6" IN CONC. 6" MIN. 8" CMU, GROUT SOLID 8" CMU, GROUT SOLID BEVELED WASHER (TYP.) 4 SPA.@18"o.c. MAX. MC8x21.4 w/ 5/8" 0x2 1 /2" H.A.S. ®1'-0"o.c. SECTION SECTION SECTIONK7�SECTION 6 8 1 "=1'-0" S404 1 "=1'-0" S404 1 "=1'-0" S404 1 "=1'-0" S404 1.5620 METAL DECK C8x11.5� N- 1 - - -- O lclzw-Tilll e'9 CV Ln CV CD 0 U CD L(7 ro TOP OF MASONRY N OIL 148'-0 3 T/STEEL 04 L5x3 1/2x5/16x0-10 1/2" FLANGE TO EXTEND ANGLE w/ 3/4"0 THIRD. ROD. EMBED 6 3/4" INTO MASONRY w/ HIT—HY 270 EPDXY (TYP.) 3 1 /4" TYP. 5" TYP. SECTION o< WINDOW, TYP. (SEE ARCH.) STONE (SEE ARCH.) L5x5x5/16 (2) #3 BAR � z H uLu = Z"� o 2 N m Lo rn LO COco I-- Ir0 co Wo 0 r a) �m Lu 4 Z W U) � LLi Q W o Q WoQz m- Z za6 2 cr W In = TLL aJ U m LL CERTIFIED BY `�►►►►►►uwu°nu�oii I C KO o``O°o1 �`���G\STEFO 9C' �10201124 STATE 0 v O V c O v N O \.O O U 4 S �LLo'm �m LL m��mrS z J° > W JZ �❑ W CD CV Q cy) o Q C) z z � E L rr co Q U L1J r Q U O ~ V J W U rr CD u J U ts`�SS`O\N LO ~ E A p 70� a v w • 1 SYM. REVISION I DATE A ISSUE FOR PERMIT 10/25/21 z_ Q u— IIr w O I-- Cn J Q w w H v � H CHECKED BY AC K DRAWN BY SLH SCALE AS NOTED DATE SHEET NO. S404