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L0 0 0 C? � m "r M M M O) N M � IL IXi U 2 WATERSTOP I` (1) #5 CONT. EACH FACE SEE PLAN. 48 db LAP LENGTH 48 db LAP LENGTH 0 ' :••; D OE(1)#5 CONT. EACH FACE -° ` z U W Lu mo .: .: • REINFORCED FILLED CELL, TYP. JOINT REINFORCEMENT -A a � � � �• '. t @ 16" O.C. SEE d g , co M Z GROUTED SOLID ; F GROUTED SOLID ; SPECIFICATIONS ADDED "L" BAR ADDED "L" BAR w } • '. MASONRY HOOK BAR END AS SHOWN Q m REINFORCED MASONRY WALL BACKER ROD & (1) #5 CONTINUOUS (1) #5 CONTINUOUS (1) #5 CONTINUOUS CONTINUOUS REINFORCEMENT CONTINUOUS REINFORCEMENT 2 (REINFORCING NOT SHOWN) CONSTRUCTION SEALANT o PRE -CAST LINTEL PRE -CAST LINTEL PRE -CAST LINTEL TYPICAL ALTERNATE 8F8-1B 8F16-lB/2T 8F24-1B12T MHA MH-2 MH-3 TYP. MASONRY CORNER ,, E DETAIL TYP. MASONRY DETAIL 2 D ETA I L TYP. MASONRY CAST-CRETE (OR EQUIVALENT) HEADER 3 DETAIL TYP. MASONRY CORNER 4 DETAIL u, CONTINUITY REINFORCEMENT �.2 S3.2 �.2 ` SCALE: 1-1 /2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" m °- Ua w U)2=! Oa) CB-1 u- -j U) w cl d 0<Z Z0�Q p A t=====>ALLwwz< w J F-1 t==> F5 wow=WCm L w HILTI X-U P-8 0.15T'0 x j' P.A.F. HILTI X-U P-8 0.15T'O x 14" P.A.F. m W J ~ co p I— }- (4) #3'S CONT. BASIS OF DESIGN HILTI BASIS OF DESIGN HILTI W m w W O m CV U)W _ 8x8x8 SINGLE CELL VERTICAL STRUCTURAL FASTENER TO STEEL STRUCTURAL FASTENER TO STEEL 0�'X2" A325 BOLT 0 H z Q Q z 0 O � Q W I I C.M.U. #2X4X4" TIES F 2 F� � STRUCTURAL STEEL CONNECTION BOLT O E W W W H I.- W �o'• FOUR #3's #2X7X7° TIES T @ 811 O.C. #10-16x1 }" T-3 WAFER HEAD #8-15#8-15 XX if BUGLEE HEAD DRYWALL SCREW = 0 � Ir co O 0 W mBASIS OF J CONTINUOUS AT 8" O.C. ° 8X8X8 HALF STRUCTURAL LIGHT GAUGE SCREW STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING N ITW BUILDEX } -I U) j Q = H W W m VERTICAL T REGULAR CB-2 u o w w w u)� }I F•3IdL F7 � O �?�QcacZ7�0w¢a n t = HWH #12-14x1" T-3 #12-24x22' T-3 PFH T/4 I w }. LL w V O W II w a �n I BASIS OF DESIGN ITW BUILDEX BASIS OF DESIGN ITW BUILDEX _ 20 II U O m W _ Q�"X2" A325 BOLT II FOUR#3 I� o - a F-3A � FB STRUCTURAL STEEL CONNECTION BOLT DOWELS �� ,, < HWH #12-24x14" T-5 W II '� BASIS OF DESIGN ITW BUILDEX ° 0.22X4 SDWS TIMBER SCREW .� .� STRUCTURAL LIGHT GAUGE SCREW N II I� 1I SAW -CUT J c', O BASIS OF DESIGN SIMPSON STRONG -TIE UNIT IF NEED D STRUCTURAL WOOD TO WOOD SCREW 3" PROJECTION 8" EMBED f-4 a BEAM AND BEARING PLATE. HWH$' x 1 •J°TITEN ° SEE OTHER DETAILS BASIS OF DESIGN SIMPSON TITEN a J CONCRETESCREW L ci CC) F-9 AB-1 Ja (� 8� J a ° I I O*X5' SIMPSON TITEN HD f'O F1554 Gr. 36 W. (2) NUST AND (2) FLAT WASHERS BASIS OF DESIGN SIMPSON STRONG -TIE (1) UNIT OF SIMPSON "SET XP" IS REO'D PER EVERY BOLT INSTALLATION STRUCTURAL STEEL AND WOOD TO MASONRY BOLT BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL STEEL PLATE TO CONCRETE ANCHOR BOLT DETAIL TYP. REINFORCED MASONRY COLUMN s DETAIL TYP. SOLID GROUT BEARING BLOCK TYP. FASTENERS S3.2 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 6" = 1'-0" 42" MIN. LAP 10" 25" MIN. LAP R2" #5 REINFORCING BAR #6 REINFORCING BAR #3 & #4 LAP SPLICE #3 OR #4 REINFORCING BAR #6 LAP SPLICE z O U) W z r N c+'i 4 Ln (O ti w 54" MIN. LAP 30" MIN. LAP #7 REINFORCING BAR #5 REINFORCING BAR #7 LAP SPLICE A.C.I. STD 90< BEND #5 LAP SPLICE 9 DETAIL TYP. REBAR LAP AND BENDING DETAIL w S3.1 SCALE: 1-1/2" = 1'-0" U i STEP 8" MIN 48 db LAP LENGTH • `' ' BOND BEAM W/ REINFORCEMENT PER rd'^ '�.." SECTIONS AND DETAILS ' .p : •4. d • • di.• •d• .. _ `^.: ',.. a� d., .. ° 48dbLAP LENGTHp.• d•. d,... . Q 'd .1 .: MIN NOTE: VERTICAL WALL REINFORCEMENT NOT Z SHOWN FOR CLARITY, SEE PLAN AND DETAILS. W CC STEP 'i c W N JOB NO. E19-208 1 oDETAIL TYP. MA DATE 08/27/2019 ND BEAM STEP MS3.2 S3.1 SCALE: 3/4" = 1'-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.