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TS5x3x1/4" OUTRIGGER THRU CONC. <br /> OUTSIDE INSIDE LEDGER ANGLE CONT. BENT PL. WALL WELDED TO END PLATE ON <br /> ON FAR SIDE OVER RIDGE BM. & 27 RIDGE BEAM. SEE DET. <br /> NOT SHOWN TS OUTRIGGER 21 S4.2 27 <br /> S4.2 1 � S4.2 <br /> TOP OF - CLOSURE ANGLE <br /> BEAM BEARING PL ---- - - - - - - - <br /> 3/8" w/ (2) 3/4"0 RAFTER BEAM BEARING _, 11 �_ SLOPED • • RAKE, x5P. AT 1/8 <br /> A.B.s AS SHOWN PLATE ON CMU WALL <br /> L Jl CONCRETE RAKE, TYP. <br /> --- ---� WALLflr � -- - 7u - -� � <br /> I <br /> L • lL Jl <br /> CN <br /> 11 i 11 - O --- <br /> - - - 01 0- <br /> � I 111 111 IHT1 � EA. SIDE OF WEB <br /> F47- 2-1/4" 1/4 & OUTSIDE EDGE <br /> - _ OF FLANGES LEDGER 15 <br /> 1 1„ DRILL CHANNELS 1/2„ ANGLE S4.2 EA. SIDE OF TS <br /> 1» 1» 3" FOR SHOULDERS OF RIDGE BEAM w/ TO CLOSURE 3/16 <br /> F.O. PLATE AT 14 24 14 2 END PLATE ANGLE / <br /> 12 INTERIOR F.O. WALL ANGLE ON CMU BENT CLOSURE CARRIAGE BOLTS -7 L7 <br /> WALL w/ A.B.s PL. ABOVE CONN. PL. TO FASCIA 1�„ ENDPI <br /> Pw 1/4 3/4"0" x 5-1/2" <br /> / ( ) MIN. <br /> A.B.s TO CMU WALL <br /> FASCIA CHANNEL AT CONTRACTOR'S OPTION: VERDE DESIGN <br /> HOLES IN END PLATE CAN BE 1/2" LARGER IN DIAMETER <br /> INSIDE OUTSIDE THAN A.B., w/ 1/4" x 2.5" SQ. PL. COVER WASHERS CIVIL <br /> ORE <br /> PLAN VIEW PLAN VIEW o MO <br /> o w/ STD. HOLES. WELD WASHER TO END PL. W/ WELD <br /> ON TWO (2) OPP. SIDES, THUS: SPORT PLANNING 8�DESIGN <br /> PL TO 3/16 2.5" 1843 Iron Point Rd #140 <br /> RAFTER RAFTER TAIL Folsom,CA 95630 <br /> TAIL 1/8 CONN. PL RIDGE BEAM AT RAKE WALL tel:916.415.6554 <br /> C5 fax:408.985.7260 <br /> CONN. PL. TO RAFTER TAIL 5 1-1/2" = 1'-0" www.VordeDesigninc.com <br /> WORKPOINT: FACE OF WEB & DECK WELDING TO <br /> CMU WALL AT TOP OF / 1» 1/4' THK. BENT CLOSURE <br /> 0 3 16 FLANGES 1_ PL. BTWN. BEAMS DECK WELDING MTL. ROOF DECK 2" MAX. <br /> LEDGER PER PLAN <br /> W-BEAM 2 TOP OF CHANNEL PER PLAN, TYP. 21 OVER CONT. BENT PL. STAMP <br /> NOTE: FASCIA AT EXTENSION 3" LEG AT TOP 1" MAX. FROM RAFTER BEAM ON BEAM FLANGEOLL 1-1/2' <br /> A.B.s IN BEAM BRG. PLATE OF TOP OF DECK DECKING TO SLOPED AS OCCURS S4.2 <br /> o SHALL BE POSITIONED w/ - - - - - - - - - - - - - - - - - - - - - 3/16 TOP OF CONC. <br /> CONN. PL FOR <br /> N CLOSURE PER 10 PL. 3/16" STIFF. TEMPLATES 3/16 1-1/2@ 16 <br /> a S4.2 EA. SIDE TO MATCH - WEB & 1/4" THK. BENT WELD NUT TO ANGLE <br /> Q FLANGE WIDTH O CONN. PL 1/4 w/ (2) IF < %", <br /> TOP OF 12" MAX. 3/16 FLANGES CLOSURE PL. <br /> 3/16 3 1/2"0 0 M.B. TO BENT BTWN. BEAMS. ACROSS (2) FLATS w/ 3/16" I 1-1/2" <br /> o CUT WEB, BEND BOT. = INTERIOR FRONT PL. 3/8" CMU WALL <br /> o FLANGE & RE-WELD �� 3/16 O CLOSURE PLATE • !_ - WEB & <br /> MODIFY AT LOUVER FILLET WELD. DO NOT WELD �Q 1-1/2" <br /> H---o-- <br /> W <br /> TO WEB w/ <br /> SHOWN) 3/4"� A.B.c AS - - OPENING PER NUT IF WELD WASHER OCCURS. - -Q— ___ N FLANGES 3/16 1-1/2 3 BEAM C.L. <br /> —1/8 - <br /> - - - - 18 L5x3x1/4" BTWNAT A ��- -il- - . RAFTER BEAMS w/ N <br /> C5x9 CONT. FASCIA S4.2 iii 1-1 4" <br /> 0 • 1 • 3/16 • 1 1 • • 1 1 • 3/4"0 A.B.s @ 24"o,c., & 1 2 - 6" / PL. 1 4" BEAM-WIDTH <br /> 1"± NON-SHRINK CHANNEL, TYP. / <br /> z FROM ENDS. <br /> 11 11 = STIFFENER EA. SIDE <br /> X <br /> GROUT, TYP. �� 111 WHERE END DIST. < 1Y", PROVIDE END PL. 3 8" x 5" x 5-1 2" <br /> CONN. PL 1/4' x 3' S-1/2" / / CONSULTANT <br /> -- STIFF. °O WHERE PLATE DOES -- MIN. TYP. NEW WEDGE ANCHOR MIN. 2' FROM 9" w 2 3 4"0 A.B. MIN., TYP. <br /> -- - i x 11" w/ (2) 1/2"0 Erk / O / CONN. PL. 1/4" <br /> 0 PL. 1/4" - M.B., TACK WELD NOT OVERLAP WITH EXISTING ANCHOR. USE %"0 x 3Y TO WALL <br /> 0 3/16 - HEAD, TO FASCIA CMU, WELD HILTI KWIK BOLT 3 ANCHORS AND NOTE: ADHESIVE ANCHOR RODS <br /> TO EA. BEAM <br /> CHANNEL, TYP. EXTENSION PLATE • • • • TEST PER GENERAL NOTES. <br /> • 1„ 12" ��N 1/4" PL. CLOSURE w/ 6-1/4" EMBED. MAY BE CAP PL. 3/8" x FLANGE-WIDTH ii._e <br /> LAND GRIND SMOOTH <br /> 62 1" WIDE SLOTS w/ PL. 3/8' x AS SHOWN USED IN LIEU OF THESE CAST w/ (4) 3/4"0 M.B. TO BEAM <br /> 0 9 2.5" SQ. WASHERS ON A.B.s 1/8 ANCHORS. ON STD. BEAM GAUGE 1/4 1 STRUCTURAL ENGINEERS, INC. <br /> 5-1/2" SLOPED LEDGER <br /> 41 ANGLE PER DET. 15 <br /> 1'-O" 2 1505 MERIDIAN AVE, SUITE B PHONE 408.978.1970 <br /> a NOTE: ADHESIVE ANCHOR RODS S4.2 STEEL COL. PER PLAN SAN JOSE, CALIFORNIA 95125 FAX 408-267-7919 <br /> m w/ 6-1/4" EMBED. MAY BE WWW.AKHSE.COM AKH JOB M19-071 <br /> Li USED IN LIEU OF CAST <br /> ANCHORS FOR THESE A.B.s pFESS/ <br /> R 0 4 <br /> o- ���o�\M D H y F` <br /> RAFTER BEAM AT CMU WALL CMU WALL CLOSURE AT BEAMS CMU WALL CLOSURE BTWN. BEAMS BEAM TO RAKE WALL BEAM—COLUMN CONNECTION m <br /> o8 1-1/2" = 1'-0" 1-1/2" = l'-0" �� 1-1/2" = l'-0" 13 1-1/2" = 1'-0" 14 1-1/2" = 1'-0" No. s3260 <br /> 0 EXP. 3/31/21 <br /> Li ANGLE FOR BENT BENT PL. TO `rT STROCT D3 <br /> SLOPED LEDGER ANGLE PER PLAN w/ C5 FASCIA CONTIN. PAST END CLOSURE PL. ON WALL TS, FULL 6" TYP WORK POINT AT BOT. qrF OF Cko� <br /> MODIFIED LEDGER ANGLE 3/16 1-1/2@18 OF DECK AT PEAK <br /> 5/8"0 A.B.s @ 24" MAX. o.c., & 2" - OF MODIFIED LEDGER SLOPED TOP OF w/ (1) A.B. AS SHOWN LENGTH OF TS. <br /> M ON FAR SIDE OF CONC. <br /> W 4" FROM ENDS OF ANGLE PL TO RAKE WALL BENT PL. TO �,� <br /> FASCIA CONN. TO 3 16 MODIFIED RAKE WALL 3/16 1-1/2@6 TS, FULL 1 8 1-1 2@18 & WALLS, TYP A.B.s <br /> 1/2", TOP OF BM. <br /> N 8 4 -o - -0 MODIFIED LEDGER / LEDGER LENGTH OF TS. / / TO WORK POINT <br /> V) <br /> SIM. TO 1 p PL 1/4" w/ (2) 1/2"0 - - - BENT PL. <br /> _ - - - - TS5x3x1/4" TIE BEAM <br /> a S4.2 A.B.s TO CONC. WALL - - - O O r 1-1/4" MIN. TO BEAM 3 16 1-1 2@18 CONT. 1 4" <br /> X MODIFIED 1"± BASE PL. 3/8" w/ (3) / / / <br /> - - - - LEDGER END - - - TOP OF O O 0 3/4"0 A.B.s AS SHOWN SLOT 1-1/2" <br /> BENT PLATE <br /> Z 1 - - __ _ CMU WALL - <br /> - - - - 1/4" CLOSURE PL. TS COLUMN 1-1/2" 2/ <br /> - � - 00 <br /> - <br /> �- - <br />