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HomeMy WebLinkAboutB17-0340_S-201-1_1507837260.pdf 41° OF P4 1 2 3 4 5 6 MASONRY LAP SPLICE SCHEDULE Pm = 2000 psi 4te.1 JACK STUD, TYP JAMB STUDS, TYP BAR SIZE o = 0 0 o ao� �' � JAMB STUDS #10 TEK SCREW w Lu & _ w W < Q z Cn ll SIZE & SPACING OF LE i1onzn7 I� ONE HORIZONTAL @ 12" OC TYP ® w = _ Q w � • w m Q L-BARTOMATCH � � t 1 -- - MIN w w Q `'-' BAR SHOWN, WALLS FASTENER — ENGLISH METRIC ® U _ _ - m HORIZONTAL w w w Q REINFORCEMENTg 1[11 W/2 HORIZONTAL SPACING 2 CLR BARSSIMJAMB SCHEDULE PROVIDE TRACK EA I I #3 #10 15 15SEE NOTE 2SIDE OF JAMB PACK #4 #13 20 22 ill ADDED VERTICALINTERIOR WINDOW JAMB W/(4) IINIIIIIN PAFS TYPICAL III #5 #16 25 35 r REINFORCEMENT, SIZE ' 6'-0" (2) 600S162-54 - #6 #19 38 NOTE 8 54 NOTE 8) ® ' i TO MATCH TYPICAL I I - ( ) ( —immi �� i� � �� WALL REINFORCEMENT, E #7 #22 52 (NOTE 8) 63 (NOTE 8) STANDARD HOOK MLS TYPICAL VERTICAL E II NOTE: #8 #25 72 (NOTE 9 72 (NOTE 9 REINFORCEMENT NOT O ) ) TYP SHOWN 1. SEE [S002] FOR CORNER AREAS OPTION A #9 #29 81 (NOTE 9) 81 (NOTE 9) Ulli INTERSECTION CORNER ■ INTERIOR WINDOW JAMB W/(6) JAMB STUDS NOTES: NOTES: 111111111 ■ PAFS MIN 1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 1. 90 DEG CORNER AND INTERSECTION IS SHOWN. WALLS MEETING AT OTHER ANGLES FASTENER SHALL HAVE (a) BLOCK OVERLAPPING 4" MIN AT ALL HEAD JOINTS OR (b) FACE SHELL 2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF ' ----/- / � SPACING II SCHEDULED LAP LENGTHS BROKEN OPEN AND COMMON CORE GROUTED _"� A 2. IF HEAD JOINT ALIGNS OVER THE FULL WALL HEIGHT, BREAK OPEN FACE SHELLS AND X X X 3. IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE LENGTHS BY 50% `r'=� 4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN. GROUT WALLS TOGETHER FULL HEIGHT, TYP AT ALL CORNERS AND INTERSECTIONS - ' 5. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE GROUT LIFT K N K MIN EDGE 1/8 1 1/2-18 HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF. INTEGRALLY CONNECTED EXTERIOR WINDOW JAMB W/(4) 6. VERTICAL REINF IN PILASTERS WITH AT LEAST 3 1/2" CLEAR SHALL BE SPLICED PER THE AT CORNERS & INTERSECTIONS OF MASONRY WALLS ARCH I T E C T S PAFS DISTANCE II "REINF CENTERED" COLUMN 2901 Blake Street, Suite 100 I gi 7. HORIZONTAL BOND BEAM RENF SHALL BE SPLICED PER THE "REINF AT FACE" COLUMN Denver Denver, Co 80205 8. REINF IN THESE SIZES SHALL NOT BE USED IN 6" MASONRY 303.861.8555 L< X X X X 9. REINF IN THESE SIZES SHALL NOT BE USED IN 6", 8", OR 10" MASONRY OPTION B Consultant I , MARTIN/MARTIN CONSULTING ENGINEER S EXTERIOR WINDOW JAMB W/(6) PAFS _ MASONRY STRENGTH DESIGN LAP TYPICAL STRUCTURAL MASONRY 13 3" = 1'-0" TYP CF JAMB SCHEDULE 5 NO SCALE 1 NO SCALE MAIN WEST OLFAX AVENUE,LAKEWOOD,COLORADO 80215 SPLICE SCHEDULE - 2000 WALL CORNER REINFORCING MAIN 303.431.6100 MARTINMARTIN COM JACK STUD, TYP JAMB STUDS, TYP MIN FASTENER 'aqIIIIII ®I 1l1 I JAMB STUD, SEE SCHEDULE TYP AT HEAD 14 16 TYP fhTYP WALL SPACING AND SILL S-201-1 S-201-1 BRIDGING s 201 SCHED h iM= A v 1 c D INTERIOR DOOR JAMB W/(4) PAFS HEADER TRACKS L2x2x12 GAGE x ------'-\r___ — CONTROL JOINT: HEAD JOINTS OF UNITS D ATTACH TOHEADER ii* TRACK WIDTH ALIGN AT CONTROL JOINT, NO MORTAR MEMBER W/(2)#10 TEK W/8 #10 TEK ON HEAD JOINT AT CONTROL JOINT ' X' SCREWS @ 12" OC SCREWS T&B TYP AT 4IjIII JAMB I I DO NOT CONTINUE JOINT VERTICAL REINF THRU CONTROL JOINT REINFORCEMENT ' X' 13 IN CELL EACH TRACK SEGMENT / ,,S-201-)Pr ' � ��8�8 SIDE OF JOINT eeie m. eee�e� MIN INTERIOR DOOR JAMB W/(6) PAFS ,i TO MATCH WALL STUD le I I _—;-57671;‘%% 600T125-54x0'-4 ® ti ;,.,r:; . t c ••....,•• e4) ‘1 1/2", ATTACH TO - - � � I.) IDTIVNOPNG • , % . 1, Moi •• e 1/ SPACING �� HEADER MEMBERS WIDTH Ii- MIN ® �� r�ss r� • •- JAMB STUD W/8#10 TEK a �eeee!®�� ,� . i ATTACH TO TRACK W/#10 14tH SCREWS AND 8#10 TEK J _�_ _�_ _� ,'/• 36304 •. TEK SCREWS @ 12 OC EA SCREW TO HEADER I I EDGESIDE AT TYPE A HEADER CONTINUE BOND BEAM REINF & PROVIDE CONTROL JOINTS IN `, S/0NPA- -- DISTANCE BOND BEAM GROUT THRU CONTROL STRUCTURAL MASONRY ONLY \���" TYP AT TOP 19 AT CONC JOINT W/O INTERRUPTION WHERE SHOWN ON THE EXTERIOR DOOR JAMB W/(4) TRAOCK s�� STRUCTURAL OR PAFS ARCHITECTURAL PLANS [TSN STIFFCLIP CL W/ HEADER AND SILL SCHEDULE (9) #12 TEK SCREWS NOTES: AND (2) 1/4"0 WEDGE- OPNG WIDTH TYPICAL AREAS CORNER AREAS Issuance AND TYPE SEE 151S-201-1 FOR TYPICAL FASTENER INFO BOLTS BY POWERS HEADER SILL HEADER SILL PERMIT 06/30/17 ■ • FASTENERS] 6'-0" TYPE A (2) 600S162-43 AND _ - _ EXTERIOR DOOR JAMB W/PROPRIETARY (2) 600T125-43 Revisions Date CLIP 14 1/2" = 1'-o" TYP CF HEADER 6 3/8" = 1'-o" TYP CF WALL FRAMING 2 NO SCALE TYPICAL MASONRY WALL CONTROL JOINT LOCATION NUMBER OF FASTENERS REQUIRED MEMBER DEPTH: IN 1/100 INCHES TYP FRAMING 0.145"0 PAF © 16" OC TYPE: S = STUD OR JOIST SECTIONS JAMBS [2] 0.145"0 PAFs PER JAMB STUD T = TRACK SECTIONS NOTES: TEK SCREW SIZE d U = CHANNEL SECTIONS 1. 1 1/4" EMBED REQUIRED FOR ALL PAFs #10 5/8" 600 S 162 - 54 F = FURRING CHANNEL SECTIONS 2. CUT AND BEND TRACK UP AT EXTERIOR JAMBS WHERE TRACK TERMINATES AT JAMB #12 3/4" MATERIAL THICKNESS: PACK ,_ w IN 1/1000 INCHES 2" CLEAR o w TYPICAL !IIlIN a w FLANGE WIDTH: 0 0 -- Project Information A w w IN 1/100 INCHES (2)#4xCONT o _ TEK SCREWS, ~—u_ TYPICAL ANNOTATION t PENETRATE 3 THREADSo 3 MIN EDGE DISTANCE (MIN) PAST FINAL PLY, wM 4 MIN FASTENER SPACING TYP2" CLEAR COLDFORMEDSTL / WALL SCHEDULE M IEQ TYPICAL HEIGHT TYPICAL WALL AREAS WALL CORNERS TOP & BOT TRACK '1 �I w 1 #5xCONT (2) #4xCONT Ce ti @ @ uIII Lo ` P a m �` Y 12'-6" 600S162-43 16" OC 600S162-43 12" OC 600T125-43 ` ) LV — . . CO = EDGE OF ATTACHED > CO ° . a \ Q COLD-FORMED STL z ° ',_ °aa. .-. " PAF c d (MIN) TO EDGE OF w LU 0 q. S-201-1 r, d (MIN) BTWN FASTENERS COLD-FORMED STL VERT REINF CENTERED VERT REINF EACH FACE v 0 -, �] 3 # 10 TEK SCREWS EA \ r`Y' M B FLANGE 4 # 10 TEK PAF IN CONCRETE TYP SCREW PLACEMENT B .1< SCREWS AT WEB (NOTE 2) J CO a 0 El 19 1 1/2" = 1'-0" TYP CF BOTTOM TRACK TO CONC 15 3" = 1'-0" TYP CF FASTENER DETAILS 7 NO SCALE TYP CF WALL SCHEDULE 3 NO SCALE TYPICAL MASONRY BOND BEAM LU 0 -0 2 z o > 11 R tios STRUCTURAL MASONRY WALL SCHEDULE LU H 11) a TSTRVcT, 0&, WALL REINFORCING GROUT 00 J < a �8 41gk RgAe�'vAb '' MARK THK JOINT VERT HORIZ DOWELS SOLID J W O cn v ,�,, qct R Q M T,y�/114-1- . 0ALJ- Tj NG MW10-24(2) 10" NOTE 2 #5@24" (2) #4@48" _#5@24" NO J B/PRIMARY STRUCTURE ,oTUj CLIP ANGLE BETWEEN tl SON SLIP 150U & STUD TRACK PIECE TO hi., 5 . pp CONNECTION 2 MATCH WALL STUD N— CV WIDTH, CLIP FLANGE TOP CONNECTION 41 AND AND BEND UP I DESIGN BY CONTR, Al 4ICMU THICKNESS REINF SPACING SEE 19/Z5.40 FOR 150U50 .e 8 MIN CONNECTOR MASONRY WALL (1) CENTERED SPACING 41 MW8-48(1) (2) EACH FACE REQUIREMENTS 41 REINF EACH FACE41 SPACING REINF CENTERED Sheet Information ATTACH FLAT e- - - - -_ - - STRAP TO TRACK .� Sheet Title: A 150U50 s '! A * , o AT FRAMING / 1 '� ATTACH TRACK TO `V MASONRY AND LIGHT r ilo -ii----, STUD GROUT, TYPICAL GAUGE DETAILS 41 NOTES: STUD TAUT FLAT 1. ALL VERTICAL REINFORCEMENT SHALL BE CENTERED (UNO) IN GROUTED CELLS WEB AT STRAPS 2. PROVIDE 'LADDER' TYPE HORIZONTAL JOINT REINFORCEMENT WITH 2-W1.7 (9 GA) VCHANNEL WIRES (MIN) AT 16" OC, TYPICAL, AND AT 8" OC IN PARAPETS. Sheet Number: 3. REFERENCE SPECIAL JAMB REINFORCEMENT NOTED IN "LARGE WALL OPENING" OPTION 3 - FLAT STRAPS 4. ONLY STRUCTURAL WALLS ARE INCLUDED IN STRUCTURAL DRAWINGS. SEE ARCH FOR OPTION 1 - CLIP ANGLE OPTION 2 - DIRECT AND BLOCKING CMU PARTITIONS. ._ ATTACHMENT WELD ATTACHMENT S .2 0 1 _ 1 O O ..),,_ 4 NO SCALE J'RLL SCHEDULE - DPA Project: 160188S01 '- " 1" = 1'-0" TYP CF WALL BRIDGING AL 3/4" = 1 o SLIP TRACK AT TOP OF WALL COPYRIGHT -DAVIS PARTNERSHIP, 1 2 3 4 5 6