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Home My WebLink About15LIGHT GAGE WEB STIFFENERS, TYP 12" CFS USE - HSS8z4x% TUDS L30xY -\ 1i, .1P' 0 i6' OC BRACE 0 EA STUD DIETRICH OC TOGA OUT( CUP FASTENED TO STUCTURE r/ (2) 110 TEK OR (2) 0.1770 PI SECTION 5 STEEL BEAM, CHANNEL TUBE, ETC, SEE PLAN SCALE: 3'+" = 1'-0" DETp247_25051 64i M.9 I; -so, `DIETRICH FastStmt FS -2400 w/ (3) #10-11 TYPICAL STUD - I'VSCREWS TO STUD. ATTACH TO STL w/ (2) Y" TEK OR (2) 0.177"0 PAFs TINGE SURFACE ATTACHMENTS CONT ANGLE OR VERTICAL STEEL FACE OF GIRT, CHANNEL TUBE, ETC. 3" MIN VERTICAL FACE 'C r 'LAN MFw ABEAM BEAM CFS STUDS 7 CCITY A R M CENTER PEDCOR DESIGN GROUP Architecture / Project Managment: N2" TO 2' x 20GA --- li 1' GAP DO NOT CONNECT 335 Ridgepoint Drive Z -BARS OR 20CA TRACKS TOGETHER / M 9 Carmel, fndiana 46032 CRC 016 OC (MAX) DECK (BEYOND) ,_ 1'_6" EOD 317.705.7979 (phone) PLAN 317.705.7980 (fax) BEAM, CHANNEL. EOD a "11101 r yg + { SEE PLAN ; �(,�y,A��F-y ETC, SEE PLAN CFS CLP wE YIINCT� SHEATHING PLY"x " zCONT °�.p �TsTt'. p'p �J �TCRFACDEFELECiION ,I I'4 SLOTTED HOLES T STL N0. g' -CFS DEEP LEG TRACK .N / EE —$ 860325 )Z- "_� p♦;, +(SEE PLAN) _ HOHMANN & BMNMD xb S 0 0 SrATE Or OTHER CONNECTION DW -10 SCREW -ON �PCBEAM-' T ARAPET pel. SINGLE . ANCHORS WITH a OTHER CONNECTION +(s�� ARCH) VEE WIRE TIE (5" LONG) -BEAM `v'S CFS STIS -7" GAP DO NOT CONNECT NOTE. ! AND SHEATHING MCCiOMAS I iiV ONE VENEER TIE TRACKS TOGETHER DECK 3" ' REO'D FOR EVERY 2 SQ FT OF VENEER EOD 'i �L 36`x 4" CONT smxnua aeawae swa Som wnnua murxm""'r VARIES w.a ew. '"'rx-a.°-m. DECK - an Zf VENEER ANCHOR o4 0;- CFS +(SEE PLAN) CFS DEFELECTION �SCALE: NTS MSTUD-002_25051 641 L3x3xY CONT o\-VERTICALTRACK DEFLECTION CLIP DEEP LEG TRACK-' CHANCFS STUDSC11ON OTHER CONNECTION WALLBEAMSHEATHING NfeLJ F TYP CFS STUD SLIP CONNECTION 0,LBz4x�ex0'-B' 0 32" OC�'(LLV) w/ X6"0 THRU-BOLt a' F SCALE: lV2" = l'-0" MSTUD-004_25051 641 DEEP LEG TRACKS COUNTER SUNK CFS JOISTS / AAG SECTIONo, KEY PLAN SCALE: 34" = i'-0` DErgzzo_zsosl scue Nrs FS STUD (TYP) FASTENER 0 16" OC, PUN NoaTM FULL HEIGHT OF WALL HEADER SECTION �i ...i /I t(TYP) Developer x CRIPPLE STUD P E D C O R INFILL STUD x ; �jfj� &�yG M.9 DEVELOPMENT CO. DEEP LEG TRACKS x { { x DECK (BEYOND) 1'-6" EOD _ ,r x GUSSET PLATE, , SEE PLAN Project: EA SIDE jSEE OD P LAN j CFS JOISTS -. TRACK PIECE I 0 OPEN SIDE PL Y1'a 3" x CONT T STL+(SEE PLAN UJJAMB BEAM T ARAPET HEADERil +(SEE ARCH) ANGLE-' SILL HEADER STUB COLUMN UJ SEE 09/SB410 � 'i � 'i C6x10.5 CONT ! rOVER DECK '41e 2-12 L3x3xY CONT DEEP LEG TRACKS x GUSSET PLATE, DECKS I i � � � CU EA SIDE C: 11 T�Sp ` CU CFS JOISTS +(SEE PLAN)" } r x x o VERTICAL DEFLECTION CUP r U) + -CFS STUDS . i. —.e M CANT W x t gEAMJ BEAM SHEATHING SEE 10/SB410 a INFILL SND �-ADDITIONAL ANCHORAGE FOR MOMENT -BEAM I1 'I�',, U TYP BASE ANCHOR - f L 0 JAMB REGUREMENT �D L it CU ANGLE � COLUMN BASE TRACK UJ , t EXTERIOR OPNG HEADER DETAILS os SECTION o? We SCALE: NTS MSTUD-003_EXT-25051 641 SCALE: Y4" = l' -O" DETg221 _25051 641 G �W10TH WALL `y DEEP LEG TRACKS CFS JOISTS 3 HEADER SECTION xCRIPPLE STUD ( INFILL STUD x I x , FASTENER 016" OC, FULL HEIGHT OF WALL (TYP) CFS STUD (TYP) CORNER FRAMING WALL INTERSECTION FRAMING CFS INTERSECTION PLAN DETAILS 08 / SCALE: 3" = l'-0" wsT'JD-00s_z5a51 B41 SOLID BLOCKING' IBCA TRACK i LOCATE BLOCKING AT EA END OF /��' DIETPoCH FCSC-3.5 w/ J WALL AN TO OPENINGS, AS AS (2) #10-16 SCREWS TO REO'D. NOTCH AND BEND FLANGES SND, ATTACH TO 90' OR ANCHOR TO VERTICALS w/ 70-i6 SCREWS EA CLIP ANGLES VERTICIL FACE OF STEEL ACE) O EA SND w/ (2�0 Y EEK OR (2) / Wp - 0.177 PAFs /-TYPICAL CFS STUD _ - ,1" GAP (MAX) I � SEE ALTERNATE BRIDGING FOR l 1! 1 OR EQUAL DSTO 6S THAN VERTICAL FACE ATTACHMENTS (2) #10-16 SCREWS PLAN VIEW (EA FACE) -tEA FACE FLAT STRAPS SECTION ,6 TYPICAL CFS SLIDE CLIPS (EA FACE) LAP SPLICE 'I STRAPS MIN 4" ,2 SCALE: 4'+" _ ,'-0" DETg243 _25051 B41 SCALE: NTS MSTUD_01E_2.5051 B41 (5) X10 -i6 SCREWS PROVIDE BRIDGING RUNS AS FOLLOWS: (EA FACE) A. 8'-0` OC VERTICALLY FOR WALL SHEATHED ON ONE SIDE ONLY. B. 12'-0" OC VERTICALLY FOR WALL SHEATHED ON BOTH SIDES. CFS BRIDGING DETAIL os SCALE: NTS MSTUD 013-25051 B41 GRATING TYPICAL CFS STUD-� DLT TERMINATION t -DLT #10 SELFTAPPING SCREWS E.S.I✓ GALV 1_30xY r/ - (O CMU) SS Xt" DIA HILTI BUC 0 EA CMU OR AAC HLC SLEEVE ANCHORS., EMBED JOINT )[" 0 16" OC - (0 AAC) SS ib` DIA THRU BOLT - COUNTER SUNK DLT `-ATTACH BUC TOGETHER USING (2) #10 SELF -TAPPING SCREWS 0 12" ___- CFS STUDS HEADER GUSSET PLATE, J OC DESIGN CLIP ANGLE, X" LESS THAN STUD WDTH. ATTACH w/ (4) #10-16 SCREWS AS SHOWN, EA STUD -- COLD -ROLLED CHANNEL - SEE MCH L5x3xY4 rGALV GRATING : GLV CHANNEL BEARING ON PLATE EA END 0 CMU. AT AAC: PROVIDE TYP CUP ANGLES r/ 1HRU-BOTLS EA END. SECTION ,8 SCALE: 1V2` = 1'-0" DETp249_25051 B41 DEEP LEG TRA/�TRACK OPEPE E EA SIDE CFS JO STS,\ / PUNCH -OUT. ATTACH w/ I JAMB (BACK CONNECTOR w/ (Z) X10-16 4AN--/ SCREWS TO JAMB/POST ANDTO BACK) (2) /10-16 SCREWS TO U -CHANNEL HEADERCRIPPLE SND CONNECTOR. ATTACHUSING (4) #10-16 P TSCREWS CU ANGLE 0 BE PLACED AT EA STUD--CHANNELINFILL SNDTYP LATERAL BRACING TYP BASE ANCHL ANCHORAGE SPLICE USELONG NOTE- O JAMB CRC INVERTEDD OVER ALTERNATE LATERAL BRACING TIL CENTER OF SPUCE w/ FOR WALL STUDS LESS THAN + t N OR EQUAL TO 6" DEEP TRACK INFILL STUD-� `-ATTACH BUC TOGETHER USING (2) #10 SELF -TAPPING SCREWS 0 12" HORIZ BRIDGING TO BE SPACED AS REQ'D BY CRIPPLE STUD HEADER GUSSET PLATE, J OC DESIGN HEADERS GUSSET PLATE, SECTION TYP TOP PLATE SPLICE ALTERNATE CFS BRIDGING DETAIL „ ANGLE) 13 to SCALE: 1W = 1'-0" DET#246_25051 64, SCALE: V4" = 1'-0` MSTUD-018-25G51 B41 SCALE: NTS 'ASTJD_DI 415051 B41 "OFF -SILL HEADER INFILL STUD-, TYPICAL JAMB/ -- _- _ _5'-93b` 4'-9ib` MODULE" STUD 2" % WHERE BRACING TERMINATES AT BUILD-UP JAMB OR POST, EXTEND CHANNEL INTO - SEE MCH L5x3xY4 rGALV GRATING : GLV CHANNEL BEARING ON PLATE EA END 0 CMU. AT AAC: PROVIDE TYP CUP ANGLES r/ 1HRU-BOTLS EA END. SECTION ,8 SCALE: 1V2` = 1'-0" DETp249_25051 B41 DEEP LEG TRA/�TRACK OPEPE E EA SIDE CFS JO STS,\ / PUNCH -OUT. ATTACH w/ I JAMB (BACK CONNECTOR w/ (Z) X10-16 4AN--/ SCREWS TO JAMB/POST ANDTO BACK) (2) /10-16 SCREWS TO U -CHANNEL HEADERCRIPPLE SND CONNECTOR. ATTACHUSING (4) #10-16 P TSCREWS CU ANGLE 0 BE PLACED AT EA STUD--CHANNELINFILL SNDTYP LATERAL BRACING TYP BASE ANCHL ANCHORAGE SPLICE USELONG NOTE- O JAMB CRC INVERTEDD OVER ALTERNATE LATERAL BRACING TIL CENTER OF SPUCE w/ FOR WALL STUDS LESS THAN + t N OR EQUAL TO 6" DEEP TRACK INFILL STUD-� CRIPPLE SND CRIPPLE STUD CRIPPLE STUD HEADER GUSSET PLATE, J EA SIDE AN. HEADERS GUSSET PLATE, TO BACK) TO BACK) OPENING - SEE SCHEDULE EA SIDE / E510005 CRIPPLE SND 11 ANGLE) —JAMB (BACK JAMB (BACK TO BACK) TO BACK) OPENING - SEE SCHEDULE -SILL HEADER INFILL STUD-, GUSSET PLATE, EA SIDE ANGLE TRACK EXTERIOR OPENING ELEVATION TRACK INFILL STUD CRIPPLE STUD CRIPPLE SND Checked By JAF Revisions: HEADER GUSSET PLATE, J EA SIDE AN. JAMB (BACK JAMB (BACK-�� TO BACK) TO BACK) OPENING - SEE SCHEDULE SILL HEADER INFILL STUD-\ E510005 CRIPPLE SND 11 CRIPPLE STUD BID SET 8.200 Issue Date 12/04/OG Drawn By LKM Checked By JAF Revisions: 5TEEL DID 5ET 6.200 05/23/08 1 ADDENDUM 1001 06/2008 a #003 07/17/08 E510005 09/1 I= Project Number: 25051 Sheet Title: SECTIONS AND DETAILS Sheet Number. (3) #10-i6 SCREWS 0 EACH SIDE of SPLICE '—BASE TRACK TRACK INTERIOR OPENING ELEVATION S114 I CFS BRIDGING DETAIL „ INTERIOR OPNG HEADER DETAILS os TYPICAL FRAMED OPENING 03 SCALE: NTS MSTID_o'B_250SI 141 SCALE: NTS MSTUD-o03_INT_25C51 841 SCALE: NTS MSTUD-COl-25051 841