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11-354-066c LIGHT GAGE FRAMING - CRO55 REFERENCE GUIDE MIL, THICKNESS___-_ GAGE NUMBER CROSS 9EFERENCE 25 GA. - - - - -- 13 MIL 22 GA. - - - - -- 27 MIL 16 GA. - - - - -- 54 MIL 20 GA. - - - - -- 33 MIL 14 GA. - - - - -- 63 MIL 13 GA. - - - - -- 43 MIL 12 GA. - - - - -- 17 MIL EXAMELE CROSS REFERENCE: 3 5/0, 13 GA STRUCTURAL METAL STUD - \ METAL STUD STU (S-2D) FLANGE 5 UD DEPTH (T- TRACK) WIDTH THICKNESS •3425' 1.625' -43 MIL (16 GA,) -3 5/3' -1 5/3' TYPICAL STRUCTURAL STUDS AND TRACKS FORMER STANDARD DESIGNATION DII =TRICH (ESR -1166P 4 ESR -2374) 43,0 2 1/2', 20 GA. STUD w/ 1 5/I' FLANGE 2505162 -33 2 1/2' 13 GA: STUD w/ 1 5/3' FLANGE 2505162 -43 3 5/31, 20 GA. STUD w/ 1 5/I' FLANGE 3625162 -33 35/61 1 13 GA. STUD w/ 1 5/3' FLANGE 3625162 -43 0, 20 GA. STUD w/ 1 5/I' FLANGE 6005162 -33 0,15 GA. STUD w/ 1 5h' FLANGE 0M162 -43 3', 13 GA. STUD w/ 1 5/3' FLANGE 3005162 -43 3', 16 GA, STUD w/ 1 5/3' FLANGE IM162 -54 101, 13 GA. STUD w/ 1 5/3' FLANGE 10005162 -43 1011 10 GA. STUD w/ 1 5/I' FLANGE 10005162 -54 129, 16 GA. STUD w/ 1 5/3' FLANGE 12005162 -54 12' 12 GA. STUD w/ 1 5/3' FLANGE 12005162 -197 15/3', 22 GA. TRACK w/ 1 1 14' LEG 162T125 -27 1 5/3" 20 GA. TRACK w/ 1 114' LEG 162T125 -33 2 1/2', 20 GA. TRACK w/ 1 114' LEG 250T125 -33 2 1/2', 20 GA. TRACK w/ 2' LEG 25OT200 -33 21/21, 13 GA. TRACK w/ 1 114' LEG 250TI25 -43 2 1/2' 16 GA, TRACK w/ 2' LEG 250T200 -43 3 5h', 20 GA. TRACK w/ 1 114' LEG 362T125 -33 3 5/3', 20 GA. TRACK w/ 2' LEG 362T200 -33 35/91, 16 GA, TRACK w/ 1 114' LEG 362T125 -43 35/611 13 GA, TRACK w/ 2' LEG 362T200 -43 0, 20 GA. TRACK w/ 1 114' LEG 600T125 -33 61, 20 GA. TRACK w/ 2' LEG 60OT200 -33 0, 13 GA. TRACK w/ 1 114' LEG 6=25 -43 6', 13 GA. TRACK w/ 2' LEG 60OT200 -43 TYPICAL HAT FURRING CPANNELS 7/I1, 25 GA. FURRING CHANNEL 067F125 -13 7/I', 22 GA. FURRING CHANNEL 067FI25 -27 LIGHT GAGE FRAMING SCREW CONNECTIONS UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE U51NG 310 SCREWS. AT LOCATIONS WHERE SHEATHING MATERIAL 15 PLACED AGAINST THE SCREW HEADS OF LIGHTGAGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. LIGHT GAGE METAL FRAMING 16 GA TOP TRACK (4) -3/3' DIA X 3' (TRACK DEPTH SHALL 51MP50N TITEN HD MATCH STUD DEPTH), Itoloo I T y T c 16 GA BASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). NOTE, . SEE DRAWING 501.1 FOR CODED NOTES COLUMN DETAIL t _ STRUCTURAL NOTES' NQI , SEE STOREFRONT FRAMING PLAN A/502.1 FOR • 00% v i • ii[[ LOCATIONS WHERE BEAM 15 CONTINUOUS ACROSS *000 'r' 'r • `r a� VERTICAL TOP OF COLUMN . • A. CONTROLLING BUILDING COD : 2007 FLORIDA BUILDING CODE • • r Y W • u . WALL SEISMIC DESIGN CATEGORY A STUD DESIGN WIND SPEED - 146 MPH (3 -SEC GUST) EXPOSURE G, IMPORTANCE FACTOR • 1.0 II I I I I WALL COMPONENTS 4 CLADDING V 6' #8 SCREWS, Tyr M,I WALL SUCTION 501, 56.3 -61.1 20 M, ft 53.6 -56,6 50 aq, ft 50.5 -55.3 100 s, ft 43,0 -52.7 II 42,0 • • • �I I TOP TRACK I ( SPLICE (CENTERED I I BETWEEN VERT �I I STUDS) VVERTICAL WALL METAL STUD x 1' -0' STUD GAGE TO MATCH GAGE OF TRACK) t _ STRUCTURAL NOTES' NQI , SEE STOREFRONT FRAMING PLAN A/502.1 FOR • 00% v i • ii[[ LOCATIONS WHERE BEAM 15 CONTINUOUS ACROSS *000 'r' 'r • `r a� VERTICAL TOP OF COLUMN . • A. CONTROLLING BUILDING COD : 2007 FLORIDA BUILDING CODE • • r Y W • u . WALL SEISMIC DESIGN CATEGORY A STUD DESIGN WIND SPEED - 146 MPH (3 -SEC GUST) EXPOSURE G, IMPORTANCE FACTOR • 1.0 II I I I I WALL COMPONENTS 4 CLADDING TRIBUTARY WALL AREA WORKING DESIGN WIND LOAD PSF WALL PRE55URE WALL SUCTION 10 K ft 56.3 -61.1 20 M, ft 53.6 -56,6 50 aq, ft 50.5 -55.3 100 s, ft 43,0 -52.7 500 K ft 42,0 1 -46.3 BUTT- SPLICE` • • � .. -• ii iG �' P� yat. r V • • • • Z �� p► I 4. �� 0� i see I*L 0 LO I •... •.• •.y •: L6 B. LIGHT GAGE FRAMING I I ..� Z I. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF iH Z Z C) -- -- — — — 'SPECIFICATION FOR DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS'. I I I Z ON 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION - RESISTANT STEEL MEETING ASTM A653 -M AND THEN I I I J o ZINC COATED PER ASTM A525, GRADE G -410. I I 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, 'CLARK' OR EQUAL. THE =1 "+- I �I ) W Z V INSTALLATION SHALL COMPLY WITH THE MANUFACTURERS RECOMMENDATIONS. SEE PLAN � - "� � (j' � 1 (3 A SECTIONS F p 4. UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE AND TRACK FLANGE WIDTH SHALL EQUAL II14 0. BUILT -UP BOX .1 LO 413 SCREWS, TYP DEEP LEG TRACK WITH 2' FLANGE WIDTH SHALL BE USED WHERE NOTED ON DRAWINGS. BEAM T` ' 16 GA TOP TRACK TOP TRACK 5. SEE DETAIL R/501.1 FOR LIGHT GAGE METAL FRAMING DESIGNATIONS. (TRACK DEPTH SHALL W CO MATCH STUD DEPTH). 6. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON - SHRINK GROUT SUCH AS 16 GA. PLATE U) .. as 'MA5TERFLOW 713' BY MASTER BUILDERS. EACH SIDE WI LLB E p SCREWS. 3 PAN HEAD STOP FULL LENGTH Q ca C , 7. FASTENING OF COMPONENTS SHALL BE WITH SELF- DRILLING CADMIUM PLATED OR ZINC COATED SCREWS SCREWS. �T (,QC61IGNS WHERE BEAMS , (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE TRACKS OF BUILT -UP IDUTT-SPLICED x c a> 7METAL STUD x 1' -0' CONNECTION. .1 COLUMN SHORT OF TOP OVIR_COLUMN W \ O F- M.1 SECTION T' 501. SEE DETAIL R/SOIJ FOR ADDITIONAL SCREW REQUIREMENTS. 't7 3. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED, EXCEPT AS N.T.S. SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. SEE DETAIL M /SOLI FOR TOP TRACK SPLICE DETAIL. TOP .TRACK SPLICE 4zuso�lMOaEn M -� •I. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK CODED NOT 5: WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER O DBL 6' DP, 16 GA BEAM RUNNER TRACKS, WITH (I) -413 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. 3 5/3' OR 0 DEEP STUDS 3 5/3' OR 6' DEEP TRACK WITH 3 5/3', 16 GA TRACK SECTIONS REQUIRED ND DETAILS SECTIONS AND DETAILS 1 � TOP 4 BOTTOM #6 SCREW 0 C. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE RISC 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND _ O2 NOT USED ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. o y�n^ a Y F W SWS ` O3 DBL 10' Dr I6 GA BEAM 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. WELDING ELECTRODES WALL BE F70XX, LOW HYDROGEN. � w WITH 3 5/I' 16 GA TRACK 312 LIGNTGAGE BOLM9 AM T w TOP, t BOTTOM ' 1 -:F n 112c/c w N 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE 'SPECIFICATIONS FOR COLUMN CONNECTION (TYP, - w i _ d W o 5 N STRUCTURAL JOINTS USING A5TM A325 OR A4•10 BOLTS' JUNE 30 2004. SEE SECTIONS AND DETAILS FOR UNLESS NOTED) O NOT USED SPECIFIC CONNECTION REQUIREMENTS. 5 4. STRUCTURAL STEEL BEAMS SHALL CONFORM TO THE REQUIREMENTS OF ASTM AdM, FY - 50 KSI. STEEL � W Iv � o � � � � z � 0 NOT USED TUBE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B, FY - 46 KSI. STEEL PIPE W z W d r SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501, FY - 36 K51. ALL OTHER STEEL 514APE5, w r W s g Y o BUILT -UP BOX COLUMN - DBL 3 5/3' DP, SCREW 1 PLATES, ETC., SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, FY - 36 KSI. 16 GA STUDS WITH 3 5/3', 16 GA 12 c/c v T­ v TRACK, EA SIDE. ATTACH BOX COLUMN W F s >< x x SPECIAL INSPECTION k3 w _ TO BEAM PER DETAIL C/503.1, UNLESS STOP FULL LENGTH TRACKS OF ° W` s °_ = F NOTED. I. SPECIAL INSPECTION SHALL BE COORDINATED AND PAID FOR BY THE OWNER. BUILT -UP COLUMN SHORT OF BASE SPECIAL INSPECTION 514ALL BE PERFORMED IN ACCORDANCE WITH THE TRACK O7 S/LTT20 HOLD DOWN REQUIREMENTS OF THE CONTROLLING BUILDING CODE FOR THE FOLLOWING v - -�� F 3 = 3z = ITEMS o TENSION TIE 3 0 O SIMPSON ' (2) - #10 PAN HEAD 6 p' u g it ° H � w STRONG -TIE COMPANY SCREWS EACH SIDE tg v> W ry < "< - , W CONCRETE:_ 16 GA BASE TRACK 5i n O GUILT -UP BOX COLUMN - DBL 3 5/I' DP #6 SCREW 0 •. DURING THE INSTALLATION OF EXPANSION AND EPDXY ADHESIVE ANCHORS. (TRACK DEPTH SHALL N .- MATCH STUD DEPTH). Q,% 16 GA STUDS WITH 3 5/I', 16 GA 12 c% o r- • x... -' TRACK, EA SIDE. ATTACH BOX COLUMN 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE y TO BEAM PER DETAIL N/S01.1, UNLESS ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE �T �_♦ p- J NOTED. BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR ---- -{ R I CODED NOTES \U \j CORRECTION. IF LEFT UNCORRECTED, IT SHALL BE BROUGHT TO THE LIGNTGAGE BOY COLUMN , BASE ATTENTION OF THE REGISTERED DESIGN P5 CONNECTION (TYP, UNLESS NOTED) (4) -3/3' DIA x 3' N SIMPSON TITEN HD N.T.S. "� �,•, STRUCTURAL SPECIFICATIONS -- G LIGHTGAGE BOX COLUMN DETAIL I OODS031COOCOLM x s►f F4 ►�'xt �' " 0 02. W STOREFRONT "t.. � ...�.....;. ,. ,�., .vU .,. TWO. 0 FRAMING � t •C a 17 14.7 14.1 13.t La W ,._ L O t .. / z Cc j O>• M CD J o W Ow W CL *,' O =Ott 0wo 1/2'x1 1/2'x12 GA FRAMING CLIP (LENGTH y.. a W P N N N w o W TO MATCH BEAM WIDTH) W/(2) -#10 CA5T -IN -PLACE CONCRETE ® ( REVISIONS: PANCAKE HEAD SCREWS EACH LEG (TYP, 'TOP 4 BOTTOM OF BEAM) I, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 r51 Ke•uieer rr SATE : M un�u y lr YYENTS c AT 23 DAYS, WITH A WATER CEMENT RATIO - .50 (MAXIMUM). CONCRETE '::; I I � X1/11 EXPOSED TO WEATHER 544ALL BE AIR-ENTRAINED AT 6% i 1.6% ❑© I � r I — w.R 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A -615 GRADE 60. I G,I I 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE I I (3IT Y Cdr SOUTH i�l11p `I REQUIREMENTS FOR REINFORCED CONCRETE' ACI 313 -05. I ` I 3 4. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD I ; I , CTU tL `3ECTJ0 �'1'r,UF � PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315 -M, �` UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I I iWAres rr ems•x n TMn sNett 5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE i I L, Jta? PAUL J FORD AND COMPANY \ CONCRETE Is PLACED. I I 250 EAST BROAD STREET `STOP FULL LENGTH TRACKS OF 6. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., ry ,�.. r - -.> I 1 SUITE 1500 NECESSARY TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON I I COLUMBUS, OHIO 43215 BUILT -UP COLUMN SHORT OF BASE EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC I I TRACK IL/ � 614-221-667,10 111 i 10111 / TIPPED OR STAINLESS STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE I I A35011 -0 I -12 GA TRACK W/(3) - #10 PANCAKE HEAD SURFACES TO RECEIVE SANDBLAST FINISH SHALL BE STAINLESS STEEL. I I ��Y•• �....CUU $1- >4'.;.:4� SCREWS EACH FLANGE (TRACK LENGTH 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR TO MATCH BEAM DEPTH) N O. d H0 I9 REINFORCEMENT= CONNECT TRACK TO COLUMN 3' - - -- CONCRETE CAST AGAINST t PERMANENTLY D(POSED TO EARTH. I = 1 W/(6)-#10 SCREWS 2' - - -- CONCRETE EXPOSED TO EARTH OR WEATHER, #6 TIRI #13 BARS. ST 1 -1/2'- CONCR EXPOSED TO EARTH OR WEATHER h #6 BAR 4 SMAU- { y ETE JEFFREY �1�� •••�.......°��. 1- 1/2' -- CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH , REG. N0. `809', OVAL \� 7 FULL LENGTH TRACKS OF EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND CORFORKE REG� 146./ ILT -UP COLUMN SHORT OF BASE SPIRALS IN BEAMS AND COLUMNS. ACK n DATE ISSUED: 02/ 1$GDK 3/4 " - -- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH DESIGNED EARTH D BY: FOR SLABS, WALLS AND JOISTS, #11 BAR 4 SMALLER. •ti -' DRAWN HT ) - #10 PAN HEAD .REWS EACH SIDE CHECKED BY: GDK STRUCTURAL SPECIFICATIONS, (4) -3/3' DIA X 3' ,,. AND NOTES SIMPSON TITEN HD ' x" Q DRAWING NUMBER: ' N.T.S. Asell LOCATION PL s o l . AN _- F � i