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HomeMy WebLinkAboutS S4_01 Sections & Details - Maverick - Rev 2 N r ° O a `n N o m N N c L O N O O o It L0 m a O O O L O U —gym J o>a L s d _�v BASE PLATE FOOTINGS N e 0 0°J ::o m =a m U U w 0 0 m U, METAL BLDG COLUMN EXISTING SIDING TO BE REMOVED =a w2 o a BY METAL BLDG. MFR. L'3 o — 2 T' w Q Zzb U (4) ANCHOR BOLTS x 48" LONG, t N C z . TOP F 2 o (1) #5 CONT. (SEE METAL BLDG. DGS. FOR BOLT .s U w DIAMETER & SPACING, TYPICAL) 3/4" PVC GREASED SLEEVE r 9� w m O BASE PLATE BY (SPEED DOWELS) j H a m m U N M V L6 O -: M METAL BLDG. MFR. #5 x 20" LONG DOWELS @ 24" O.C., EXISTING BUILDING COLUMN Z O DRILL & EPDXY 8" INTO EXISTING TO REMAIN Q MONO—FOOTING AT MID—DEPTH 4" THREADED 6" THICK CONC. SLAB, (3) #6 BOTT. ® COLUMN PROJECTION 6" THICK CONC. SLAB, 6" THICK CONC. SLAB, [ EXISTING TS24x24 (SEE PLAN) (SEE PLAN) (SEE PLAN) TO REMAIN 6" SLAB ON GRADE EL. 0'-0" EL. 0'-0" EL. 0'-0' • , d • d , , • d • T.O. SLAB • • , d .° ° d ° r x" 3c °�-� x °'—.x k • ,' •• � °—°�• — y • — —, ,6 lot (MATCH EXISTING) d • xa a x° °—— Q—ems �.j °x°• a a x °x co (MATCH EXISTING) (MATCH EXISTING) — d• LJ \ /\ \d \ \ \ •\ \ \ \ °• , °e •° • d° °9 •, , • ° •° 8 a•d • , \• d 14,• . ° ed I14 d° 0d I °• d• \ \ \ \ \ . . J• , .. , •d• ° a ,d •� ,°I • , ° \ \ \ \ \ \ \ \ \ \\ ,,d "� •° , •"� TS48.18 THICKENED SLAB /\�//�//�/ • .� • . � � � ° • �• °� // // // // // // // // // //\ da • / • . •9 • a r\\/\\ ' I n s 4­4 4' j e •�a ,d \/\\/\\ \ TS48.1 8 d< • , I• ' • d• •I°d a" a •° , < \ • • / //\\//\\//\\//\\//\\//\\//\\/\\/\\/\ V ° ° •1 , d EL. —1'-6" / _, —ram a \ \ \\ d • • ,• d o ° \ T.O. FOOTING • • ° • // //// \ , • ° TE-2 12"x24" r j 2 5 CONT. BOTT. � �� �� �� �� �� �� �� cz / ° • d d • ••• /. 2-0 2'-0" THICKENED SLAB EDGE \/%•j#•/ / •/ /\%/\�\ j\ . • , / //\//\//\//\//\//\� O i� TS48.18 /\ • , . ° • a • ° , , , • \ BEYOND I..L j d ° , % m• • a / 3/4" x 10" x 10" PLATE, TYP. \/ ` 12 \ • ° • m • ^ d ° \ 4'-0" III .d d ; /j W co / , , d •° " d (4) #6 x 6'-8" LONG d, Q iv •°d • a • ,d • ° • • \ 6" O.C. ' d • ° 0 < •d d< /\ 2 SECTION PAPER JOINT �/ / ( ) d 1 lie • •d EXISTING F4 6'x6'x30" • . , d • •d �/ / FOOTING TO REMAIN J R. z .. ° • • ° ,d • •, • ° d / 4.0 Scale: 3/4"=1'-0"d d r d e °, \ � � B.O. FOOTING C~ F8080 FOOTING, 3" CLR (TYP) (SEE PLAN) �\//�jj ��\\ Z (4) #6 x 36" LONG U Q HELICAL PILE @ 6' O.C. w C O 8'-0" O ao rn x 8'-0" WIDE rn rn Lo SECTION 3 SECTION U Q 4.0 Scale: 3/4"=1'-O" 4.0 Scale: 3/4"=1'-O" w o Z li C0 r�CN 0 m CD F-� o C � o U Q 0 N �-+ z w w uj 2 m � o m Q ^ CO N I— G 0 BASE PLATE 5„ 1 3/4" FOOTINGS 3/4" 3/4" METAL BLDG COLUMN M BY METAL BLDG. MFR. Q O�- - - (MW-1) 8" CMU WALL (MW-1) 8" CMU WALL — (4) ANCHOR BOLTS x 54" LONG, M o (SEE METAL BLDG. DGS. FOR BOLT N •' 30" MINIMUM LAP 30" MINIMUM LAP DIAMETER & SPACING, TYPICAL) TAPCON }' J r� 3"x3" x 12 GA. CLIP @ 24" O.C., BASE PLATE BY PATTERN zi� (SEE SECTION 5/S4.01) o s H0_2" METAL BLDG. MFR. m M M COORDINATE DIMENSIONS WITH 3"x3" x 12 GA. x 5" LONG ANGLE, 0.6C x 22 GA. GALV. METAL DECK, METAL BUILDING MANUFACTURER, ATTACH TO EACH STUD W/(4) #10 TEK ATTACH W/ #10 TEK SCREWS @ 6" O.C. U i w TYPICAL 1 —0 AND 1 SIDELAP FASTENER PER SPAN #10 TEK SCREWS 4" THREADED #7 HAIRPIN BARS SCREWS AND TO TOP OF WALL W/(3) 0.6C x 22 GA. GALV. METAL DECK, ( ) 6" THICK CONC. SLAB, PROJECTION 6" THICK CONC. SLAB, 1/4"0 x 1 1/4" LONG TAPCONS ATTACH W/ #10 TEK SCREWS @ 6" O.C. @ 12" O.C. N . . (SEE PLAN) 1 1/2" (SEE PLAN) AND (1) SIDELAP FASTENER PER SPAN O 12" x 1 5/8" x 16 GA. STEEL CC o 12 STUD W/ 12" x 12 GA. TRACK G U EL. 0'-0" r 1 EL. 0'-0" M w T.O. SLAB _• _° ° ° • • — , d T.O. SLAB o !�• •°°`x °d , x d �r xe° °d° x e° x °x s x ° % d , x °% • (o 1 .. ° d • d , • , a • e • e (MATCH EXISTING) _ _ _ _ _ _ — — • • a• •.` ° a d d —� s `y ,— � 1:12 TO MATCH T.O. STEEL STUDS .--. �/ • •d \ �\ r\�r\�r\� �• a I \ °� \ SLOPE TOP OF BEAM EL. 9'-4" EL. VARIES: U / / / / r // / ! • / / / / / // ///�// ROOF PITCH 12 GA. x CONT. TRACK, ATTACH TOP _ o TS28.24 THICKENED \/ a a • ° \\�\ STUDS T.066EAM} (H.P.) N � • ° d 2//\�/ N SLAB EDGE / I • • °I• • a 2\/ / // \ \ — _ _ 810 OTEKOSCR SCREWS EACH O FLANGE W/(2) TS24.24 THICKENED I°� • ° d ,• dI lr\1 \\ �/� d•I ° 1/\\/ i — — -- °- EL. 8'74" 12" x 1 5/8" x 16 GA. GALV. I° •I• 0 SLAB EDGE •` T Q• °��\�\ %/\� \�/\�� •—— :- °a"//� �j��j��j� �j// 12" x 1 5/8" x 16 GA. GALV. g• T.O. TB-2 BR DGI G ©STUDS/4 STEEL1POINOTS W/ q CONC.)TE'xBEAM26 5/8"t .� a //\///\///�///.//r//• /�\ j d • g d • ° STEEL STUDS ® 16" O.C. W/ I ° I (TB-2) 8"x12" I a a• d .I • • , • • • ° • ° ° \ BRIDGING @ 1/4 POINTS CONC. TIE BEAM OL EL. 7'-4" w B.O. TB-2 d, d d •d / d ° °, 9, • d ° • , F70 FOOTING (MW-1) 8" CMU WALL (MW-1) 8" CMU WALL N j\\\ ° • a s a• • d a a p \\\ 7 °°• d / j\\\ ° • • •• a a d°A °° a• d °• a a, • °0. 0 • a• °d ° d• • ° ° a a , , , • •d \\\ O °d • ' d / / m °M �• °° �< •• / • =d ° d • 'a ° . ` ` ° • ° • /\' 5 SECTION s SECTION p op 3" CLR (TYP) Scale: 3/4"=1'-0" 4.0 Scale: 3/4"=1'-0" L Q 7'-0" M o co m � 4 SECTION Q 00 Co mm 4.0 Scale: 3/4"=1'-O" J U_ p .L Z 45 W L E > U d ZLo 2 O L I° � G l o a WALL PANEL BY BLDG. MFR. FLASHING BY OTHERS 0.6C x 22 GA. GALV. METAL DECK, GIRT BY METAL BLDG. MFR. ATTACH W/ #10 TEK SCREWS @ 6" O.C. AND (1) SIDELAP FASTENER PER SPAN SLOPE TOP OF BEAM @ 1:12 1 12 — 3"x3" x 12 GA. CLIP @ EACH STUD, TO MATCH ROOF PITCH — — — — (SEE SECTION 5/S4.01) EL. 9'-6 5/8" '—° U) � I J 12" x 1 5/8" x 16 GA. GALV. d STEEL STUDS @ 16" O.C. W/ I° I° W BRIDGING @ 1/4 POINTS �� � 06 (TB-2) 8" x 26 5/8"t �I d I° CONC. TIE BEAM I ° I (BB-1) 8"x16" CMU BOND BEAM U) I_ IN FOREGROUND & BEYOND, RUN 0 EL. 7'-4" ` HORIZONTAL BARS CONTINUOUS B.O. TB-2 THRU TB-2 ai z W Allen Digitally signed by Allen Wieder, �' — METAL BLDG COLUMN BY METAL BLDG. MFR. (MW-1) 8" CMU WALL PE FL 43444 m DN:cn=Allen Wieder,PE FL Wieder, PE 43444,o=Wieder Engineering, Inc,ou, email=awieder@wiederengineeri 7 SECTION FL43444 ng.com,c=US o 4.0 Lo Scale: 3/4"=1'-O" Date:2021.05.06 16:03:01 -04'00' o o ° 04 Y17 �I(/CecCep �nC. Q E � STRUCTURAL ENGINEER D z 6 CO 11718 SE FEDERAL HWY #373 Uc #28036 (772) 546-5823 ' No p p N HOBE SOUND, FL 33455 FAX: (772) 545-3734 U) a a @