HomeMy WebLinkAboutS S3_01 Sections & Details - Maverick - Rev 2 ° ?16
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G ATTACH GIRT TO TOP OF WALL WITH 3/8"0 x 2 0 a o CDp o 0
1/2" EMBED HILTI KWIK BOLT 3 EXAPANBSION L2x2x3/16" x CONTINUOUS GALVANIZED STEEL
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ANGLES W/ 4" LONG x 1/2"0 NELSON HEADED _L a Q
ANCHORS STARTING 6" FROM END OF WALL
AND @ 48" O.C. MAX, TYPICAL U ~
WALL PANEL WALL PANEL BASE PLATE SEE ARCH'L DWGS. ~
FOOTINGS STUDS 45° AT 24" O.C. Y =_
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BY BLDG. MFR. BY BLDG. MFR. FOR JOINT INFO. c m0 Co
GIRT BY BLDG. MFR. TO SUPPORT TOP OF 1/2" 3/4" PVC GREASED SLEEVE
GIRT MASONRY WALL TO RESIST LATERAL WIND LOAD EXP. JT. AT EACH HORIZONTAL BAR a w
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SHOWN (EITHER DIRECTION). III METAL BLDG COLUMN EXTEND #5 BARS 12" OF TS24.26 m g z
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175 PLF (TYP.) 175 PLF (TYP.) Y METAL L M PAST EXPANSION JOINTN 6" THICK CONC. SLAB, �.3 iE y o �LLj a =
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210 PLF EL. 8'-8" EL. 8'-8"
T.O. TB-1 210 PLF T.O. TB-1 (4) ANCHOR BOLTS x 48" LONG,
(AT CORNERS) (AT CORNERS) (SEE PLAN) T a" fl z v
RUN BB-1 TOP (SEE METAL BLDG. DGS. FOR Bj LT • z
BAR CONTINUOUS DIAMETER & SPACING, TYPICAL Y U
HOOK WALL REINFORCING co BB-1 8"x16" • EL. 0'-0" o y �,3 � � j z
INTO TOP & BOTTOM OF MASONRY BOND BEAM ,e da• • • • - d T.O. SLAB s can u w
I THRU LINTEL ( ) 2 BASE PLATE BY a d ( ) w
x x, in MATCH EXISTING `� m o
LINTEL OVER OPENINGS METAL BLDG. MFR. • A'
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i (2) #5 BARS EACH SIDE III • ° • • d • d a m Q
• •d° d,
1� • • i•° 'o �a• Z O
EL. 7'-2" EL. 7'-2" (4-TOTAL) WITH 9" HOOK ° , °
AT EACH END 4" THREADED • dp 1 • • d • °a ♦ O
T.O. MAN DOOR T.O. MAN DOOR PROJECTION 6" THICK CONC. SLAB, • ° s ° 12" •,
(B.O. BEAM) (B.O. BEAM) (3) #6 EACH WAY BOTT. (SEE PLAN) • • ° • .• , • ° °a °
d d °
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® (L-1) 8F18 LINTEL • °
EL. 0'-0"
OVER MAN DOORS • . •° • T.O. SLAB ° ° • °• ,°
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� FOOTINGS I //\/\/\/\/\/\ \/\/ ,• /\/\/\/\/\/\/\/\/ SLAB EDGE
METAL BLDG COLUMN // // // // // / // • TS28.24 THICKENED
BY METAL BLDG. MFR. \\\\\\\\\\\\\\\\\\\�\ \ • ° r• \ \\\\�\\\\\\\\\\\\\\\\� SLAB EDGE O
/ / / / / / / / / /
/ sW47 ° 3/4" x ,o" x ,o" PLATE, TYP. 3 EXPANSION JOINT DETAIL
(MW-1) 8" CMU WALL - (4) ANCHOR BOLTS x 54" LONG, \�\\ • • • d �•2'-0"° ° ° , d a • /r O
(SEE METAL BLDG. DGS. FOR BOLT (4) #6 x 36" LONG d d _4 , d /\ Scale. 3/4"=1'-0"
30
4'-0" @ TS48.18 '° m< s
DIAMETER & SPACING, TYPICAL) @ 6' O.C. \\ , • • ° • \ (4) #6 x 36" LONG
30" MINIMUM LAP � ° • ° ° • ° @ 6" O.C.
° " °
BASE PLATE BY cO \//\\/•, • , d • 9, ° ° • ° \\ L2x2x3/16" x CONTINUOUS GALVANIZED STEEL
=J METAL BLDG. MFR. 2� \/\ • , " d /\ ANGLES W/ 4" LONG x 1/2"0 NELSON HEADED
COORDINATE DIMENSIONS WITH \ \ • • ° s •° (4) #6 x 6'-8" LONG W
METAL BUILDING MANUFACTURER, • °°° •d r @ 6" O.C. SEE ARCH'L DWGS. STUDS @ 45° AT 24" O.C.
TYPICAL 1 -0 /�
FOR JOINT INFO.
4" THREADED #7 HAIRPIN BARS o z \\\\ ° ° '° • a ° • \ 1/2" 3/4" PVC GREASED SLEEVE J
PROJECTION 6" THICK CONC. SLAB, /\ ° • d , /\ #5 x 24" LONG DOWELS EXP. JT. (SPEED DOWELS) Q
L I A 1 11 1 1/2" (SEE PLAN) , d ° ,, ° - . d / @ 24" O.C.
6" THICK CONC. SLAB,
\/ , \/\/\/\/ I ° r\• r\ /� /r /� \ r\ r\ /\ •/�/\/�//\ / 4„ (SEE PLAN)
• « T.O. SLAB /�/.\//.�//` F6080 OR F8080 FOOTING,
z— x °° x• —, z `x •x - x (o MATCH EXISTING 3" CLR (TYP) ( ) , a CC
z • I, SEE PLAN y d ° ° T.O. SLAB m I�
\ \ \ • • 2-0 4'-0' 2'-0"
• 1 ° . -2' , •ac °— °gc x x. • iD (MATCH EXISTING)
TS28.24 THICKENED °; y \\ \\ \\ \\ \\ \\ \\ ° d • d • d ° -
SLAB EDGE \/\ a I HELICAL PILE °
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1 1{ d V J rTI
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'LOCATIONS)
12" 0 c�
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d •• • a. °\\ SLAB EDGE W E"'I v M o
10- 2 SECTION jI
\/ d °d , d 2'-4" ° ° 3.0 Scale: 3/4"=1'-0" , aLL
d
\// ° ° e d 4 4a , • . 4 SLAB EXPANSION JOINT DETAIL w
°d , •e d• , • < d °
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`o /\// ° ° , m • • ° , a ° •°d F70 FOOTING 3.0 Scale: 3/4"=1'-0" v
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d ° • , • '4.° a ° ° / BASE CHANNEL O>
d • ? ° \/� BY BLDG. MFR. O > 0a o
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// ° • • d• •� i • °d r � - - - - - - -
/ a d ° • ', . . • a �%\ /WALL PANEL C) r"y z w
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\r \/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\\/. I BY BLDG. MFR. m N H
3" CLR (TYP) ,\ .\ .\ .\ .\ .\ .\ .\ .�
EL. 8'-8"
T.O. TB-1
7'-0" 1
SECTION ,A NOT USED (BB-1) 8"x16"
I MASONRY BOND BEAM I
3.0 Scale: 3/4"=,'-O" 3.0 Scale: 3/4"=,'-O"
1 B NOT USED SEE SECTION 1/S3.01 FOR 1
3.0 Scale: 3/4 _1 0 GIRT REQUIREMENTS &
LINTEL OVER MAN DOORS,
TYPICAL
BASE PLATE
FOOTINGS
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METAL BLDG COLUMN
BY METAL BLDG. MFR. O N
EXISTING SIDING TO BE REMOVED L_
(1) #5 CONT. TOP �.!
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3/4" PVC GREASED SLEEVE (MW-1) 8" CMU WALL (4) ANCHOR BOLTS x 42" LONG, m
(SEE METAL BLDG. DGS. FOR BOLT 0 F L
30" MINIMUM LAP DIAMETER & SPACING, TYPICAL) m rn M
(SPEED DOWELS) e�
BASE PLATE BY U i LL
#5 x 20" LONG DOWELS @ 24" O.C., 1'-0 1/2" METAL BLDG. MFR. •L 6
EXISTING BUILDING COLUMN COORDINATE DIMENSIONS WITH
DRILL & EPDXY 8" INTO EXISTING TO REMAIN a�
MONO-FOOTING AT MID-DEPTH METAL BUILDING MANUFACTURER, 11" >
TYPICAL 4" THREADED (1) #7 HAIRPIN BAR (o O o
6" THICK CONC. SLAB, EXISTING TS24x24 PROJECTION 6" THICK CONC. SLAB, U N o
LL
(SEE PLAN) TO REMAIN 6" SLAB ON GRADE 1 1/2" (SEE PLAN) `�
EL. 0'-0" EL. 0'-0" ai
T.O. SLAB ° d • • d 'd° • I• — —— ° ° • ti d T.O. SLAB
MATCH EXISTING x, • —ax a° ••x T x x `� x x• ° x —° x° z• x• a• A.
x x , iD MATCH EXISTING U
//,/i. d °°• d • a . TS28.24 THICKENED/r� d ° ° �° 1• •/\//\//\//\//\//\//\//\//\//\//\/�` I`
d \ \ \ \ \ \ \ \ \ \ \
(TE-2) 12"x24" / / // //\\//\\//\\//\\//\\/� \ SLAB EDGE �/\ ,° a q ° //�//\//\//\//�//�//�// / C_)
THICKENED SLAB EDGE \/ ° • °,° /\\/\\/\\/\\/\\�` iv \\/ ° °° ° �° 2\\\\\ •(n
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(2) #5 CON T. B OTT j \\/\\j\-°a A 4 x
•--�• °• ///\/\\/\\/\\/\\/j\\/j\ \/\�// —-—J d°
PAPER JOINT /// \/ ° • /\� F40 FOOTING
\ XISTING F4 (6'x6'x30") / , �•N, • •a / z
/ • ° ° m • \\/ � O
/\\/\\FOOTING TO REMAIN e °
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s SECTION 6 SECTION 6A NOT USED
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3.0 Scale: 3/4"=1'-0" 3.0 Scale: 3/4"=V-0" 3.0 Scale: 3/4"=1'-0" •� z
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z O iZ
CAST IN PLACE REINFORCED Lo L
CONCRETE TIE BEAM m LL � LL
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^L
LL
PLACE METAL LATH OR WIRE
SCREEN OVER CORES NOT TO
BE FILLED (SHEET METAL AND
VERT. REBAR w/SAME FELT PROHIBITED)
DOWELS IN FOUNDATION.
PROVIDE 48 BAR DIA. LAP, .00
SEE PLAN
MASONRY
HORIZ. JOINT REINF @ 16" O.C.
\ STARTING AT FIRST COURSE ABOVE
\ \ El
\ FOUNDATION. LAP SPLICES 6". USE
PREFAB. L'S AND T'S AT WALL
MASONRY \ INTERSECTIONS
C
\ \ \ El .
2500 PSI GROUT FILLED CELL
PROVIDE PREFAB. "L" PLACE AND CONSOLIDATEJOINT REINFORCINGGROUT IN 5 FT. LIFTS J_
AT ALL CORNERS
Q
PROVIDE PREFAB. "T" \ MORTAR CROSS LLI
JOINT REINFORCING AT WEBS ADJACENT TO 0
ALL T-INTERSECTIONS
1/2" x 4 1/2" CUT \ FILLED CELLS oZ5
II I II PLAN VIEW PLAN VIEW 0
rl,� MASONRY INSPECTION & z
GROUT PLACEMENT OPENING
GROUT-FILLED CELLS ASTM C.90
T I 1 -2500 PSI (TYPICAL),
MASONRY CONCRETE MASONRY C.M.U.'S � V
• I 1 I COLUMN z W
Q ^ I L \- --I I DO NOT DROP GROUT a, (n
� f r MORE THAN 5'-0"
-- I I I ° • ° Digitally signed by Allen Wieder,PE
z I I _ _ I Ell- O O a ED El
1 1_ L L_ ° FL 43444
o ^ II T r tl 11 4 1 2" x 4 1 2" CUT Allen Wieder, DN:cn=Allen Wieder,
Ln � II II II / / SET FIRST COURSE IN FULL PE FL 43444
\ \ MASONRY INSPECTION MORTAR BEDDING o=Wieder Engineering,Inc,ou,
v jj j Fj & CLEAN-OUT HOLE EXTEND JOINT REINF. 6° PROVIDE DOVETAIL— CONCRETE P E F L 43444 email=awieder@wiederengineerin
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1 I INTO CONCRETE COLUMN ANCHOR SYSTEM COLUMN g.com,c-US U-
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DOWELS TO Date:2021.05.06 15:54:18-04'00' 6
---J -- MATCH VERT. PLAN VIEW PLAN VIEW
4 1/2" x 4 1/2" CLEAN Q o o
(MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) FOUNDATION - OUT OPENINGS AT GROUT N orb
FILLED CELL LOCATIONS. (� � q
ulieclep cneepinq Jnc. Q I a) o Q
TYPICAL MASONRY FILLED CELL DETAIL TYPICAL MASONRY DETAILS TYPICAL MASONRY WALL CONSTRUCTION STRUCTURAL ENGINEER � z m
N.T.S. N.T.S. z .�
N.T.S. 11718 SE FEDERAL HWY #373 Uc #28036 (772) 546-5823 m o
p p N
HOBE SOUND, FL 33455 FAX: (772) 545-3734 W a- a O