|
1/4" MAX
<br />n SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT P.T. _ TO PRODUCT
<br />APPROVAL FOR CON3/16" 0 X 3" LONG FURRING
<br />N. APPROVAL FOR CONN.
<br />1x4 P.T. ix4
<br />3-1/4" LONG X 3/16"!D / FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE DETAIL MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T. 1-1/21� DETAIL
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"'
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />FROM EACH END w/ MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH ENDS MIN.
<br />TO PRODUCT
<br />TO PRODUCT 2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />O.C. & 4" FROM EACH
<br />TAPCON 16" O.C. &
<br />@
<br />FURRIN(
<br />END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />BUILDOUT a" OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG. '
<br />7/16" OSB
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />Z-01'
<br />— SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 1 Od NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />!ll�i�A7e1+t1
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />NAILS AT EA. END —
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS �_ EQUAL EQUAL _
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN, OF START OF
<br />ARCH
<br />START OF ARC
<br />4' MAX. RAD.
<br />PROPER INSTALLATION MAX. $
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(TYP,)
<br />STD. 90'
<br />HOOK (-
<br />FIE
<br />F 1
<br />4 - I
<br />2f
<br />+5A
<br />NOTCH WEB AT
<br />L\ FIRST 2 COURSI
<br />" 'rT CAPACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS
<br />SCREWS & (5),1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d
<br />SINKERS AND (7) 1/44"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 41%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />00, #2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED INT. D NOT FURROW.
<br />JOINT. 0 0 U
<br />.........:.:
<br />'
<br />SEALANT
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />„ 6 MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX, OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<br />(1) #5 BARS CONT.
<br />TOP WITH MIN. 3"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />COVER 6'-0"
<br />F.F.
<br />xsI
<br />I -III -I II -III -III -III_
<br />g . 11=III=III=1 1 ; 1 1-III-
<br />I-
<br />D —
<br />D III_III-III
<br />II
<br />IIIIIII
<br />IIIII;
<br />GRADE
<br />°
<br />°
<br />Cl) p
<br />z
<br />rSIN �N D .
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />kR
<br />YP.)
<br />THE
<br />:S
<br />I IAI•A(`r'CDTADI C wizC rAI 1 TI/1A1
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. SS
<br />S =EkRCH PLAIN AND
<br />PRE-FINVII MILK331aESIG"
<br />�'Ce, iA I:`K T"� i EEGN .'R4Rf
<br />-x 3UD
<br />- _- AILLIMiR 1 EDGE BRA; WALL T'v,P,E .-....1_.mm� I ALUM r C1NA
<br />P1-1-IPLAN I I _ 1s '4«tT I1�PAlNTETI
<br />I ! ,'., SS NAIL teed 5j'JV'H1kD
<br />FCHANNEL- -_I.. 1r t^ FASTENED DIA 24 O Cy.
<br />PER I
<br />NTE 2BE.TCW I 1 . CO1 T'VENTED OR SOLtO SOFFIT
<br />CON_ <4 NALED TO --- eioc'K➢NqT NAILED TO iOP
<br />H R FI FPLY HFR _ RlSS
<br />' 12d NAILS, TYP_ I,.
<br />1 _ G J I . ELIFER TO , ERI F'"„E_ -. •'IRE ,_C,4 r MATERIAL SPAR E-AR'A,CITIES EASED
<br />CI11I IH C SIIa RI F , EC PE1m3FfFt�F H G(F14PUNLNiSANID(_LARDiNm
<br />LISTED IN THE DESIGI14ERFERIA (DN SHEET SIB[_
<br />R FOR S-OFPCF AIFTACHMEN T AT WA.I..I_ (PER �4 FIFIA ALIM4 INC HL 6544 R5 FI.,
<br />P )D fC T PPRD`y`A1) F CHANNEL FASTENED F TE );
<br />1U ,..' T KAIL .09711 DI. s ,4.1 (E 11ITI I EI IREID#2ENT
<br />- NE_ OD %v!: , 316, GA, 34 KI . CROOK' -•I —STAPLES,}; 24, N S , C C. IN D1R v1E 3I;l3T.
<br />PATTERN
<br />��q g 5� Grp; p =��t IW�B Fz�'1+�"�y3�=Ir �? Ek�Sp 1F' k, , F v9R PL'� r�T� 7` € ;.�'!'Y+J i�'C VI
<br />STRUCTURALT
<br />ALE �.. i ?'' `I FOR ALUN41I IU � ; �r1 IT WITHP F S
<br />REV V 0928 a_!I I21 1 - INSTAL L LAID SPAN HI t C: II I G PER
<br />THE I a F) F11 Pi"i .NSTA_L,AMCIN CIRITEPO
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.'
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H.
<br />x (2) 10d NAILS @ 8" O.C.
<br />OVFRy�N TO TRUSS TOP CHORD
<br />�F
<br />+ + yCTy PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP e
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL �//
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MI.
<br />MSTAM STRAP
<br />RCAI F• R/4
<br />CCC CLJCCT MAY AAIM
<br />z
<br />0
<br />U_
<br />O
<br />w
<br />D
<br />U
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st4 COURSES
<br />SOLID W/GROUT
<br />a:
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" °
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • ° •a"•
<br />OVERHAN �:, ••
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D.
<br />1 !-0!! 5'-011
<br />lk
<br />NISH FLOGI
<br />T
<br />> D D •.�
<br />°
<br />° D #5 BAR
<br />p. 10" ° ° a CENTERED W/
<br />D
<br />.D° •. .� 99 Hq0IN TOP o
<br />KNOCKOUT / e�
<br />CHAIR BLOCK
<br />MONO FOOTING D
<br />SIZE AND REINF. PER PLAN I — ', D °
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL -I °
<br />DIRT 711D z
<br />° STANDARD o
<br />9(Y HOOK N
<br />#5 BAR IN
<br />FILLED CELL , ®®
<br />egg
<br />® ®• \ 0 ns y • 9 9 „> ®• 9 0 es ®• \ B r
<br />Six
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4 x5 MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM MAY 3 0 2023
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT. \/RA
<br />Virtual Review Assist, Inc.
<br />Plan
<br />s Review completed and appr
<br />for compliance with the 2020 FBC 7th Edition
<br />#5x6' EMBEDDED INTO by Debra Anne Klahr PX2 00
<br />O
<br />EXISTING FOOTING 2 #5x6' IN N 0 C.
<br />DRILL 3/4"x5" MIN. HOLE FILLED CELL
<br />SET BAR IN EPDXY rA
<br />I EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />4" SAW CUT
<br />A SECTION
<br />j SCALE: N.T.S.
<br />SCALE: N.T.S.
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