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3 <br />-o <br />x <br />0 <br />c <br />v <br />0- <br />0 <br />B <br />J <br />00 <br />t <br />i <br />a <br />d- <br />0 <br />ckf <br />O <br />0 <br />J <br />00 <br />4 <br />I <br />i <br />O <br />CO <br />0 <br />c <br />i <br />3 <br />a <br />eJ <br />N <br />O <br />E <br />r— <br />O <br />`o <br />J <br />N <br />a <br />U <br />0 <br />0 <br />C3I <br />N <br />0 <br />i <br />a. <br />c <br />0 <br />U <br />o <br />J <br />0 <br />N <br />M <br />0 <br />o <br />d <br />0 <br />3 <br />0 <br />z <br />CD <br />w <br />v' <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. 11 <br />X 4 <br />1x4 P.T. 1x4 URRING <br />3-1/4" LONG X 3/16"0 FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS TAPCON 16" O.C. & 4" NX8 <br />TAPCON. INTO STAGGERED @ 16" @ <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. <br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />1x4 P.T. & 1x8 P.T. 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 END W/ 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 />END w/ MIN. 2" EDGE DIST. FURRII <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 OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON ( 1 114" 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 45^ 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 />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />\_ <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />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 />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />iSOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-0" <br />SECTION <br />A -A <br />8" <br />WITH <br />14 <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�114" MAX EMBEDMENT INTO K.) <br />2'-0" <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 B <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 <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SCALE: N.T.S. SS <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) 10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <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 />EQUAL 4' MAX. RAD. <br />PROPER INSTALLATION MAx.B <br />#5 REBr <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />px <br />NOTCH WEB AT <br />+5^ <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />y SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"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 4'Y2" 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 PLA <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />12d NAILS 2 <br />X6 TO 2X4 <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) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />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 'IS" OR 'IN". 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 />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL 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) 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 JOINT. DO NOT FURROW. <br />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />MIN. LAP SPLICE W/ <br />6 „ <br />* WITH U PER HALF F M RTAR BED AND TROWEL <br />COVER PANEL REINFORCING P 0 0 <br />- <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <br />H) <br />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) <br />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) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />SIMPSON <br />H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY rL <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 />C <br />I— I E��I I F—I I I, <br />p <br />° <br />p � <br />II III I) <br />II—f(F�T1 <br />Ii-TF— <br />ITI <br />GRADE o. D <br />° <br />M p <br />z_ <br />CV • 0 <br />° <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 />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />,Rii <br />♦ <br />♦ <br />YP.) <br />+2rr <br />FHE ' <br />S ' <br />' <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />#5 REBAR TYP, <br />/ (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W! 8d @ 4" <br />AND NAILED W! 8d COMMON @ <br />O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2x BAND JOIST W/ FACE NAIL 10d <br />D. 90° HOOK (TYP.)401 <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />_ <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />♦ <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />NOTC F� @FIRST <br />COURSE <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />` <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />BAND JOIST & (4) 1/4"x2 3/4" <br />♦INTO <br />TITEN INTO K.O. BLOCK <br />411 <br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRIG WALL TYPE <br />PER PLAN <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <br />I_rWj7j*:j;1!j;j6; <br />"M� <br />.. <br />L CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. (**) <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />- CMU w/ 3" LONG T-NAILS @ 24" O.C, <br />WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. <br />SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA w/ 3/4" X 1/4" <br />CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE <br />3. [F] CHANNEL APPLICATION: <br />MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR <br />STUB NAIL .097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL <br />WALL <br />WOOD FRAMING; SECURE IF] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN <br />STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL <br />SOFFIT PANEL ATTACHED AT 2X FASCIA w/ 3/4" X 1/4" <br />CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE <br />STRUCTURAL SOFFIT <br />SFO 1 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER <br />REV. 03.22.2021 BLOCKING REQUIRED, FOR SOFFITS LESS <br />THAN V-4" MID BLOCKING NOT REQUIRED <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />2x TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />0 <br />�F1,�yq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <br />+ + 4FNGTy (2)10d NAILS @ 8" O.C. <br />+ + TO TRUSS TOP CHORD <br />+ + <br />+ + PLYWOOD SHEATHING <br />+ + <br />+ BLOCKING AS <br />-RUSS + REQUIRED TO <br />+ SUPPORT SOFFIT <br />2X4 SYP . o <br />EACH TRUSS <br />CONNECTOR °�® <br />SEE LINTEL <br />SCHED. <br />/ CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" 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 wl SIMPSON SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 3i, - r <br />LgAAW!Idt1llINli0bll <br />z <br />0 <br />U_ <br />O <br />w <br />1¢ <br />U <br />M <br />U <br />U) <br />FILL 1st4 COURSES <br />SOLID W/GROUT <br />° <br />° <br />FOR OVERHANGS BETWEEN OVER 1 112" ° <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • ° <br />•°. <br />OVERHAN •"A <br />° <br />° <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 REO'D. <br />1 r-0rr 51-011 <br />INISH <br />A <br />#5 BAR <br />,p• 10" ° p, b n • .• ° CENTERED W/ g <br />ry . 9 IN TOP o <br />KNOCKOUT/ N <br />1 =� �• .e °a CHAIR BLOCK <br />D . <br />MONO FOOTING_ <br />,a e.: •' o °, <br />SIZE AND REINF. PER PLAN <br />-E <br />AND SECTION DETAILS -I <br />- ° <br />CLEAN FILL .> ° <br />DIRT z <br />STANDARD o <br />P 90 HOOK N <br />#5 BAR IN <br />r <br />FILLED CELL , <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' <br />ONTACT 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 <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 34'4" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />N <br />O <br />fV <br />C'V <br />N <br />0 <br />w <br />h cn •',V0 VialaT <br />^' <br />•' OF <br />n v �► <br />r <br />tg����� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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