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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 />2 x 8 45^ DIAGONAL <br />BRACE(S) <br />BUILT UP PLWD. BUCK <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH <br />CONNECT W/ 8d NAILS <br />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A -A <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK — <br />PROVIDE 2 x 8 DIAG. BRACE BTWN. <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />TOP (2) #5's x 4' 0" <br />CENETERED @PIPE <br />PENETRATION <br />DOORJAMB 1X4 1/2" DRYWALL <br />DOORJAMB <br />1 X 4 1/2" DRYWALL <br />DOORJAMB <br />1 X 4 1/2" DRYWALL <br />P.T. <br />ATTACHED PER <br />ATTACHED PER <br />ATTACHED PER <br />DOOR MANUF. <br />DOOR MANUF. <br />DOOR MANUF. <br />It <br />�1 X 4 <br />1 X 4 <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONS STAGGERED <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />P.T. <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL <br />MASONRY THROUGH <br />311 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. <br />3/16" x 3 -1/2" <br />DOOR JAMB <br />1 X 4 1/2" DRYWALL <br />DOORJAMB <br />EACH END W/ MIN <br />DOOR JAMB <br />TAPCON <br />ATTACHED PER <br />ATTACHED PER <br />2" EDGE DIST. <br />ATTACHED PER <br />DOOR MANUF. <br />DOOR MANUF. <br />DOOR MANUF. <br />10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />2 1 /4" <br />DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />1/4" MAX <br />ir <br />NSOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) 10d NAILS INTO <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />(4) 10d NAILS INTO 2 x 8 <br />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 />PROVIDE TAPCON PER WDW. INSTALLATION <br />DETAILS OR THRU 1-1/2" THK. OR MORE BUCK <br />WITHIN 6" MIN. OF START OF ARC <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO BLK.) <br />SOLID BLKG. AT TOP BTWN. ARCH r <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END ---_� <br />a- a <br />II I ,III —III —I I d d d a a <br />III III • • i <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />------------- <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL <br />BTWN. OSB ARCH FACES W/ (4) 1 Old NAILS <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL K <br />SCALE: N.T.S. SS <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />a d . <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0" <br />CENETERED @ PIPE <br />PENETRATION <br />- SECTION <br />A -A <br />8" <br />2'-0" <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 />EQUAL <br />PVC OR SCH40 SLEEVE <br />/ r PLUMBING LINE <br />z �a <br />d <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENETERED @PIPE FF <br />PENETRATION PLUMBING LINE <br />O d <br />O <br />4 <br />a <br />=III-III=III=11 � �° a 11=III-III= <br />' —III; III —I a a d d I —III —III —' <br />—III— j <br />=1 = <br />O d <br />SEE FND. PLN. <br />SIZE & REINF. <br />11 <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4' MAX. RAD. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />.. _4 — <br />PROPER INSTALLATION MAX. 8" <br />#5 REBAR (n <br />FILL SOLID <br />STD. 90^ HOOi <br />BOTH CELLS <br />Lila <br />NOTCH WEB AT THE FIRST: <br />+5^ <br />�— FILLED CELL PER FOUNDATION PLAN <br />P,) <br />TYP. <br />XKfl11: <br />USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP <br />= 2790 # FOR 2 STRAPS <br />1-PLY PRE-ENGINEERED TRUSS <br />USP RT16M W/ (9) 10d x 1 z" NAILS & <br />(4) %" x 1 4" TAPCONS <br />(IF TRUSS IS 2 PLY INSTALL USP <br />HTWM16 W/ (8) 10d x 1)/2" NAILS AND <br />(4))/ " X 13/" WEDGE BOLTS [(1) <br />STRAP = 1225 # , (2) STRAPS 2450#1 <br />BOND BEAM OR CAST <br />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) #12 X 4'Y2" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA / <br />WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. TR S <br />JACK TRUSS PROVIDED BY TRUSS 12 <br />COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE <br />W/ (3) 8d TOENAILS @ TOP & BOTTOM PLAN <br />CHORD TO LEDGER <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />12d NAILS 2 USP RT3A <br />X6 TO 2X4 , <br />PROVIDE 2x <br />CONT. W/ (3) <br />12d NAILS JACK TRUSS PROVIDED BY / <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. / <br />T-0" MAX SEE PLAN <br />00, <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #12 X 4'Y." WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. <br />SECTION @ SHED ROOF L <br />SCALE: 3/4" = V-0""I SS <br />SLEEVE THRU STEMS <br />SEE PLAN FOR : eq a <br />FOUNDATION INFO ° a' <br />STEM FOUNDATION <br />GRADE <br />REINF. SEE PLAN <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />(1) #5 BARS CONT. <br />12" BELOW TOP WITH MIN. 3" <br />GRADE COVER <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 />6'-0" <br />0 <br />X I ox t <br />D D <br />M GRADE <br />p ° D <br />°D <br />T - • '> _ <br />° I> ° �"—(2) #5 REBAR. MIN. 3" <br />16" MIN. (1-STY) 10, COVER EA. WAY <br />20" MIN. (2-STY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />I IAIAr%0C:DTARI C IAIQTAI I TInKI <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />H <br />SS <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />OVERHANG <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 REQ'D. <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 />+ + Rh�NG�GTH TO TRUSS TOP CHORD <br />+ + PLYWOOD SHEATHING <br />+ + <br />+ <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />2X4 SYP &s + <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />CENTER SOFFIT <br />PRECAST LINTEL <br />FOR OVER HANG (MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />HTT16 W/ (18) - 16d NAILS <br />STUDS & (1) - 5/8" DIA. F <br />THREAD ROD EPDXIED <br />SIMPSON "SET-XP" EPDXY M <br />12" EMBEDMENT & 1-3/4" M <br />EDGE DISTAN <br />(ALLOWABLE UPLIFT=2,24. <br />CELL FILLED SOI <br />w/(1) #5 VERT. REB, <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 <br />ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL <br />10d @ TOP & BTTM CHORD, <br />AND (8) FACE NAILS 10d @ <br />TRUSS VERT. WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" <br />SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" <br />WEDGE BOLTS INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />1'-0" 5-0" MIN. <br />FINISH FLOOR <br />° Y <br />#5 BAR <br />,D P jolt °° ° p ° CENTERED W/ <br />90 H ° IN TOP o <br />_ p KNOCKOUT/ N <br />CHAIR BLOCK <br />° <br />MONO FOOTING _ D <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />I o <br />CLEAN FILL ° <br />DIRT z <br />° STANDARD c <br />iv <br />#5 BAR IN 90' HOOK <br />FILLED CELL s— <br />' <br />vv v <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />z <br />0 <br />< <br />2 <br />U LU <br />O U <br />W J <br />U Ll <br />u_ Q <br />~ J <br />U Z_ <br />N <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION. <br />nm <br />■1 <br />EXISTING BOND BEAM. <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />#5X6' EMBEDDED INTO <br />EXISTING BOND BEAM <br />- FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />05X6'EMBEDDEDINTO <br />EXISTING FOOTING <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT <br />14" 1 SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />E�n � <br />Nkbj,3�i <br />F <br />h 1 <br />�ua6 a�3ra b;acuaa�>3 cx��s�o sa <br />x� r <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813,645.0166 <br />f. 813.645.9698 <br />www.scoenginee6ng.com <br />CA 25948 <br />1 <br />o <br />0 <br />N <br />z 'u <br />OL^ <br />0 <br />Q Ln M <br />M <br />Z <br />is—aar%� <br />0 <br />< F- <br />F- <br />WLU <br />z t~il <br />J <br />0 <br />o <br />�O <br />U � <br />Q <br />LLJ <br />W <br />_j <br />� <br />w 0 <br />LJ-J 00 <br />O = <br />� � U <br />� � Z <br />cn Q <br />� <br />Q � <br />U <br />zW Q <br />z W <br />� Z > <br />cn <br />UO <br />V) <br />V) <br />�O <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />©2020 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />©2020 - THESE DRAWINGS AND DESIGNS ARE THE <br />DINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />JHE <br />TCLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBfiED. <br />REVISION: <br />DATE DESCRIPTION <br />01,09.19 1.02 ROOF UNDERLAYMENT REV. <br />02-11.19 1.03 UPDATED CONNECTION <br />CROSS-REFERENCE TABLE <br />10.09.19 1.04 UPDATE BAR LAP SPLICE <br />DET. A/S3 & J/S6 <br />VERSION NO. 1.04 / 10.09.19 <br />v <br />3 x ` <br />J � <br />YY <br />3F4r:fi: <br />tV <br />� <br />O <br />LLI <br />CID_ ,® <br />z O <br />:.i w U <br />O 3 <br />Lu401) <br />QN j,q <br />99 t <br />J"t > 0 <br />co <br />44 <br />W � 41- <br />w <br />Z <br />Q LLI � LLI <br />(, Ins �d <br />W 4RL ❑ <br />SHEET TITLE: <br />RETROFIT DETAILS & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390743 <br />DATE ISSUED: 05.14.20 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />ss <br />'O <br />O <br />O <br />1 <br />LO <br />