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DOORJAMB 1X4 1/2" DRYWALL DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 1 X 4 X 4 tj 3-1/4" LONG X 3/16"0 1 X 4 FURRING � " 3/16 � X 3 LONG TAPCONS FURRING �� 3/16 0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDLL1X8 2 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 31� DETAIL 1 x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOORJAMB 1 X 4 1/2" DRYWALL DOORJAMB EACH END W/MIN DOOR JAMB TAPCON ATTACHED PER ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL TYP ,) ♦♦♦♦''♦1♦ #5 REBAR (TYP,) ''♦♦`♦♦♦` K TYP. ♦'♦♦1 '♦ D. 90° HOOK (TYP.) (TYP.) Lil L . ♦''♦'',♦♦ +2" NOT75♦@ FIRST COURSE 2 COURSES♦♦♦'',♦♦`' ♦'♦1♦�♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H 2NBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION USP RT16M UPLIFT CAPACITY = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. AA = 2790 # FOR 2 STRAPS FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 'T 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 10d @TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS O @ BLOCK HEADER ARCH BLKG. & BUCK _ USP RT16M W/ (9) 10d x 1%" NAILS & AND 8 FACE NAILS 10d (4) %" x 1 4" TAPCONS TRUSS VERT. WEB METAL SEAT PLATE 1/2" DRYWALL HTWM16 W/ (8) 10d x 1%" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK Q 4 % "X 1%" WEDGE BOLTS 1 LAP SHEATHING TO A O a 4 IO BOTTOM F BAND 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN Q.S.B. ON THE =0 (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#] BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL () 2 x 8 BRACE/BLKG. '' ; `'<:;'; `::: 7/16 OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" - ARCH CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4 SDS 1/4x1 1/2" BUILT UP PLWD. BUCK A PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4) 1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG ; CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB N.T.S. INSTALL WDW. SCREW ANCHOR\_2( ) PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. of BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A DETOVIDE TAPCTHRONPER HDK OR MORE FX6SYP # CONT. (MATCH TRUSS WOOD FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" RETROFIT FOR MISSING EMBEDDED STRAP 1-1"� WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3)1/4" X 3 1/4" TAPCONS AT 16" O.C. T. WA / ARCH DETAIL i JACK TRUSS PROVIDED BY TRUSS TR S 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE .2)(0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + + Ry�A1C4FNGry TO TRUSS I OP CHORD FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + ' D ° ° D #5 BAR 2,-0„ 8" + BLOCKING AS 0 . D 10" ° D P 4 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + REQUIRED o ° CENTERED W/ USP RT3A p .. � 9� H IN TOP c 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 ° TRUSS TO SUPPORT + SOFFIT KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10PROVIDE 2x d 2X4 SYP PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) + + o CHAIR BLOCK NAILS AT EA. END EACH TRUSS MONO FOOTING SIZE AND REINF. PER PLAN ( — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JACK TRUSS PROVIDED BY AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" CONNECTOR ° LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 ', _I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL TO BE INSTALLED T-0" MAX SEE PLAN 000,SEE LINTEL DIRT BUILT UP PLWD. BUCK- SCHED. °.' STANDARD o SCRIBE NOTCH 7/16" OSB ARCH PANEL o 90' HOOK N (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4%z' WOOD JFILLED CELL- 8d NAILS 2x4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL -,- BTWN. OSB ARCH FACES W/ (4) 10d NAILS 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATI N INSTALL WDW, SCREW o 0 0 ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4-0 ) PER INSTALLATION DETAILS ARCH DETAIL K SECTION SHED ROOF L STEMWALL FOOTING SIZE AND B-B @ SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = 1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED PIPE TOP (2) #5's x 4'-0"UL FOR ADDITIONAL INSTRUCTION. °� PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PENETRATION PLUMBING LINE < ` _00 EXISTING BOND BEAM. FINI GRADE REINFORCING. PROVIDE LOWER MASONRY WALL. SEE PLAN FOR a d d d _ _ _ a q a a ° . • _ _ _ _ — — — — HOOKED DOWEL • ' _ —III—III=III=III=III III —III III=III=I =III=III=I UP COLN., =1 III 1=1 1=I 11=1 1=1 1=III III 1=1 1=1 1=1 1=I I= I=1 1= III —I 1=I III=III=I I r DRILL 3/4"X6" MIN, HOLE a . � I —III= �,. • =�I I=i � ,Iiiii_Hill— ==== SEE PLAN SET BAR IN EPDXY CAP TO PREVENT LEAKAGE HTT16 W/ (18) -16d NAILS TO W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° • • - I=III=1 1= =1 _ WHERE THIS CONDITION } #5X6 EMBEDDED INTO (1) #5 BARS CONT. THREAD ROD EPDXIED W/ EXISTING BOND BEAM SLEEVE THRU STEM OCCURS SEE FND. PLN. = 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE &REINF. ° a GRADE COVER 6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR f q° ' • ' ° •° EDGE DISTANCE SIZE &REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO ` '� � ° 4 . D (ALLOWABLE UPLIFT=2,249#) � 111 NON SHRINK GROUT. STEM FOUNDATION A PIPE VERTICAL THRU FND. 5 - TOP (2) #5's x 4-0 PVC OR SCH40 SLEEVE X6'EMBEDDEDINTO ° o _ ° — �- v z 2-#5X6' IN CONC. CENETERED @ PIPE GRADE — g EXISTING FOOTING FILLED CELL PENETRATION PLUMBING LINE REINF. SEE PLAN D D N o. DRILL 3/4"X6" MIN. HOLE �x M GRADE SET BAR IN EPDXY ;III III —III —I I a a s I I —III —III, �. I —III —III—' o ° = =_III— °� . CELL FILLED SOLID ° j I = d N • p w/(1) #5 VERT. REBAR SAW CUT • — (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) COVER EA. WAY A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY EXISTING FOOTING SLEEVE THRU FOOTING 1 SC ALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4"=,'-o" SCALE: 3/4"=1'-0" SCALE: N.T.S. ALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT UNAGGEF' I ABLE IN5 I ALL I IUN , PROPER INSTALLATION MAX. 8" � DO NOT DO THIS ��♦�`�� #5 REBAR x=em :yam 1 =. r. t< hii4"ii".... � g DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 o 0 N Z w O Ln U^ � 'CODo zCn Q Ln tun, J � z H}�ar� �Ua o z 17) W W� J 0 o U w W F_ W LU = W IL � a V) J 0 m uj Q 0 °° m 0 w U O Qz Z 0 cn CL V) Z) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THESTRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRIrTEN CONSENT FROM LENNAR CORPORATION. 02019 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP 01.09.19 1.02 ROOF UNDERLAYMENT REV. 02.11.19 1.03 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO 1,,.03 / 02.11.19 c 4 CIO O Lu m J Z J LL _O = U W O� >N 3_ h Q -q = CV Q N W w� _� }� W � } w* Z QLj =LLI -Lj W ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390442 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 00 O 00 LID mot'