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„ DOORJAMB 1X4 1/2 DRYWALL DOORJAMB 1 X 4 1/2” DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDL11X8 2X8 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 3L� DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM iX4 P.T. 3/16" x 3 -1/2" DOOR JAMB 1X4 1/2" DRYWALL DOORJAMB EACH END W/ MIN DOORJAMB 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.) ♦�.j♦♦ ♦'♦TD. 90° HOOK (TYP.) '♦'♦'♦♦,♦� +2" :TIC ♦@ � � ST COURSE 2 COURSES ♦♦.♦�,♦�` ♦♦1♦♦♦♦♦♦♦ ♦♦♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH SCALE: N.T.S. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. SCALE: N.T.S. �+�+ SS 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. A -A FILL 1st4COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX = 2790 # FOR 2 STRAPS 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. BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS AND (_ USP RT16M W/ 9 10d x 1 2" NAILS & 8) FACE NAILS 10d () (4) %" x 1%" TAPCONS TRUSS VERT. WEB METAL SEAT PLATE 1/2" DRYWALL * - (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x %" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK LAP SHEATHING TO 1 3 - :; (4)/ X 1/ WEDGE BOLTS [(1) 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#1 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 PANEL 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 PLWD. BUCK 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" SCRIBEE (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 OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAI L INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN N.T.S. INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3l4" To 1 1/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-112" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%." WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 4' MAX. RAD. WALL USE (3)1/4" X 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. SS COMPANY OR 2x6 #2 SYP @ 24" O.C. SEE 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM ? t 0� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RygNO, (2)10d NAILS @ 8" O.C. FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + �NOTN TO TRUSS TOP CHORD WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BLK.) B-B PER NAILING SCHEDULE + + P . #5 BAR BLOCK HEADER 2 0 8 5 -12d NAILS + + BLOCKING AS �D. ° 10" D P D ° ° CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH ( ) 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 TO SUPPORT ° USP RT3A + REQUIRED so° � IN TOP c TRUSS + SOFFIT _ — P KNOCKOUT/ N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d 2X4 SYP D. NAILS AT EA. END PROVIDE 2x EACH TRUSS MONO FOOTING _ PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) -0 VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PN LAI — BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 °-� ° AND SECTION DETAILS -iz 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL t> TO BE INSTALLED 3'-W MAX SEE PLAN SEE LINTEL DIRT BUILT UP PLWD. BUCK- SCHED. °. ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN ° 90° HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4W WOOD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ III O.C. MAX. OR IF MASONRY PRECAST LINTEL " EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. SEE ELEVATION e - o - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 BAR H FACES a - FOR OVER HANG (MAX. 4'-0") o 0 0 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL SS K SECTION @SHED ROOF LSS SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL B-g STEMWALL FOOTING SIZE AND SCALE: N.T.S. SCALE: 3/4"=,'-o" MONO TO STEMWALL FOOTING SCALE: 3/4" =1 -0 SS SCALE: 3/4" = SECTION DETAILS 1'-0" A/C CHASE 4" PVC PLUMBING LINE SLEEVE THRU STEM NOTE; IF RETROFIT FILLED CELL CONDITIONS WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD TOP R D x 4' 0" TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE1. FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE PVC OR SCH40 SLEEVE CENETERED @ PIPE.= PENETRATION PLUMBING LINE PENETRATION '� ' �. � MASONRY WALL. SEE PLAN FOR d ° a a a —I 1 I=I 1 I=I I=I I I I =I I I FINI GRADE REINFORCING. PROVIDE LOWER /— EXISTING BOND BEAM. —�_—_ —_ — • ` =III—III—III=III=III III —III III=111-11—I I I=I I =III=III=I I —I I I=I I EI HOOKED DOWEL Ell III I UP COLN. III=III=I °=I I=III=III I=I=I I=I—I I --III= III=I—I I=III=I DRILL 3/4"X6" MIN. HOLE \ELSEE PLAN I —II , • =1 � I=1 ISET BAR IN EPDXY III=I I I=I=� HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE z • • II —III— — — — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL WHERE THIS CONDITION #5X6 EMBEDDED INTO (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM SEE FND. PLN. SLEEVE THRU STEM I I=I 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z SIZE &REINF. e GRADE COVER 6'-0" F.F. 12" EMBEDMENT & 1-3/4" MIN. Q FILL CELL FULL HEIGHT W/ SEE PLAN FOR A . • FOUNDATION INFO a . SEE FND. PLN. EDGE DISTANCE W NON SHRINK GROUT. SIZE & REINF. PIPE PERPENDICULAR TO FND. A x (ALLOWABLE UPLIFT=2,249#) W J STEM FOUNDATION 0 � A _ a 1 PIPE VERTICAL THRU FND. o� 1I— TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE 5X6' EMBEDDED INTO 2-#5X6' IN CONC. CENETERED @PIPE GRADE REINF. SEE PLAN D o — _ ¢ EXISTING FOOTING PENETRATION PLUMBING LINE N FILLED CELL DRILL 3/4"X6"MIN. HOLE M GRADE o p .. I �— SET BAR IN EPDXY,:r O =III=III=III=1I A ° a ° II=III=III == I I —III ° CELL FILLED SOLID — ° ° ° =III=I—I N P w/(1) #5 VERT. REBAR ;4" SAW CUT — I - • - (2) #5 REBAR. MIN. 3" SEE FND, PLN. COVER EA. WAY SIZE &REINF. � (2) #5 REBAR 16� MIN. (1-STY) EXISTING FOOTING A SECTION A/C CHASE 4 PVC 20 MIN. (2-S SLEEVE THRU FOOTING 1 SCALE: 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"=T-0" SCALE: 3/4"=T-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT ♦ UNAUIULI' I ABLL INS I ALL I IUN ♦♦♦♦ DO NOT DO THIS PROPER INSTALLATION ♦•`'� MAX. 8 . ♦♦♦♦ ��♦ FILL SOLID BOTH CELLS #5 REBAR STD. 90^ H00 L.. . L +5^ NOTCH WEB AT THE FIRST r r x'�� j•�35 • 5� pia DAN SCO 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 Up, Zp 00 � M Q(nMLP �WILL^ Z la—°}0- U Q 00 F- W W17— C) J 0 o L.0 U W W W Lu = w Lu to = O � J Q 1 m V W Q 0 O0 m W O Z � Z 00 0 v) � 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 THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©M19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERLY 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 ® 0 ci. Q � O Lu on J z 0 Lu U W ZD Q N = N N 04 W w� _'o >� W Z)<* �* w0 Z :2 N LLI = LLI LLl 5 v>n: ❑ W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390445 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss T D L n