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DOORJAMB 1X4 1/2" DRYWALL DOORJAMBIg 1/2" DRYWALL DOORJAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED P DOOR MANUF. DOOR MANUF. DOOR MANU 1 X 4 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED �� 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO .T. STAGGERED @ 16 O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 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 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB " 1 X 4 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 •••• UNACCEPTABLE INSTALLTION 0 PROPER INSTALLATION MAX. 8" •., DO NOT DO THIS �••` (TYP,) •••••••j•• #5 REBAR (TYP,) ♦♦♦♦♦♦�,♦♦ sss K (TYP.) •••••••• TD. 90' HOOK (TYP.) irF - 77 E 71L 7 L: ♦♦''♦♦♦,♦♦ t2" NOTC)•@ FIRST COURSE 2 COURSE'♦♦'♦♦,♦♦` ••1••••••• FILLED CELL PER FOUNDATION PLAN BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �qc FILLED CELL INSTALLATION rH 2"xBOT.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 31/4" 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 R 2'-0' 8 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4AN " x 31/4" TAPCONS (TOP & BTTIL CHORD, • . AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. &BUCK _ ; . USP RT16M W/ (9)10d x 1 Z" NAILS & TRUSS VERT. WEB "a•. (4) %" x 13/" TAPCONS 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 41-"" A LEAVE A CUT OUT IN O.S.B. ON THE '' ` (4) % " X 1Y4" WEDGE BOLTS [(1) LAP SHEATHING TO 2 x 8 45 DIAGONAL (4) 1Od NAILS INTO _ :`.:';<:;^;='' BOTTOM OF BAND BRACE(S) INSIDE TO ALLOW FOR INSULATION ' ::.. ". STRAP =1225 # , (2) STRAPS 2450#) 2 x 8 BRACE/ BLKG. ' "= `-• ' ` ` "'" �' JOIST TYPICAL TO BE INSTALLED 7/16" OSB - FOR OVERHANGS BETWEEN OVER 110 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST CONTACT ENGINEER FURTHER NSTRUCTDFOR IONS. USP HGAM10 @ 12" O.C. wl4�DS 1/4x1 1/2" SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM SCREWS INTO BAND JOIST 8 (4)1/4"x1-3/4" FACE OF ARCH W/ (3) 10d NAILS WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANGLf CONNECT W/ 8d NAILS BRACE/ BLKG.=-A INSTALL WDW. SCREW ANCHO2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 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 3/4" T01 1/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4Y2" WOOD WITHIN 6" MIN. OF START OF ARC T START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WA / 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 31/4" TAPCONS AT 16" O.C. TR S ARCH DETAIL 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" 6-0"MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM (� ?X 0� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN I + + RyA�O �FNQT TO TRUSS TOP CHORD FINISH FLOOR 2 x 8 BUCK CONNECT TO BLOCK SECTION H WITH 1/4" x 3114" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING " EMBEDMENT INTO ELK.) B B PER NAILING SCHEDULE + + ' D ° BLOCK HEADER /4 MAX 2'-0" 8" 5 -12d NAILS + BLOCKING AS DD D 1�" a° . D p o ° ° #5 BAR + CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH () + REQUIRED BLKG. & BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT D ° IN TOP 4 1 X 4 FURRING TRUSS + D SOFFIT KNOCKOUT / N _ 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d 2X4 SYP + CHAIR BLOCK + -IV_LPTI o°PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE 2xEACH TRUSS MONO FOOTI PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN I — 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" TRUSS COMPANY OR 2x4 CONNECTOR LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF ,' -I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. CLEAN FILL TO BE INSTALLED 3'-0" MAX SEE PLAN 00,SEE LINTEL DIRT P BUILT UP PLWD. BUCK- SCHED. .°. STANDARD " 7/16" OSB ARCH PANEL D 9(T HOOK N SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #12 X 4Y2" WOOD FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL 4' MAX. RAD. INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/4" TAPCONS AT 16" O.C. ° ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") •' s' ' ° � °' ° ° ^' °' ° ° ^' °' ° PER INSTALLATION DETAILS B-B SECTION SHED ROOF L STEMWALL FOOTING SIZE AND ARCH DETAIL K @ SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWAL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-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 OREXCEED (3) PER PROJECT, AD ADDITIONAL INSTRUCTION.TACT ENGINEER OF RECORD CENETERED @PIPE TOP (2) #5's x 4'-0" •• PVC OR SCH40 SLEEVE CENETERED @PIPE-==-—•�r--- PENETRATION PENETRATION PLUMBING LINE •_ — — — — 00 — = =1 I I=1 = I III=) 1 FINI GRADE MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. a REINFORCING. PROVIDE LOWER d ° 4 � I=1 � I=1 � I=1 � I=1 � 1= I I —III— .� -- —-- a HOOKED DOWEL ... —III—III—III—III—III I I I=1 I I I I=1 I I=1 I =1 11=1 11=1 UP COLN. =1 I I-111-1 11=I 11=1 I-1 I I=1 1=1 I I=1 I I I=I 1=1 1=1 1-1 I— 1=1 I= I I I=1 1=1—I 1=1 r DRILL 3/4"X6" MIN. HOLE ' — — I=1 I III=III III —III —I I —I I FEIII= SEE PLAN SET BAR IN EPDXY I I I� —I I_I =111=III=1 I I �I CAP TO PREVENT LEAKAGE _ W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO z • • ;III=III=— _ STUDS & (1) - 5/8" DIA. ALL _ WHERE THIS CONDITION SLEEVE THRU STEM (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ fr E X6 EMBEDDED INTO SEE FND. PLN. I I=I —12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z EXISTING BOND BEAM SIZE &REINF. GRADE COVER 6'-0" 12" EMBEDMENT & 1-3/4" MIN. SEE FND. PLN. SEE PLAN FOR F.F. FILL CELL FULL HEIGHT W/ � a � • •' ' �• EDGE DISTANCE SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO 0 w NON SHRINK GROUT. STEM FOUNDATION X D (ALLOWABLE UPLIFT=2,24s#> W � A n U CO PIPE VERTICAL THRU FND. D D — — - g " — I I —III^ XIS'EMBEDDED INTO TOP (2) #5 s x 4 -0 PVC OR SCH40 SLEEVE ° = I I v z CENETERED @ PIPE GRADE 2-#5X6' IN CONC. � P '. — g EXISTING FOOTING PENETRATION PLUMBING LINE REINF. SEE PLAN o D N FILLED CELL DRILL 3/4"X6" MIN. HOLE O Q4 M GRADE D I I—T SET BAR IN EPDXY ;III II—III—� ° a a I —III —III ° —1=III—III D -III—III—I ° IIIIIII111=' I —III —III D _ _ ° _ _ °� . CELL FILLED SOLID ° ° I 111= IIII III: ° III=1 i•, I D W/(1) #5 VERT. REBAR SAW CUT ICI I— — III SEE FND. PLN. " (COVER EA. WAYIN. 3" (2) #5 REBAR 6 MIN. 1-S A SECTION SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-S EXISTING FOOTING SLEEVE THRU FOOTING � SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP TYP. FND. PENETRATIONS SCALE: 3/4"= V-0" SCALE: 3l4"=1'-0" RETROFIT FILLED CELL DETAIL SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT FILL SOLID BOTH CELLS #5 REBAR STD. 90^ HOD ±5^ NOTCH WEB AT THE FIRST DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 o N a° z Oo z M t1 Ln a Ej,^ Z ~Z LP <LP W Lu J J O � U a: v) w uj W Lu = Cie Lu :2 cn = O � � J Q I m Q 0 °° m 0 w Z H Z N 0 cn � 0 12 V) TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vosd = 108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE R IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWMGONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. OW19 - THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHMTED. 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. 1` 03 / 0 .Tt 19 44. .01�-4e.a.e�ea'��, v- 0 C'V In 0 w a Q w Co _J 0 z w = U W C� > Lu04 w� =,a �Do W 7* }* w* Z Q LLI = LLI N LLI 0 W ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390"0 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 0 00