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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"� 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 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2F' DETAIL MASONRY THROUGH FF 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" " 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 • UNAGGLF I AbLt INSTALLTIUN PROPER INSTALLATION MAX8" •♦, DO NOT DO THIS �.•`'� ♦� �. (TYP.) '•♦♦♦'•1♦♦ #5 REBAR (TYP,) ��` K (TYP.) ♦'•♦♦'•i1 ''• STD. 90"HOOK (TYP.) Voss's **##4 ''''''••.• t2" NOTC %� @ FIRST COURSE 2 COURSES .�` 1♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN H BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION 2"xBOT.PLATE W/(2)10d@6"o.C. SCALE: N.T.S. SS SCALE: N.T.S. SS 314" 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 am SECTION LISP 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 = 2790 # FOR 2 STRAPS FILL 1St4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL 1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 3114" TAPCONS USP RT16M W/ 9 10d x 1Y2" NAILS & AND (8) FACE NAILS 10d @ () TRUSS VERT. WEB (4) 4" x 1 4" TAPCONS METAL SEAT PLATE 1/2" DRYWALL * >< l (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8) 10d x 1Y" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK LAP SHEATHING TO 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) " X 14"WEDGE BOLTS [(1) ;:-, :?'..,- BOTTOM OF BAND (4) 10d NAILS 7nA ::.., STRAP -1225 # , (2) STRAPS 2450#] JOIST TYPICAL BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED 'i ` r FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HB. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" POLY CELLS 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)INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a< 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 INTO ARCH BLKG. PER 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A DETAILS PROVIDE THRON PER THK OR MORE BUCK IF SYP #2 CONT. ONT.USED(MATCH (3) TRUSS DEPTH WOOD RETROFIT FOR MISSING EMBEDDED STRAP „ � FOR OVERHANGS BETWEEN 3!4" T01 1/2" WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY T. WA /I 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 i 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. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ?k OV * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RNgNr, (2)10d NAILS @ 8" O.C. FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + FNGTj� TO TRUSS TOP CHORD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BILK.) B-B PER NAILING SCHEDULE + + BAR BLOCK HEADER — 2'-0" 8" 5 -12d NAILS + + BLOCKING AS °D. ° 140" P P 6 ° T____#5 SOLID BLKG. AT TOP BTWN. ARCH () + REQUIRED CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT ° ° °D IN TOP TRUSS + SOFFIT III° KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK + + —� — _ :; CHAIR BLOCK 2 x 8 VERT. W/ (2)1Old _ PROVIDE 2x 2X4 SYP NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING .° D o .. . , ° 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" 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 z TO BE INSTALLED 3'-0" MAX SEE PLAN SEE LINTEL DIRT 2 BUILT UP PLWD. BUCK - SCHED. %. STANDARD = 7/16" OSB ARCH PANEL ° 91T HOOK N SCRIBE (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%2" WOOD FILLED CELL, , - , - , - , - , , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" MAX. OR IF MASONRY PRECAST LINTEL O.C. EQUAL EQUAL 4' MAX. RAD. „ " " t � n _ � e o , � •n , Y , � s, o , � ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS 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') 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" = V-0" SS SCALE: 3/4" = V-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 PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE—•:%�-==- =fir-- EXISTING BOND BEAM. PENETRATION PLUMBING LINE LPENETRATION *— —_ — — — MASONRY WALL. SEE PLAN FOR d ° ° d Q III=III=III=III=III III=III — FINI GRADE — REINFORCING. PROVIDE LOWER =I I IEI I IEI I —I 11= I I=1 1= • a a ° °.. • °. d ° I HOOKED DOWEL .. —III—III—II I—III=1 I I I=1 I I I=1 11=1 I =1 11=1 11=_I UP COLN. =1 I I I=1 I=III =.°. 1=1 I=1 I III III=I 1 1=1 I IEI I I=1 I I= I I=I I-= I I —I I=I I I I=I I I=I DRILL 314"x6"MIN. HOLE _ SEE PLAN — 1=III I C I=I � I III—III=I I =III=III= SET BAR IN EPDXY —I I= • —I I=� I =III= I IEI =� CAP TO PREVENT LEAKAGE z T— W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO c° ° • -'I �I II I II=1=1 11= -� I - WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO — — r � - (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ E:�J SLEEVE THRU STEM OEXISTING BOND BEAM SEE FND. PLN. , 12 BELOW TOP WITH MIN. 3 SIMPSON SET-XP EPDXY MIN. SIZE & REINF. GRADE COVER V-0" 12" EMBEDMENT & 1-3/4" MIN. On SEE PLAN FOR '' • . F.F. ¢ FILL CELL FULL HEIGHT W/ SEE FND. PLN. d • .' ;'a..•• EDGE DISTANCE w NON SHRINK GROUT. SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO , x ° w STEM FOUNDATION (ALLOWABLE UPLIFT=2,249#) p c� I a A Ito PIPE VERTICAL THRU FND. ° _ =__—_ Q a- 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° ° ° • � ; — � z 5X6'EMBEDDEDINTO CENETERED @ PIPE GRADE — 3 g EXISTING FOOTING 2-#5X6 IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN ° ® 9 N FILLED CELL DRILL 6HOLE GRADE SET BAR IN ,.•: Irai;;: O -III-III—III—I ° I —III —III I —III —III' ° ° I _ _ . CELL FILLED SOLID I I� I I, a °. I III- 1I II 111- ° ° III=� I ° w/(1) #5 VERT. REBAR ;4" SAW CUT SEE FND. PLN. (2) #5 REBAR. MIN. 3" (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 '[ 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"=,'-o° SCALE: 3/4"=1'-0" 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" H00 1. 1 V.11L FIX t5^ 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.danscoengineefing.com CA 25948 o N w z� 0 Z o M^ d � J Lm LL FQ-�ae%z' Z w z �o n U X F- C/) LU W Lu � w Lu Lc to = O � V J Q Ina be Z Q 0 m Z w O Z Z 000 cn 0 (y) CL cn 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 = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. CM19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRrITEN CONSENT FROM LENNAR CORPORATION. 4M19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE 13 PROHMM. 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 19 103 UPDATED CONNECTION CROSS-REFERENCE TABLE VERSION NO.-1..03 / 02.11.19 r , G1 N a <LLJ C) c Z J w O = U N V' � ?N �' Q N ]z — zw W wM =10 >-00 Lu } LLu Z Q Lu = L4 N Ld W ❑ p(J ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390441 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH �� 0 00 0000 LO V_