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DOORJAMB 1X4 1/2" DRYWALL DOORJAMBIg 1 X 4 1/2" DRYWALL DOOR JAMB ATTACHED PER 1 X 4 1/2" DRYWALL ATTACHED PER P.T. ATTACHED P DOOR MANUF. DOOR MANUF. DOOR MANU 1X4 1 X4 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".T. TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. STAGGERED INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 311 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" DOORJAMB 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 UNAUL;tF' I At5Lt INS I ALL I IUN MAX.8„ �''�♦, DO NOT DO THIS♦•`'�� PROPER INSTALLATION '♦♦♦ #5 REBAR (TYP,) ♦♦♦` TYP ♦♦'♦ ♦`♦♦ K (TYP.) ♦'♦1,.♦♦ ♦♦♦♦♦ `ITD. 90° HOOK (TYP.) '♦i O! ♦♦♦♦♦♦♦♦♦♦ +2„ NOTC 1"w♦@ FIRST COURSE 2 COURSE:♦♦♦♦♦♦♦♦♦ 1,♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H 2'ytBOT.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 A -A FILL 1st 4 COURSES ROWS STAGGERED W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 2790 # FOR 2 STRAPS EMBEDMENT INTO BLK.) 1/4" MAX 10d @ TOP & BTTM CHORD, SOLIDw/GROUT 2x BAND JOIST W/ FACE NAIL 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS AND (8) FACE NAILS 10d @ 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (9) 10d x 1%" NAILS & TRUSS VERT. WEB (4) %" x 1%" TAPCONS METAL SEAT PLATE (IF TRUSS IS 2 PLY INSTALL USP 1/2" DRYWALL HTWM16 W/ (8) 10d x NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK (4 % "X 1%" WEDGE BOLTS [(1) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO LAP SHEATHING TO ) LEAVE A CUT OUT IN O.S.B. ON THE BOTTOM OF BAND _ STRAP =1225 # , (2) STRAPS 2450#] JOIST TYPICAL BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" U T UP 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" 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 14. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR\-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 PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4"TO 1 t/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'Y2" WOOD WITHIN 6" MIN. OF START OF ARC 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 .J 2 X 4 #2 SYP SCAB TO SIDE OF JACK TRUSS PROVIDED BY TRUSS SS SCALE: N.T.S. O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 6-0"" MIN. COMPANY OR 2x6 #2 SYP @ 24" W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ?x 0 *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. V R CHORD TO LEDGER PLAN + + H�NG�FNQTh, (TO TRUSS 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 BLOCK HEADER 5 -12d NAILS D ° SOLID BLKG. AT TOP BTWN. ARCH 2 0 8" () + REQUIRED D a + + 1'0 ° CENTERED W/ BLKG. &BUCK USP RT3A o .. 90` H IN TOP 1 X4 FURRING 2X6 TO 2X4 TO SUPPORT TRUSS + SOFFIT — o KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d + + —� _ _ o ° CHAIR BLOCK () 2X4 SYP .. s —_ PROVIDE 2x � NAILS AT EA. END EACH TRUSS MONSIZE AND RE NFOPEROTING —11 PLAN — PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) •D ° � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY CONNECTOR III, LAND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. CLEAN FILL I J> ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH DIRT 6 z TO BE INSTALLED T-0" MAX SEE PLAN SEE LINTEL g BUILT UP PLWD. BUCK- SCHED. .°. ° STANDARD o 7/16" OSB ARCH PANEL %> 90' 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%." WOOD FILLED CELL 8d NAILS START OF ARC 4'MAXRAID. PRECAST LINTEL - o o -, o 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SEE ELEVATION - ' o o , , - BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL . . SCREWS @ 16O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. INSTALL WDW, SCREW -----'-' CREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4-0„) ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ SHED ROOF L 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 NOTE: IF RETROFIT FILLED CELL CONDITIONS PLUMBING LINE SLEEVE THRU STEM ( ) 3 PER PROJECT, CONTACT ENGINEER OF RECORD TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE WALL EXCEED CENETERED @PIPE PVC OR SCH40 SLEEVE CENETERED (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. @PIPE '—.:��-�€==-�- = x�--� ' EXISTING BOND BEAM. PENETRATION PLUMBING LINE - PENETRATION �—' � MASONRY WALL. SEE PLAN FOR a d d a I = {=I =1 = I I= FINI GRADE _ REINFORCING. PROVIDE LOWER I I —I I I —I I I —I I I —I I I-1191 a Q I HOOKED DOWEL DRILL 3/4"X6" MIN. HOLE •. =III —III —I 11=1 I I=I 11 I I —I I I I I ML11=I =I 11=I11=1 UP coLN.III—- II—I —III=III= SEE PLAN SET BAR IN EPDXY I I=I i 1- W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE — I z • • ;III=III _ WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6 EMBEDDED INTO 1 #5 BARS CONT. THREAD ROD EPDXIED W/ SEE FND. PLN. SLEEVE THRU STEM a — KI 12 BELOW TOP WITH MIN. 3 OCCURS SIMPSON 'SET-XP' EPDXY MIN. o EXISTING BOND BEAM =i „ Z SIZE & REINF. GRADE COVER N6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT W/ SEE PLAN FOR °+ A . • . e *. ° EDGE DISTANCE SEE FND. PLN. . 4 < a, SIZE &REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO D LL J NON SHRINK GROUT. STEM FOUNDATION (ALLOWABLE UPLIFT=2,249#) U ° � a A PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE EXISTING FOOTING 2-#5X6' IN CONC. CENETERED @PIPE GRADE REINF. SEE PLAN - ¢ - FILLED CELL PENETRATION PLUMBING LINE > ' D Fn N g DRILL 3/4"X6" MIN. HOLE a a ° I,/ d°. d d° d _ °. � ��, GRADE 4 ° I SET BAR IN EPDXY ' III III —III —II a a II —III —III I —III —III D ° -I III I — —III=_III- =III —III-'' CELL FILLED SOLID N ? p . ' w/(1) #5 VERT. REBAR =I T 2 — 0 SAW CUT a 'I • _ ° D ° (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR 16" MIN. (1-STY) COVER EA. WAY A SECTION SIZE & REINF. 01 A/C CHASE 4" PVC 20" MIN. (2-S EXISTING FOOTING 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" =1'-0" 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 +5A NOTCH WEB AT THE FIRST :M F; .. irk :..:...:.:.:.. t. DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoenginee6ng.com CA 25948 !t o CD N Z Lu O U z F-: 'COD cc:,) 'n M^ Q � � J LIL W ILL n Z HaaLp M Q o zv~)►- W W� J O o U L W W Lu w 2 w °- v~) C/ _I Q m V) Lu Q O °° m U O z Lu Z r- HZ 0 to (y) U 0- V) 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 =t0.18) 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. 02019 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 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_ EFFRFNCETABLE VERSION NQ 1 03 / 02 1 "t?, f' cl�j C -. w O DO NZ J Z �1 Lu ' = U W U' 3 QN 2N FD vJj t W wM ='00 }� W � w * Z Q N W = W f W Lu ❑ ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 390443 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH Sis