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DOORJAMB 1X4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL DOOR JAMB 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 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGEREDNX8 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 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 -1/211 DOORJAMB 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 TYP,) ♦•♦♦♦••♦♦ #5 REBAR (TYP,) ♦♦'♦♦♦♦♦ ♦♦•♦♦♦♦♦ ♦♦♦♦♦♦♦,♦ K (TYP.) ♦♦•j•♦1 ♦.♦♦TD. 90° HOOK (TYP.) 14, ♦♦'♦♦♦♦,♦♦ +2L NOTC ♦ CFI ST COURSE 2 COURSE'♦♦♦♦♦,♦♦♦ 1♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC 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 mm. 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 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" = 2790 #FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL n 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. AND 8 FACE NAILS 10d @ 1/4" x 31/4" TAPCONS ARCH BLKG. &BUCK USP RT16M W/ (9) 10d x 1%" NAILS & TRUSS VERT. WEB BLOCK HEADER = (4)%"x1%"TAPCONS METAL SEAT PLATE 1/2DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (8)1Old x 1 2" NAILS AND NOTE: 8d NAILS AT 8 O.C. AT BUCK 4 % " X 1%" WEDGE BOLTS 1 LAP SHEATHING TO n () 4 4 �( ) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND 4 10d NAILS INTO STRAP 2 T 24 # () 1225 # , () STRAPS 50 ] BRACE(S) INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL 2 x 8 BRACE/ BLKG. 7116" OSB TO BE INSTALLED - FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR ` `;>.:r.=•; CONTACT ENGINEER OF RECORD FOR �USPGAM10 @ �12-.C. w/4-SDS 1/41 1/2" POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. ' ' BOND BEAM OR CAST FURTHER INSTRUCTIONS. 4"x1-3/4" SCRIBE (NOTCH) IN PLACE BEAM SCREWS INTO BAND JOIST & (4)1/ BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS _ WEDGE BOLTS INTO K.O. BLOCK (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL QVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 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 PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH FOR OVERHANGS BETWEEN 3/4" T011/z° 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 (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 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 / ?X OV * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN / + + RH�NG�FNCT TO TRUSS (2) 10d NAILS P CHORD FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + H WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + D ° ° D #5 BAR BLOCK HEADER 2' 0 8 5 -12d NAILS + BLOCKING AS ° D. ° 1.0" �° D ° SOLID BLKG. AT TOP BTWN. ARCH () + CENTERED W/ rop 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A + REQUIRED TRUSS + TO SUPPORT °p s� H K p KNOCKOUT / N + + SOFFIT — Q ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d / + 2X4 SYP s PROVIDE 2x PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE (2) MIN. COOT. x EACH TRUSS MONO FOOTING _ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS r - SIZE AND REINF. PER PLAN ° BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY ,, AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 CONNECTOR 2 x 8 VERT. BRACE42 SYP @ 24" O.C. CLEAN FILLS) INSIDE TO ALLOW FOR INSULATION ARCH DIRT TO BE INSTALLED 3' 0" MAX SEE PLAN / SEE LINTEL D g BUILT UP PLWD. BUCK - / SCHED. °.' ° STANDARD O SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL -- --- o D 90' HOOK N 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. EE ELEVATI N - ' - - INSTALL WDW, SCREW FF� THRU OSB INTO 2 x 8 (MAX.") ,. o ,. v o - ,. o v ,. l ANCHOR INTO ARCH BLKG. FOR OVER HANG 4 -0 STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ SHED ROOF L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = T-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 WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD TOP (2) #5's x 4' 0" TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE FOR ADDITIONAL INSTRUCTION. CENETERED @ PIPE PVC OR SCH40 SLEEVE CENETERED @ PIPE =-�-== PENETRATION PENETRATION PLUMBING LINE _ — — _ — ' — ao EXISTING BOND BEAM. III= � =III= � =III III= � I FINI GRADE MASONRY WALL. SEE PLAN FOR _ _ _ _ _ _ REINFORCING. PROVIDE LOWER 4 .e • ° • a =1—I I —I I=1—I I —III I=III-1 =1 1=III=1 HOOKED DOWEL UP COLIC, „ I 1=III=1 =III —I a a : =1 it I ,III III 1=III=III=III—I — —I 1= III —I =1 I III=III=1 SEE PLAN DRILL 3/4 x6 MIN. HOLE =1—nii = _ ==III III=III III —III —I I =III=III= SET BAR IN EPDXY —I HTT16 W/ (18) -16d NAILS TO— —III- '' — i CAP TO PREVENT LEAKAGE — _ W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° =III —III —III —III— III = — WHERE THIS CONDITION #5X6' EMBEDDED INTO - (1) #5 BARS CONT. THREAD ROD EPDXIED W/ SLEEVE THRU STEM OCCURS °C EXISTING BOND BEAM SEE FND. PLN. -1 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z0 SIZE & REINF. GRADE COVER 6'-0" F F 12" EMBEDMENT & 1-3/4" MIN. Q FILL CELL FULL HEIGHT W/ SEE FND. PLN. SEE PLAN FOR a° . a . A SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO ' 4' (ALLOWABLE DUPLIFDTS2249#) p c� ,� w NON SHRINK GROUT. STEM FOUNDATION ° 0 U A PIPE VERTICAL THRU FND. D D — I= — u- TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE I v Z EXISTING FOOT NIGTO 2 #5X6' IN CONC. GRADE D PENETRATION PLUMBING LINE REINF. SEE PLAN D I>Cn N FILLED CELL DRILL 3/4"X6" MIN. HOLE a ° a° a a n M GRADE ° SET BAR IN EPDXY =y CELL FILLED SOLID III° III 1 W(1) #5 VERT. REBAR I I I \ ;4SAW CUT SEE FND. PLN. ' �� (COVER EA. WAY N. 3 SIZE REINF. (2) #5 REBAR 16 MIN. (1-STY) A SECTION & R EXISTING FOOTING A/C CHASE 4 PVC 20 MIN. (2-S SCALE: N.T.S. SLEEVE THRU FOOTING j 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 ♦ UNA(;L;L ' I ABLE INS I ALL I IUN , PR PER IN TALLATI N '•. DO NOT DO THIS ♦♦` 0 S 0 MAX. $ ♦•• ♦,� FILL SOLID BOTH CELLS #5 REBAR STD. 90" H00 +5A NOTCH WEB AT THE FIRST L k 3sR�z7.A..#hQ�P+?4 4 a"h�b ltYxa} O ,x ....::..:.s:= :.« DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineedng.com CA 25948 i O 0 N z w O� a z Ln In ON �V- aWLL^ z U Q 00 H H W wC) J O o ko d- U w (� Q = W W C CC J OCL (/� d W Z Q Q 0 p Q F— Q zw01) Q Z CIO Z v) OU M IL.. 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 =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE fT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. Qc 2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02018 -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 12 19 17 _ 1.00 6TH ED. (2017) FBC UPDATES UPDATED CONNECTION 06.08.18 1.01 CROSS-REFERENCE TABLE AND STAIR STRAP VERSION NO. 1.01 / 06.08.18 " ; 4 LL CAS -'� a J, ° +" 4 eee w co Z 02 cam= W (D >_ tn Q N N W w 2501 Z Q LLi = Lu 1n( CL W ❑� SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 381319 DATE ISSUED: 10.09.18 DRAWN BY: LF REVIEWED BY: TH ss 0 O i i Iq LO