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DOORJAMB 1X4 12" DRYWALL DOORJAIMB 1X4 F 1/2" DRYWALL DOORJAMB 1X4 1A F112" DRYWALL F P.T. ATTACHED PER ATTACHED PER ATTACHED PER DOOR MANUF. tf DOOR MANUF. DOOR MANU) ___l tt\ X4 X4 3-1/4" LONG X 3116"0 X4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING I TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1X8 P.T. r r, 0. C . STAGGERED @ 16" 0 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL 1 x4 P.T. & 1 x8 P.T. I x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" 4 T TAPCON @ 16" A P CO N '_ C FIR O.C. & 4" FROM 0 4 1 X4 P.T. — 3/16" x 3 - 1/2" DOOR JAMB 1X4 1/2" DRYWALL DOORJAMB EACH END W1 MIN DOORJAMB TAPCON ATTACHED PER F ATTACHED PER 2" EDGE DIST. ATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. I C. 1 Od @ 12" 0. C. 1X4 V2 FURRING 2X8 P.T. WITH 3116"0 X 3" " 2 r, T A'z ��r=r x P.T. AS REQ'D X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL UNAUULF'; AbLt IN,'j I ALL I IUN DO NOT DO THIS PROPER INSTALLATION MAX. 8" #5 REBAR (TYP) 01 0 P') HOOK (TYP.) 't s TD. 90 K (TYP.) 01- + TC-�T%4@ FIRST COURSE 0 2 COURSES L LED CELL PER FOUNDATION PLAN BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPEN INGSKqc"'�� FILLED CELL INSTALLATION SCALE: N.T.S. H� 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C. SCALE: N.T.S. 3/4" PLYWOOD DECKING GLUED �s AND NAILED W1 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION —ATTACHED WALL SHEATHING TO W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. A -A USP RT16M UPLIFT CAPACITY = 1395#FORlSTRAP 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 = 2790 # FOR 2 STRAPS FILL 1 st 4 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W1 FACE NAIL 2'-0" 8" 1 -PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS .7 AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W1 (9) 10d x 1Y2" NAILS & TRUSS VERT. WEB 4) Y4" x 1 Y4" TAPCONS METAL SEAT PLATE 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP NOTE: HTWM16 W/(8) 10dx 1Y2" NAILSAND —8d NAILS AT 8" O.C. AT BUCK LAP SHEATHING TO (4) Y4 " X 1 Y4" WEDGE BOLTS [(1) —LEAVE A CUT OUT IN O.S.B. ON THE BOTTOM OF BAND 2 x 8 45' DIAGONAL (4) 10d NAILS INTO STRAP 1225 #, (2) STRAPS 2450#1 BRACE(S) INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL 2 x 8 BRACE/ BLKG. ................... CONTACT ENGINEER OF RECORD FOR INTO \ BLKG N01 P 01 BE JOI, C OLE IN OS�113 FOR USI C LL I S BOND BEAM OR CAST UT HOLE IN O.S.B. FOR TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 �USP HG�AM10 C6 �12' O.C. w/4-SDS 1/41112" 7/16" OSB 1/2" E N AREA SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. SCRIBE (NOTCH) IN PLACE BEAM 7 FACE OF ARCH W1 (3) 1 Od NAILS WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 1 Old NAILS INTO 2 x 8 AT EA. END OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAIL N.T.S. INSTALL WDW. SCREW ANCHOR—f \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 11/2" RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4Y." WOOD WITHIN 6" MIN. OF START OF T OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY r�O_TE FFOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. . RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. 40 E�T. WAA / , I ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 7SI 2 X 4 #2 SYP SCAB TO SIDE OF SCALE: N.T.S. COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 .2r TRUSS AS SHOWN FOR O.H. UP TO 2'-6" T-O" MIN. W/ (3) 8d TOENAILS @ TOP & BOTTOM PLAN * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. � ��q 4 (2) 1 Old NAILS @ 8" O.C. OIL FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK + + TO TRUSS TOP CHORD SECTION CHORD TO LEDGER + + 4 PLYWOOD SHEATHING ROOF SHEATHING ATTACHED WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B EMBEDMENT INTO BLK.) PER NAILING SCHEDULE + /4" MAX 2'-0" 8" + #5 BAR + BLOCKING AS BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + REQUIRED $01 CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 USP RT3A + TO SUPPORT 9V H IN TOP 9 1 X 4 FURRING TRUSS + SOFFIT KNOCKOUT/ N + + CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od + NAILS AT EA. END PROVIDE 2x 2X4 SYP 16 a - - PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BY SIZE AND REINF. PER PLAN JACK TRUSS PROVIDED AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" TRUSS COMPANY OR 2x4 CONNECTOR z LEAVE A CUT OUT IN O.S.B. ON TH MIN. OF START OF #2 SYP @ 24" O.C. A CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH T-O" MAX SEE PLAN DIRT TO BE INSTALLED 00, z SEE LINTEL SCHED. z ffTANDAKRD C�l . > ga HOO 04 BUILT UP PLWD. BUCK 7116" OSB ARCH PANEL I - I SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH CENTER S6�FIT #5 BAR IN 7' TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 41/V WOOD FILLED CELL V 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. SEE ELEVATION — INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") PER INSTALLATION DETAILS 13-13 ARCH DETAIL SECTION @ SHED ROOF STEMWALL FOOTING SIZE AND SCALE: N.T.S. K SCALE: 3/4" V-0" (*T SECTION @ ROOF EXTENSION MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL � �s �' �s SCALE: 3/4" V-0" � �s SCALE: 3/4" = T-O" SECTION DETAILS A/C CHASE 4" PVC- NOTE: IF RETROFIT FILLED CELL CONDITIONS PLUMBING LINE SLEEVE THRU STEM 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 PENETRATION3 PENETRATION PLUMBING LINE MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. Ei I 11EI 1 Iff FINI�i GRADE REINFORCING. PROVIDE LOWER —A IEE m_ HOOKED DOWEL 131111 T UP COLN., SEE PLAN DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE W.W.M. AT PERIMETER HTT16W/(18)-16d NAILSTO CID STUDS & (1) - 5/8" DIA. ALL 1=1 I I WHERE THIS CONDITION #5X6'EMBEDDED INTO .. ... (1) #5 BARS CONT. THREAD ROD EPDXIED W/ OCCURS SLEEVE THRU STEM .A . : *A:' I I `�' SEE FND. PLN. Ll 2" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z 0 -011 -3/4" MIN. �2 FILL CELL FULL HEIGHT W/ SEE FND. PLN. EDGE DISTANCE w NON SHRINK GROUT. SIZE & REINF. GRADE COVER 61 12" EMBEDMENT & 1 SEE PLAN FOR F.F. . ;% is A'4 FOUNDATION INFO (ALLOWABLE UPLiFT=2,249#) U- SIZE& REIN PIPE PERPENDICULAR TO FND. 0 Lu A STEM FOUNDATION a. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'0" PVC OR SCH40 SLEEVE 5X6'EMBEDDED INTO ;2� CENETERED @ PIPE GRADE EXISTING FOOTING 2-#5X6'IN CONC. - REINF. SEE PLAN cli FILLED CELL PENETRATION PLUMBING LINE I> LO DRILL 3/4"X6" MIN. HOLE z GRADE SET BAR IN EPDXY 4 CELL FILLED SOLID Ell I _=1 C14 — w/(l) #5 VERT. REBAR 2� SAW CUT I> 4: s N (2) #5 REBAR. MIN. 3" SEE FND. PLN. (2) #5 REBAR L16" MIN. (1-STY) COVER EA. WAY EXISTING FOOTING rA SECTION SIZE & REINF. A/C CHASE 4" PVC -'120" MIN. (2-STY�' SLEEVE THRU FOOTING SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP SCALE: N.T.S. TYP. FND. PENETRATIONS MONO FOUNDATION SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" RETROFIT FILLED CELL DETAIL SCALE: N.T.S. I I I NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT SCALE: N.T.S. FILL SOLID BOTH CELLS #5 REBAR (TY STD. 90'HOO ±5 A NOTCH WEB AT THE FIRST DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Flo(ida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineedng.com CA 25948 CD CD z 0 Ln ur) z N F -: 'C 3, C.) En Lf,) LLI U_ V- z < 00 z V, w Z Lu uj C) %0 IL x Lu F— LU Lu IL 0 V) < CL Q Lu z Q 0 0 17— < U z Lu < z 00 z 0`1 00 v) 0 LO U (y) CL 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 = 4-0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 M014THS 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 ARETHE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBrrED. 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 01�09.19 1.02 ROOF UNDERLAYMENT REV. VERSION NO. 1.02 01.09.19 tA '-A j Lu Cn 2: w A Lu .. < 02 Lu >Z V) '� -12 =) �1 ad C14 LU 'D :D LL! < -F F- z % Lu SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: DATE ISSUED: 01.16.19 DRAWN BY: LF REVIEWED BY: TH ss