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DOOR JAMBATTACHED DOOR JAMB 1 X 4 1/2" DRYWALL DOORJAMB 1 X 4 1/2" DRYWALL PER ATTACHED PER PERATTACHED DOOR MANUF. DOOR MANUF. t1A4j11/_"DRYWALL DOOR MANUF. 1 X 4 X 4 tl 3-1/4" LONG X 3/16"0� 1 X 4 FURRING 3/16"4+ 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 /211 DETAIL MASONRY THROUGH 31t 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 r Er:r 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ,) P') ♦O♦♦♦♦1♦♦ #5 REBAR (TYP)''''''�••` ow K (TYP.) ♦�♦♦♦♦♦i1 '� �D. 90° HOOK (TYP.) If FJO/3:741 '''''�••`• t2" :TCFT4%i @ FIRST COURSE FILLED CELL PER FOUNDATION PLAN BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION rH SCALE: N.T.S. SS SCALE: N.T.S. SS 3/4" PLYWOOD DECKING GLUED O.C. AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2x8 P.T. BUCK -CONNECT TO BLOCK no SECTION ATTACHED WALL SHEATHING TO USP RT16M UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1395 # FOR 1 STRAP 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2= 2790 # FOR 2 STRAPS FILL 1st COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL R 1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9)10d x 1Y" NAILS & TRUSS VERT. WEB (4) Y4" x *4" TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP METAL SEAT PLATE 8d NAILS AT 8" O.C. AT BUCK HTWM16 W/�(8)10d x 1Y2" NAILS AND NOTE: 1 3 LAP SHEATHING TO 2 x 8 45 DIAGONAL (4)10d NAILS 7nA LEAVE A CUT OUT IN O.S.B. ON THE (4)Y4 X 1 4 WEDGE BOLTS [(1) BOTTOM OF BAND :.:" STRAP = 1225 # , (2) STRAPS 2450#) JOIST TYPICAL BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED "" 7/16" OSB FOR OVERHANGS BETWEEN OVER 1 1/2" CUT H.B. FOR BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR �USPGAM10�12'.C. w/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK ARCH PANEL 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRucTIONs. @ POLYIS AREA SCREWS INTO BAND JOIST & (4)1/4 -3/4 SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS IN PLACE BEAM _j WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4)INTO 2 x 8 AT EA. END OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. RETROFIT TRUSS DETAIL INSTALL WDW. SCREW ANCHOR-1' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION a" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH RETROFIT WALL OVERHANG DETAIL (NTS) RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'/i' WOOD FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY 7. 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 3 1/4" 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. QS—,) COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1'-0" 5'-0" MIN. SEE 2x 0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. W/ (3) 8d TOENAILS @ TOP & BOTTOM V 2 x BUCK - CONNECT T BLOCK CHORD TO LEDGER PLAN + + RhANG �FNGTN TO TRUSS I TOLS P CHORD FINISH FLOOR 8 C C EC 0 OC WITH 1/4" x 31/4" TAPCON (1 1/4- MIN. SECTION ROOF SHEATHING ATTACHED + + PLYWOOD SHEATHING ° /4" MAX EMBEDMENT INTO BLK.) " B-B PER NAILING SCHEDULE + + #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 (5) -12d NAILS + + REQUIIREDING AS DD v 1a" ° o P o ° ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A TO SUPPORT ° ° °D IN TOP 9 TRUSS + SOFFIT o tg KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK + �qil CHAIR BLOCK 2 x 8 VERT. W/ (2)10dNAILS AT EA. END PROVIDE 2x 2X4 SYP =p. . .D .Q C °. PROVIDE T MIN. EACH TRUSS MONO FOOTING SIZE AND REINF. PER PLAN 1 — PROVIDE 2 x 8 DIAG. BRACE BF CONT. IL (3) JACK TRUSS PROVIDED BY AND SECTION DETAILS -I VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS - BUCK - 1 WITHIN 4° TRUSS COMPANY OR 2x4 ' BRACE EXCEEDS 24" () 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 ° V. TO BE INSTALLED 3'-0" MAX SEE PLAN SEE LINTEL DIRT Z SCHED. STANDARD " BUILT UP PLWD. BUCK - 7I16" OSB ARCH PANEL o ° 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%2" 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 31/4" TAPCONS AT 16" O.C. - ° I ° ° THRU OSB INTO 2 x 8 FOR OVER HANG MAX. 4'-0") ° INSTALL WDW, SCREW 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 SS SS SCALE: 3/4"-1 0 SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: N.T.S. SCALE: 3/4" =1'-0" _ � �� 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 WALLF EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD CENETERED PIPE TOP (2) #5's x 4'-0" FOR ADDITIONAL INSTRUCTION. @ PVC OR SCH40 SLEEVE CENETERED @ PIPE ;F`-�E==-•=ate,- PENETRATION PLUMBING LINE PENETRATION *—_ ' — — — — — EXISTING BOND BEAM. III=I � I= � = � = � I � I= � FINI GRADE MASONRY WALL. SEE PLAN FOR ° ° ° ° ° L=III—I 9 I —I I—=— _ _ REINFORCING. PROVIDE LOWER �--:.— ° • . • ° —III=1 I I —I I I —III —III I I —III III=III=1 I =III=III=1 HOOKED DOWEL UP COLN. —III III=1 I=I I=� 4 �=III=I I -III -III I=I I=I=I I=I I I==III= III=I=I I=III=I DRILL 3/4"X6"MIN. HOLE III -III III —III —I I —III=III= SEE PLAN SET BAR IN EPDXY HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE Q0Z • ° . • ;III=III — W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL ° =1 I—III—III=1 1= `—III = —I _ (1) #5 BARS CONT. OCCURS WHERE HIS CONDITION THREAD ROD EPDXIED W/ #5X6 EMBEDDED INTO SEE FND. PLN. SLEEVE THRU STEM ' ' I=1 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z EXISTING BOND BEAM SIZE & REINF. GRADE COVER 6'-0" F.F.12" EMBEDMENT & 1-3/4" MIN. ¢ FILL CELL FULL HEIGHT WI SEE PLAN FOR ' y a . • .; . �° �EDGE DISTANCE � SEE FND, PLN. FOUNDATION INFO ` ' a' w w NON SHRINK GROUT. SIZE &REINF. PIPE PERPENDICULAR TO FND. x (ALLOWABLE UPLIFT=2,249#) w STEM FOUNDATION N A PIPE VERTICAL THRU FND. __ — — - a 1> o 11= � g TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ° 5X6' EMBEDDED INTO CENETERED @ PIPE GRADE o — EXISTING FOOTING 2-#5XV IN CONC. PENETRATION PLUMBING LINE REINF. SEE PLAN u D N FILLED CELL . o. DRILL 3/4"X6" MIN. HOLE a a GRADE 4 SET BAR IN EPDXY:. O ;III-1 —�—� ° a ° I —III —III ° I —III —III—' — o -I 1—I °= —_III _ — 11—I I I= ° ° —III=1 =III CELL FILLED SOLID I I� III . -III=1 N i I> W/0. (1) #5 VERT. REBAR SAW CUT 'I SEE FND. PLN. (2) #5 REBAR. MIN. 3" (2) #5 REBAR 6" MIN. 1-STY COVER EA. WAY 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 RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4" =1'-0° SCALE: 3l4" =1'-0" SCALE: N.T.S. SCALE: N.T.S. NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT ♦ UNACCEPTABLE INSTALLTION 4 PROPER INSTALLATION ♦ ��♦#, DO NOT DO THIS MAX., 8,> ��•` ♦♦ FILL SOLID BOTH CELLS #5 REBAR STD. 90^ H00 nL . IL +5A 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.donscoengineedng.com CA 25948 g z o r o 0 V' M z 0- 4. 4. u, 0. z 0� 3 z w 0 Co V_ U L X tTi C/) W W W C W :�E cn = O v- V) J Q 00 Q 0 °° Q l_ m 0 Z LLu U < Z LO cr) 0 CL N O 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 (VGsd = I OBMPH), 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 OF THIS DRAWING ONLY. 0"19 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. CM19 -THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CUENT 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. UPDATED CONNECTION VERSQINOd . 1.03102.11.19 0 CV er 0 0 w m z O w = U W U' }04 3 � QN =� �� W w� _� r� Lu } W Z Q LLI = LLI ~ Ll I F- W ❑ 90� ❑ SHEET TITLE: RETROFIT DETAILS 8, NOTES SHEET INFORMATION: JOB NO.: 390446 DATE ISSUED: 04.04.19 DRAWN BY: LF REVIEWED BY: TH ss 0 O'er O CN 1 00 L0 r—