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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" 0 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"!?J 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 3v� 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 PV2X DOOR MANUF. DOOR MANUF. DOOR MANU 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'DSTAGGERED LONG TAPCONS2X8 @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL UNAL;UtF' I AbLt INS I ALL I IUN MAX. s° ��•••, DO NOT DO THIS �.•`�� PROPER INSTALLATION .� �. TYP.�...,`j.. #5 REBAR (TYP,) ,) K (TYP.) ••••`••�. S'''�1"Q. 90° HOOK (TYP.) NOTCH%j @ FIRST COURSE 2 COURSES FILLED CELL INSTALLATION rH BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC — FILLED CELL PER FOUNDATION PLAN 2NBOT.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 W18d @ 4" O.C., 2 W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. A -A FILL 1s14 COURSES ROWS STAGGERED EMBEDMENT INTO BLK.) 1/4" MAX = 2790 #FOR 2 STRAPS SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL it 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 10 BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1%" NAILS & AND 8 FACE NAILS d @ (4) %" x 1%" TAPCONS TRUSS VERT. WEB 1/2" DRYWALL IF TRUSS IS 2 PLY INSTALL USP METAL SEAT PLATE HTWM16 W/ (8) 10d x 1%" NAILS AND NOTE: 8d NAILS AT 8" O.C. AT BUCK 4 1 " X 13 "WEDGE BOLTS 1 LAP SHEATHING TO ( ) Y �( ) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE = BOTTOM OF BAND (4) 10d NAILS INTO STRAP 1225 # , (2) STRAPS 2450#1 BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL () 2 x 8 BRACE/ BLKG. _ TO BE INSTALLED 7/16 OSB - FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR `_;. ;:::: CONTACT ENGINEER OF RECORD FOR USP HGAM10 12" O.C. w/4-SDS 1/4x1 1/2" 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"xi 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 a CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. PROVIDE TAPCON WITHIN °-� . ___T INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL N_TS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP#2 CONT. (MATCH TRUSS DEPTH --� FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" — RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4%" WOOD WITHIN 6" MIN. OF START OF ARC START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY TWA / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'p. 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 i / 2 X 4 #2 SYP SCAB TO SIDE OF COMPANY OR 2x6 #2 SYP @ 24" SCALE: N.T.S. SS 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 ?X O� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. CHORD TO LEDGER PLAN + RN -NO 44, %l� TO TRUSS OP CHORD + ) 1 Od NAILS @ 8" O.C. F7 FINISH FLOOR + 2 x 8 BUCK - CONNECT TO BLOCK SECTION `�� WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + -----PLYWOOD SHEATHING D ' D ° 1/4" MAX EMBEDMENT INTO BLK.) B B PER NAILING SCHEDULE + + �` #5 BAR 2, 0„ 8„ + r BLOCKING AS P' 10„ p ° BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS / + REQUIRED D ° 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A - p ° N TOP CENTERED W/ O 9T H K� TO SUPPORT TRUSS ' SOFFIT KNOCKOUT / cal + + o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d / 2X4 SYP a �__+ — PROVIDE 2x — PROVIDE 2 x 8 DIAG. BRACE BTWN. NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTING _ D p ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS / - AND SECTION DETAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY / s IV rzi LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF TRUSS COMPANY OR 2x4 CONNECTOR — . -I / _ _ ° 2 x 8 VERT. BRACE#2 SYP @ 24" O.C. CLEAN FILL S) INSIDE TO ALLOW FOR INSULATION ARCH � ° D Z TO BE INSTALLED 00, 3'-0" MAX SEE PLAN / SEE LINTEL DIRT D g BUILT UP PLWD. BUCK - �� SCHED. °.' STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTER S -FIT #5 BAR IN ° ° 90' HOOK iv 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 @ 16 O.C. MAX. OR IF MASONRY PRECAST LINTEL " SCREWS ° ° 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.' ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. AN INSTALLATION DETAILS ARCH DETAIL rK SECTION n SHED ROOF KT STEMWALL FOOTING SIZE AND B-B SCALE: N.T.S. SCALE: 3/4" = 1 0" SECTION �a ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SS SS SCALE. 3/4"-1 -0 SS SECTION DETAILS — - —�- SCALE: 3/4" = 1'-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. PENETRATION CENETERED @ PIPE--€==-.= —a PLUMBING LINE FINI PENETRATION GMASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. RADE a a d d a REINFORCING. PROVIDE LOWER — —_ _— • —1 -1 I-III=III-III =1 III=1 =1 =1 =1 =1 HOOKED DOWEL 131111 T UP COLN., ;III=1—I 1=1 d a : ad 1=1 iI ,I III —I 1=1 1=1 1=1 1=—I 1= III=III=1 III=III=I SEE PLAN DRILL 3/4„ X6 MIN. HOLE SET BAR IN EPDXY —I 1= • —III=1 I' — —� =� HTT16 W/ (18) - 16d NAILS TO CAP TO PREVENT LEAKAGE W.W.M. AT PERIMETER LIDd • • 1=1=1 1= =III — WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL - - #5X6' EMBEDDED INTO - (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ crEXISTING BOND BEAM SEE FND. PLN. SLEEVE THRU STEM =I 12" BELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. z O 6'-0" -F F Q SEE FND. PLN. SEE PLAN FOR : `♦ a e ° 12" EMBEDMENT & 1-3/4" MIN. FILL CELL FULL HEIGHT W/ EDGE DISTANCE �\ SIZE & REREINF.FOUNDATION INFO PIPE PERPENDICULAR TO FND. ° g (ALLOWABLE UPLIFT=2,249#) �``�\ \\ p a A w w NON SHRINK GROUT. SIZE & REINF. GRADE COVER STEM FOUNDATION Q a_ 1 PIPE VERTICAL THRU FND. p D _ I =___— �\ \ LL CL TOP (2) #5's x 4 0 PVC OR SCH40 SLEEVE ° o ° ". .�� v z 5X6 EMBEDDED INTO 2 #5X6' IN CONC. CENETERED @ PIPE GRADE PENETRATION PLUMBING LINE REINF. SEE PLAN D D =_ \� U) N EXISTING FOOTING FILLED CELL _ DRILL 3/4"X6" MIN. HOLE a d as 4 n M GRADE �`�\ / SET BAR IN EPDXY I- � a � _ � ' I —III —III—' ~..�'\ -III I C I —I � I —I � I —III —III -11 1 lII� —� a a d — I� 1 _ d = =_I 1='' °� .. CELL FILLED SOLID =1 =1 I, III 1= a III=I N z w/ 1 #5 VERT. REBAR \� O SAW CUT SEE FND. PLN. 0 2 #5 REBAR 16"MIN. 1-STY COVER EA. WAMIN. 3" I \ SECTION O ( ) A SIZE & REINF. A/C CHASE 4" PVC 20" MIN. (2-STY EXISTING FOOTING SLEEVE THRU FOOTING j 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" HOO LU ti +5^ NOTCH WEB AT THE FIRST z �•F ca n tiara a� aassr aS=¢o 4'� e- .e Gm� DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineering.com CA 25948 i O 0 N zw LO off^ p �(nR a� z w� �wIL� zgQ00 Zc~i�� W z� w J O CD r1 � (/) w Q Lu = W CL = o 0 r W z p Q O p C ~ Q Z W V) F._. Z 04 114- Z v) 0 M CL L V C C TO THE BEST OF THE ENGINEER'S L KNOWLEDGE AND BELIEF, THE STRUCTURAL C PLANS AND SPECIFICATIONS COMPLY WITH C 6TH EDITION (2017) FLORIDA RESIDENTIAL L BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd = 10BMPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =i0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE Ir IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. QtM18 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 e w � ro,:� ce,l c.� c� � N w m z � w � w = �a r W z QN N = W wA _' ,Zn Q LIJ = ui V N� H W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380842 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH ss