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DOORJAMB F-11X44 F-1/2"DRYWALL <br />DOORJAMB -1X4 <br />/2" DRYWALL <br />F <br />DOORJAMB <br />ATTACHED PER <br />1X4 F112" DRYWALL <br />ATTACHED PER <br />P.T. <br />ATTACHED PER <br />DOOR MANU7F. <br />DOOR MANUF. <br />)mFURRING <br />DOOR MANUF. <br />X4 <br />X4 <br />J <br />3-1/4" LONG X3/16"0 <br />1 X4 <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />3/16"0 X 3-1/2" LONG <br />I <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />L1X8 <br />TAPCONS STAGGERED <br />LL-2X8 <br />BLOCK@ SPACING 111 <br />DETAIL <br />O.C. 2-ROWS INTO <br />P.T. <br />STAGGERED@ 11 5" 0 C <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL— <br />MASONRY THROUGH <br />311 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1 X4 P.T. — <br />3/16" x 3 -1/2" <br />DOOR JAMB <br />1/2" DRYWALL <br />1X4 <br />DOORJAMB <br />EACH END W/ MIN. <br />DOORJAMB <br />�- TAPCON <br />ATTACHED PER <br />F <br />ATTACHED PER <br />2" EDGE DIST. <br />ATTACHED PER <br />DOOR MANUF. <br />DOOR MANUF. <br />DOOR MANUF. <br />10d @ 12" O.C. <br />1X4 <br />IF7" <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3 11 <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />UNAUUI:Fj I AbLE IN6 I ALL I 1UN w$ <br />PROPER INSTALLATION DO NOT DO THIS olw <br />MAX. 8" <br />#5 REBAR (TYP,) <br />P') <br />01 <br />01 <br />ATD. 90' HOOK (TYP.) <br />K (TYP.) <br />_±2" ITC 0 @ FIRST COURSE <br />2 COURSES <br />_w* <br />LED CELL PER FOUNDATION PLAN <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc FILLED CELL INSTALLATION SCALE: N.T.S. rH 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />SCALE: N.T.S. <br />3/4" PLYWOOD DECKING GLUED <br />� �s � �s AND NAILED W1 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2x8 P.T. BUCK -CONNECT TO BLOCK mm- SECTION ATTACHED WALL SHEATHING TO <br />A -A USP RT16M UPLIFT CAPACITY = 1395#FORlSTRAP 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 <br />W1 1/4" x 3 1/4" TAPCON ( 11/4" MIN. = 2790 # FOR 2 STRAPS ? FILL list 4 COURSES ROWS STAGGERED <br />EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL <br />it 2' 8" <br />1-PLY PRE-ENGINEERED TRUSS 10d @ TOP & BTTM CHORD, <br />1 X4 FURRING SOLID BLKG. AT TOP BTWN. AND (8) FACE NAILS 10d @ <br />1/4" x 3 1/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1Y2" NAILS & <br />TRUSS VERT. WEB <br />I' Y x 1Y" TAPCONS <br />4 4 METAL SEAT PLATE <br />1/2" DRYWALL <br />NOTE: <br />HTWM16 W/ (8) 10d x 1Y2" NAILS AND <br />8d NAILS AT <br />8" O.C. AT BUCK LAP SHEATHING TO <br />Y4 X 1Y4" WEDGE BOLTS [(1) <br />(4 BOTTOM OF BAND <br />--LEAVE A CUTOUT IN O.S.B. ONTHE <br />2 x 8 45' DIAGONAL (4) 1 Old NAILS INTO <br />STRAP 1225 (2) STRAPS 2450#] JOIST TYPICAL <br />BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />CONTACT ENGINEER OF RECORD FOR \\�USP HGAM10 @ 12- O.C. w/4-SDS 114A 1/2" <br />TO BE INSTALLED <br />7/16" OSB FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CUT HOLE IN O.S.B. FOR <br />ARCH PANEL <br />"xl <br />BUILT UP PLWD. BUCK POLY -CELL IN THIS AREA ---2x845 DIAGONAL BRACE AT EA. BOND BEAM OR CAST FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST& (4)1/4 -3/4' <br />SCRIBE (NOTCH) WEDGE BOLTS INTO K.O. BLOCK <br />FACE OF ARCH W/ (3) 10d NAILS IN PLACE BEAM <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END OVERHAN <br />CONNECT W/ 8d NAILS RETROFIT TRUSS DETAIL <br />BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR- \\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE RETROFIT WALL OVERHANG DETAIL (NTS) <br />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 <br />DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4Y2" WOOD <br />WITHIN 6" MIN. OF START OF START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />4'MAX. RAD. WALL USE (3) 1/4" X 3 1/4" TAPCONS AT 16" O.C. ,EXT. WAjZ11 <br />TR S <br />ARCH DETAIL j JACK TRUSS PROVIDED BY TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF <br />SCALE: N.T.S. COMPANY OR 2x6 #2 SYP @ 24" O.C. 12 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 6-0" MIN. <br />I',, �s W/ (3) 8d TOENAILS @ TOP & BOTTOM SEE ,R?9,)rr 0 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />CHORD TO LEDGER PLAN + ING (2) 10d NAILS @ 8" O.C. <br />+ TO TRUSS TOP CHORD $L FINISH FLOOR <br />+ 7'/Y b. -A" <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION + <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + PLYWOOD SHEATHING <br />EMBEDMENT INTO BLK.) B-B PER NAILING SCHEDULE + + <br />[�::#5 <br />14" MAX + > <br />BAR <br />+ BLOCKING AS <br />2'-0" 8" 10 <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + CENTERED W/ <br />+ REQUIRED <br />2X6 TO 2X4 SP RT3 1�9(�T �H IN TOP <br />1 X 4 FURRING BLKG. & BUCK TO SUPPORT 9 <br />TRUSS + SOFFIT KNOCKOUT/ N <br />+ CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK + <br />2X4 SYP <br />2 x 8 VERT. W/ (2) 1 Old <br />NAILS AT EA. END PROVIDE 2x <br />PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) EACH TRUSS MONO FOOTI <br />VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER <br />BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DE IL <br />TRUSS COMPANY OR 2x4 CONNECTOR <br />LEAVE A CUT OUT IN O.S.B. ON THE MIN. OF START OF iz <br />#2 SYP @ 24" O.C. CLEAN FILL J> <br />2 x 8 VERT. BRACE(S) --------- INSIDE TO ALLOW FOR INSULATION ARCH <br />;2 <br />TO BE INSTALLED 3'-0" MAX SEE PLAN 000, SEE LINTEL DIRT <br />1100 SCHED. STANDARD <br />CD <br />BUILT UP PLWD. BUCK- 7/16" OSB ARCH PANEL <br />90* HOOK C14 <br />SCRIBE (NOTCH) BACKSID 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERsIti�FIT #5 BAR IN <br />TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4Y,." WOOD FILLED CELL <br />8d NAILS START OF ARC PRECAST LINTEL <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL AX.RAD. N <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS WALL USE (2) 1/4" X 3 1/4" TAPCONS AT 16" O.C. EE E EVATION <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 FOR OVER HANG (MAX. 4'-0") <br />ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS 13-113 ARCH DETAIL rK SECTION @ SHED ROOF rL SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SCALE: 3/4" V-131" SCALE: 3/4" V-01" MONO TO STEMWALL FOOTING SECTION DETAILS <br />�s �s SCALE: 3/4" = V-0" <br />A/C CHASE 4" PVC - <br />PLUMBING LINE SLEEVE THRU STEM NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />TOP (2) #5 s x 4'-0" - PVC OR SCH40 SLEEVE WALL EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />CENETERED TOP (2) #5's x 4'10" FOR ADDITIONAL INSTRUCTION. <br />P <br />PENET NETRATION MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. <br />@ PIPE PVC OR SCH40 SLEEVE CENETERED @ PI_ E <br />RATION PE PLUMBING LINE <br />FINIS <br />H GRADE REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL UP COLN., <br />E 11-111— 11 FEI I Ei I 1_1 I 1=1 I 1=1 I DRILL 3/4"X6" MIN. HOLE <br />''Ll - SEE PLAN <br />SET BAR IN EPDXY <br />W.W.M. AT PERIMETER HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE <br />STUDS & (1) - 5/8" DIA. ALL <br />WHERE THIS CONDITION —#5X6'EMBEDDED INTO <br />(1) #5 BARS CONT. THREAD ROD EPDXIED W/ <br />OCCURS <br />SLEEVE THRU STEM 12" B z EXISTING BOND BEAM <br />SEE FND. PLN. ELOW TOP WITH MIN. 3" SIMPSON "SET-XP" EPDXY MIN. <br />COVER 12" EMBEDMENT & 1-3/4" MIN. <br />SIZE & REINF. A GRADE 6'-0" --- F.F. 0 FILL CELL FULL HEIGHT W/ <br />.0 .;1 i6A < <br />SEE FND. PLN. _..4'' EDGE DISTANCE m <br />FOUNDATION INFO _d U W NON SHRINK GROUT. <br />SEE PLAN FOR <br />SIZE & REINF. PIPE PERPENDICULAR TO FND. (ALLOWABLE UPLIFT=2,249#) 0 2 <br />lie Lu _j A <br />STEM FOUNDATION co <br />PIPE VERTICAL THRU FND. L<L a. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE z 5X6'EMBEDDED INTO 45XVIN CONIC. <br />CENETERED @ PIPE GRADE REINF. SEE PLAN EXISTING FOOTING 2 <br />PENETRATION F[-PLUMBING LINE LO DRILL 3/4"X6" MIN. HOLE <br />C14 <br />C14 GRADE SET BAR IN EPDXY <br />4 <br />I> <br />Rr'imi CELL FILLED SOLID <br />I EEI I I-- <br />C-4 <br />w/(1) #5 VERT. REBAR <br />SAW CUT <br />\"--(2) #5 REBAR. MIN. 3" <br />SEE FND, PLN. (2) #5 RESAR �10" MIN. (1-STY) of COVEREA.WAY �A SECTION <br />SIZE & REINF. A/C CHASE 4" PVC "120" MIN. (2-STY� EXISTING FOOTING <br />SLEEVE THRU FOOTING SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP I'll—ij SCALE: N.T.S. <br />TYP. FND. PENETRATIONS MONO FOUNDATION SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. I I NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT SCALE: N.T.S. <br />FILL SOLID <br />BOTH CELLS <br />#5 REBAR (TY <br />STD. 90' HOO <br />NOTCH WEB AT THE FIRST <br />. . . . . . . . . . . . . . . . . . <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoenginee6ng.com <br />CA 25948 <br />C:) <br />CD <br />r*4 <br />z [ _u <br />C:) <br />z <br />C:) <br />a r� <br />Lu LL <br />z <br />ixo 00 <br />< <br />t; <br />w <br />z <br />Z Lu <br />w 3: <br />CD <br />CD <br />CL <br />x <br />Lu < <br />F- ± <br />ui <br />a_ <br />Lu :�i <br />= C:> <br />V) < <br />Lu <br />-7 _j <br />Q <br />< 0 <br />C) <br />< <br />C) V) <br />z <br />Lij <br />< z <br />z 0% <br />00 <br />0 LO <br />u (y) <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = +-0.18) WIND ZONE <br />THIS DRAWING AN D DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />02019 LENNAR CORP.-TH[S PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02D19 - THESE DRAWINGS AND DESIGNS ARETHE <br />JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISIOW <br />DATE <br />DESCRIPTION <br />UPDATED CONNECTION <br />06.08.18 <br />1.01 CROSS-REFERENCE TABLE <br />AND STAIR STRAP <br />01-09A9 <br />1.02 ROOF UNDERLAYMENT REV. <br />02.11.19 <br />UPDATED CONNECTION <br />1.03 <br />CROSS-REFERENCE TABLE <br />VERSION N.Q,, IQ�./ 02.11.19 <br />uj <br />0 <br />w <br />- :E 0 <br />ln� <br />ui o <br />LO 04 <br />v. C14 <br />�1 <br />11 <br />C:) > 'o <br />ui w Cl) 10 00 <br />Lu 4t: <br />LLi LLi LLi <br />z <br />Lu 0 El A <br />RETROFIT DETAILS & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390221 <br />DATE !SSUID: 02,20.10 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />ss <br />1�0 <br />(N <br />LO <br />0 <br />1 <br />04 <br />00 <br />Lf) <br />Ir- <br />t j 1. 1, 111.�. 11 1 � I 1 11 1 <br />