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1/2" DRYWALL JAMBATTACHED DOOR JAMB 1 X 4 1/2" DRYWALL DOOR JAMB 1/2" DRYWALL 1X4DOOR ATTACHED PER PERATTACHED PER DOOR MANUF. DOOR MANUF. DOOR MANUF. tlIX4 1 X 4 1 X 4 3-1/4" LONG X 3/16" m 1 X 4 FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED IN 16 „ TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1" DETAIL ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASO MASONRY THROUGH 1-1/2 n DETAIL MASONRY THROUGH �r 3 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 MANU10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2x P.T. AS REQ'DSTAGGERED .. LONGTAPCONS2X8 @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL ♦ UNAGULP I ABLE, INS I ALL I1UN PROPER INSTALLATION MAX. 8., ♦♦♦♦.♦ DO NOT DO THIS ♦♦♦♦♦♦ ,) YP,) ♦♦♦♦♦♦1♦♦♦ � �/ #5 REBAR (TYP'♦♦♦♦♦♦♦♦♦ K (TYP.) ♦i*♦♦♦♦ J ♦��TD. 90° HOOK (TYP.) ♦ ♦ ♦♦♦♦♦♦♦ +2 1 �T —�� — NOTC @ FIRST COURSE 2 COURS::♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2"xBOT.PLATE W/(2)10d@6"o.c. SCALE: N.T.S. SS 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 W/ 8d @ 4" O.C., 2 W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A = 2790 #FOR 2 STRAPS - FILL 1st4 COURSES ROWS STAGGERED EMBEDMENT INTO BILK.) 1/4" MAX 2' 0" 8" SOLID W/GROUT 2x BAND JOIST W/ FACE NAIL it 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 AND (8) FACE NAILS 10d @ BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (9) 10d x 1/" NAILS & TRUSS VERT. WEB (4) 4" x 13/4" TAPCONS 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 'K; ; .. 4 4 " X 1%" WEDGE BOLTS 1 LAP SHEATHING TO 4 ^DIG DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE () _ I() _ BOTTOM OF BAND 2 x 8 5 A 0 (4) 10d NAILS INTO STRAP - 1225 # , (2) STRAPS 2450#] BRACES INSIDE TO ALLOW FOR INSULATION JOIST TYPICAL O 2 x 8 BRACE/BLKG. <`,,• ;,y;,.`. `: �> .:::;...Al TO BE INSTALLED 7116" OSB FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" BUILT UP PLWD. BUCK ARCH PANEL B ND BEAM R A T POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 0 0 C S FURTHER INSTRUCTIONS. SCREWS INTO BAND JOIST & (4)1/4"x1-3/4" SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS IN PLACE BEAM _ y WEDGE BOLTS INTO K.O. BLOCK BACKSIDE TO FIT ARCH (4) 10d 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-' 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(N_ TS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ~- T�� _ RETROFIT FOR MISSING EMBEDDED STRAP DETAILS OR THRU 1-1/2" THK. OR MORE BUCK IF TRUSSES USED) W/ (3) #12 X 4'/2" WOOD FOR OVERHANGS (BETWEEN 3/4" TO 11/2" " SCREWS 16" O.C. MAX. OR IF MASONRY -� - . WITHIN 6 MIN. OF START OF ARC START OF ARC @ TWA / 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. RAID. 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. SS 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 2XO * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. W/ (3) 8d TOENAILS @ TOP & BOTTOM V CHORD TO LEDGER PLAN i. + RH,NG`O� (2)10d NAILS @ 8" O.C. OdL FINISH FLOOR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + \ N� �� TO TRUSS TOP CHORD WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED + + �� . ---PLYWOOD SHEATHING B 1/4" MAX EMBEDMENT INTO BILK.)) B PER NAILING SCHEDULE / + + / \Y D D �,. ° 2'-0" 8 + #5 BAR � + �—BLOCKING AS BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS REQUIRED CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A �� TO SUPPORT D ° °D IN TOP o TRUSS + SOFFIT _ D KNOCKOUT/ N 8d NAILS @ 8" O.C. AT BUCK / ++ —� _ _ Q ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d ® 2X4 SYP 1► A ' NAILS AT EA. END PROVIDE 2x / EACH TRUSS MONO FOOTING _ D PROVIDE 2 x 8 DIAG. BRACE BTWN. PROVIDE (2) MIN. CONT. W/ (3) •-0 D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS 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 � I 4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24 O.C. - CLEAN FILL TO BE INSTALLED T-0" MAX SEE PLAN SEE LINTEL. DIRT D BUILT UP PLWD. BUCK - SCHED. I --STANDARD o SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH CENTERS FIT #5 BAR IN ° 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #12 X 4'/s" WOOD JFILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL EQUAL START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY PRECAST LINTEL BTWN. OSB ARCH FACES W/ (4)10d NAILS 4 MAX. RAD. WALL USE (2) 1/4" X 31/4" TAPCONS AT 16" O.C. � ��%_ T- F INSTALL WDW, SCREW THRU OSB INTO 2 x 8 r FOR OVER HANG (MAX. 4'-0") ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION SHED ROOF L STEMWALL FOOTING SIZE AND g_g @ SECTION a� ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS M - 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 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. CENETERED @ PIPE PENETRATION PLUMBING LINE PENETRATION — — — — O0 MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. d d a = =1 = = I 1=1 I FIN( GRADE REINFORCING. PROVIDE LOWER a a a d ° —III—III—III—III—III III —I I 1=III=1 =III=III=1 HOOKED DOWEL _RUILTUP coLN. =1 III=1=1 °- °=1=1 ,III III 1—I I I=I I I=1 I 1=1 I— I=I � I= III=III=III III=III=I !SEE PLAN DRILL 3/4"X6"MIN. HOLE -1 — =_=III-111- — = =III =1 I III=1 1=1 =III=III= / —I=1=III=I=III-I -III— —III- SET BAR IN EPDXY = HTT16 W/ (18) -16d NAILS TO- CAP TO PREVENT LEAKAGE Co z ;III=III — — W.W.M. AT PERIMETER STUDS & (1) - 5/8 DIA. ALL , d • 1=1 11= =1 = — _ (1) #5 BARS CONT. OCCURS WHERE HIS CONDITION THREAD ROD EPDXIED W! ` , #5X6 EMBEDDED INTO SLEEVE THRU STEM a e —I Z EXISTING BOND BEAM SEE FND. PLN. . ' < • = 12 BELOW TOP WITH MIN. 3 SIMPSON SET-XP EPDXY MIN. SIZE & REINF. a GRADE COVER 6'-011 F F 12" EMBEDMENT & 1-3/4" MIN. `�~`\� o� SEE PLAN FOR • A . • FILL CELL FULL HEIGHT W/ SEE FND. PLN. :. a• , a.. ' . EDGE DISTANCE SIZE & REINF. PIPE PERPENDICULAR TO FND. FOUNDATION INFO A X (ALLOWABLE UPLIFT=2,249#) o LU NON SHRINK GROUT. STEM FOUNDATION ° �� 0 a A PIPE VERTICAL THRU FND. D D -- - /�,` 1 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Q D _ I —III �� v z 5X6' EMBEDDED INTO CENETERED @ PIPE GRADE REINF. SEE PLAN = I �\ / EXISTING FOOTING 2-#5X6 IN CONC. PENETRATION PLUMBING LINE D D —_ ` in FILLED CELL _ ��' N DRILL 3/4"X6" MIN. HOLE Cl) I \ \, I SET BAR IN EPDXY El CELL FILLED SOLID, O '. SAW CUT w/ 1 #5 VERT. REBAR `�� `` -1 j _I _� r — • . SEE FND. PLN. I (2) #5 REBAR. MIN. 3" SIZE &REINF. (2) #5 REBAR 16 MIN. (1-STY) COVER EA. WAY I A SECTION ol A/C CHASE 4" PVC 20" MIN. (2-Stv EXISTING FOOTING SLEEVE THRU FOOTING j SCALE: N.T.S. MONO FOUNDATION SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAIVI STRAP RETROFIT FILLED CELL DETAIL TYP. FND. PENETRATIONS SCALE: 3/4" = V-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 (T STD. 90" H00 OLFI� L1142 - +5^ NOTCH WEB AT THE FIRST S'1a.2s` fa F awn I f Z R?.�`C n.E `i?i177�`�$v3 DANSCO 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 Z w Ln OL^ z �0 f� � M ¢Ln aWLL^ z FQ°}-ac%' �U900 z t; W z� LLl C) U Lu Q 3 LUEu IL = O Cn IL Q W Z 0 <C 0 0 Q h- Q z LLu L I�_. Z 01 V) 0 LO 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=±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OFTHIS DRAWINGONLY. ©2018 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRTITEN CONSENT FROM LENNAR CORPORATION. 02018 -THESE DRAWINGS AND DESIGNS ARETHE 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 o�s�,�xe -....) .9GJ 1rl- f C. `� �a lig cve w C%J m z 2w w = _ � � Z W tn Q N V = C Ifm W 'd M = W =) It Z ]2 LLi = Ld 5 L' CL: W ❑ SHEET TITLE: RETROFIT DETAILS & NOTES SHEET INFORMATION: JOB NO.: 380843 DATE ISSUED: 06.25.18 DRAWN BY: LF REVIEWED BY: TH ss WE