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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3, I TAPCON. INTO FURRING TAPCONS FURRING 3/16" 0 X 3-1/2" LONG TAPCONS STAGGERED 2X8 STAGGERED @ 16" 1X8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL MASONRY THROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3116" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER - TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 FOR CONN. DETAILS , FOR CONN. DETAILS 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TAPCON TO SHT. SDW2-K1 FOR CONN. DETAILS 1 Od @ 12" O.C. 1 X 4 FURRH 2X8 P.T. WITH 3/16" 0 X 3" L2x P.T. AS REQ'D L 2X8 P.T. LONG S 2X8 STAGGEEREDKED @ 16" O.C. 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR \-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLA-i ION DETAILS OR THRU —� 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B7 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS (1) 2x4 JACK ST (1) 2x4 STUD TYI 10d NAILS @ 8" O/C TYP. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END--r-_-� LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL K SCALE: N.T.S. SS A/C RETURN HEADER AT BEARING WALL SCALE: N.T.S. - SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAID. PROPER INSTALLATION MAX.8" FILL SOLID BOTH CELLSk #5 REB, (TYP,) STD. 90' HOOK (1 t Lila P/z +5^ t L NOTCH WEB AT FIRST 2 COURSI "- 'rT ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 BASED ON ENGINEERING PROVIDED BY CAST-CRETE ,THE FOLLOWING IS AN ALTERNATE TO A SINGLE LINTEL OVER MULTIPLE OPENINGS, A SEPARATE LINTEL MAY BE USED FOR EACH SPAN. THIS WOULD ELIMINATE THE NEED TO FIELD CUT THE FLOOR OF THE LINTEL. CAST-CRETE PRODUCT SPECIFICATIONS AND THE FLORIDA BUILDING CODE REQUIRE A MINIMUM BEARING OF 4 INCHES. THIS IS A PRESCRIPTIVE REQUIREMENT TO PREVENT TOE SPALLING OF THE FACE SHELL OF THE SUPPORTING CONCRETE MASONRY UNIT (CMU). IN THE CASE WHERE TWO LINTELS FRAME INTO AN 8 INCH CMU POST, THE LINTELS SHOULD BE CENTERED ON THE POST. THE ACTUAL BEARING USING A 3/8 INCH HEAD JOINT BETWEEN THE LINTELS IS 3-5/8 INCH. IF USING A RECESS LINTEL, THE END WILL NEED TO BE FIELD CUT TO RESULT IN 3-5/8 INCH ACTUAL BEARING. A MINIMUM 145 REBAR IN THE LINTEL CAVITY THAT IS CONTINUOUS BETWEEN THE LINTELS SHOULD BE PROVIDED. AFTER GROUTING, THIS WILL RESULT IN 8 INCHES OF BEARING ON THE COMPOSITE SECTION WHICH EXCEEDS THE 4 INCH MINIMUM BEARING REQUIREMENT (SEE DETAIL BELOW). 4" NOMINAL BEARING 4" NOMINAL BEARING (3-5/8" ACTUAL) p (3-5/8-ACTUAL) I II I CAST-CRETE CAST-CRETE PRECAST LINTEL PRECAST LINTEL MULTI SPAN LINTEL #5 REBAR CONTINUOUS OVER 8" CMU POST 8" CMU POST (7-5/8' ACTUAL) SCALE: N.T.S. 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y," WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" L L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL — FILLED CELL PER FOUNDATION PLAN �R YP.) THE :S kp + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL I IAIA!'('CDTADI C IAIQTAI I TI(lAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS —2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD NGTN PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT + + + ENTER SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 W/ (18) 1 Od x 1 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" COVER 6'-0" I F.F. EPDXY MIN, 6" EMBEDMENT E 3" MIN. EDGE DISTANCE p' D gD o. J I-1 I I —I 11-111-111-11 Imo. 111111111111I 11111,1T(,,111- .D � DIII—III—III 1111111111111— 11El 11111 d I I, GRADE N P M z \ N �D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" cGG cuGr:T n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 u- 0 W LL I— Z) U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE WI 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA@ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT .a ' a 4: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN a. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLOQJR ° ° D D #5 BAR XX D. D1 10 CENTERED W/ g 90° H* D - IN TOP o _ _ , �g KNOCKOUT / c� —I _ = D ° CHAIR BLOCK MONO FOOTING PLAN I —I I D .-0 ° . D ° SIZE AND REINF, PER I I — ° AND SECTION DETAILS -I CLEAN FILL -I ° DIRT z ,. STANDARD o 0 90` HOOK iv #5 BAR IN FILLED CELL ' ®®_ _ .® STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL L4% SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 0 N 0 co LO co LO a 1 e"- tI ' w z Q ^` E 0 W L "? o n 0 cN 6 (n V M C W 2 p o W t 0 .� 0 L� g Q s C)10 �(n W a� C ^, W -u N L co Ems_ 0 ❑L Uj' WOH �, W 0 q Y z ffnn V W 21�J of O 2 J< O<:�< LL v -'200M,2za< a Q J O I- F- Q O aw=wo ��a�'.>zYW❑~ZLL�Q0�� z O Z LL ¢~w0�1¢-�Zujwo2v❑a 00 o �<< O N 0 IW- ,> CD ro O co Q LO Ln J G L I W Q Ln ce < 00 Z Z W �� (fl w co o O 0 0 0 C) N C)o N N 0 N N N O N CD O r- O Ob N 4r_ 4 0 � 0 6 0 6 0 p p O Q c � o i c- r- O N 0 M 0 14 0 L6 0 (4 1 Z Z O ow0 w j Q Uo�� Li � LLI ■� LO Z 7 L LLI F - Q � F- LLI =m0Z (jOtW Qz Z wr.-I a. Z z Ova>-Lu 00 Q S2 z Z T-4 z =Qp ~ • Z U 10� -�e Q O"J�. 0 F-- m z s s z Z J W� N' LAST PLOT DATE Nov. 3, 20 STRUCTURAL z o ®J DETAILS-RETRO FIT