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PENT OR 2ND FLOOR WALL ' WALL PARTY----\ 1/2" MINIMUM CEMENT FIN15H TYPICAL G.M.U. WALL # 5 VERTICAL REBAR FROM WALL FND. TO K.O. BLOCK PARTY STANDARD 3" DIA TEE 3/4" FURRING WALL 5TRIP5 PARTY — FILLED SOLID W/ GROUT ❑ THREADED 3" DIA. EXTEN51ON WALL # 5 VERTICAL REBAR FROM 1/2 8LOCK # 5 VERTICAL REBAR FROM 1/2 BLOCK # 5 VERTICAL REBAR FROM I/2" G6YP5UM BOARD FFND. TO K.O. BLOCK FND. TO K.O. BLOCK FND. TO K.O. BLOCK 5GREN OFF GAP (3" DIA.) N/ DRYWALL 5GREW5 FOR GLEAN -OUT @ S" O.G. OR 4d UNIT—\ FILLED SOLID W/ GROUT [:1 ❑� FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT ❑tii_� 4 11 6 :1 2 X ❑ MIN. EXTENSION FROM EXTERIOR DRYWALL NAILS FACE OF BLOCK WALL 15 1 1/2' MAXIMUM FEFAGE 10N FROM ❑ ❑ El El177-7 ! El u r] ❑ ❑ EXTERIOR FADE OF BLOCK WALL 15 2 1/4' o 1/2 BLOCK El1/2 BLOCK ❑ 1/2 BLOCK TO DRAIN UNIT CONTINUE BLOCK PATTERN 1/2 BLOCK 0 FILLED CELL STAGGER ❑ ❑ ALL VERTICAL JOINTS WALL CLEAN -OUT ,4 SCALE: N.T.S.�J- 1st COWRS �� 2nd COURSE 2 3r~d COURSE S nth COURSE S nth COUiRS � SCALE: 3/4'=1'_0L4 SCALE: 3%"=1'-0" s4 SCALE. 3/4"=1'-0' �4 SOLE: 3i4'=1'-0" S4 SCALE: aid'=V-m" S� REFER TO 5DH... PAGE5 FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL. SECTION T�4FU WINDOW g BLOCK COURSING DET,4ILS •4 W,4L.L. INTERSECTIONS INDICATES CELL TO BE FILLED SOLID W/ GROUT S� 0 (NO #5 REQUIRED) (U.N.O. ON PLAN) SCALE: 3%"=V-0 S� TRUSS BOTTOM CHORD OR BLOCKING W/ 2-16d TOE MAILS a EACH END DOUBLE 2x TOP PLATE TOP SPLICE 2'x BUILT-UP COLUMN w KNOCK -OUT NOTCH LINTEL UJN RI= RI=QUID ? 2 ROWS 10d 0 3° O.C. (14 NAILS TOTAL) , a° 18-10d NAILS BLOCK U1/] —F cn FOR CONCRETE PLACEMENT / 2x TOP PLATE 2 CRIPPLES 1 5/8' 8' 1 5/5' 8' --A — SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ FULL 5x8x16 BLOCK WALL DOOR O ENING O PENIN O OPENING 13 =0 -- OPENINGS GREATER THAN ro'-O'LUIDE Of=ENING - . .-LOCATION.lill� �1911 1111� ■■lil NINE MEN Milli 111111111M ■Fill dl■■ �IIII ■■11i III■■ Milli 111111110 2-16d NAILS a 24' O.C. OR EQUAL TO TRUSS BOTTOM x /y�,y/N ° ° °°°° 5/8' � ' 'J' BOLT OR CHORD OR BLOCKING 2x BLOCKING 0 EACH END W/ 10d 1Od ® 8" O/C = 5/8' HILTI KWIK 2x STUD a 24. a 4 O.G. FROM EACH HEADER O/ST9NC BOLT II W/ MIN. 8' EMBEDMENT O.G. MAX. FACE TO BLOCKING PROVIDE HILTI X-GF NAILS (2) 2x HEADER 2x P.T. PLATE OR EQUAL a 12' O.C. P.T. PER PLAN 4.10 SEE FOR STAGGERED FROM BOT. PLATE TO CONCRETE 0 UPLIFT= 32500 (SYP 02 2195" (SFF) REINF. INFO. 2x BOTTOM PLATE W/ (1) led a 8' VARIES O.C. TO EACH HEADER FACE NOTE: a . PLATE LENGTHS MUST BE BOTTOM SPLICE OVER STUD AT LEAST 8'-0" LONG. TYPICAL TYPICAL INTERIOR NON- 2 x (o (MIN.) ER,4ME BEARING WOOD FRAME WALL W,4LL HE,4DER DET,4IL `001 TOP PLATE SPLICE DETAIL 1„I USP HTT16 N SCALE: N.T.5. �4SCALE: N.T.S. 4 SCALE: N.T.S. S SCALE: N.T.S. S F= 2240 LBS SCALE: NTSJ, P D OR O GIIIIIIIIIIIIIL 11 D OR —It NOTES 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. EXTERIOR ❑ ❑ ❑ NOTE: FOR BEAM DEPTH >22', PROYIDE A 4' x 4' INSPECTION PORT WALL ❑ ❑ ❑ m EACH VERTICAL REBAR E DIRECTLY ABOVE THE; LINTEL. — — ❑ — — — — — — — — ❑ VERIFY THAT ALL REINFORCEMENT HAS BEI=N PLACED I--II11 . — — — � — — — PROPERLY. IST COARSE 2ND COARSE 35D COARSE ® SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ® OPENINGS LESS THAN OR EQUAL TO (o'-O' IN WIDTH DO NOT COARSE BELOW. EVERY THIRD (31RD) COARSE THE Il' DOOR JAMB WALL IS TO BE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. FLOOR PLAN. HEADER SUPPORT NO. OF JACKS E STUDS REQ. AT OPENINGS OPENING 2' x 4' WALL 2' x 6' WALL JACKS STUDS JACKS STUDS 51ZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (2) (3) (2) (2) (3) (3) (2) (3) C SPT4 g�24 USP SPT4-]SPP24 SP SPT4 ROOF TRUSS ABOVE 2X4 TOP PLATE 2X4 BLOCKING 2X4 STUDS 24' O.G. OVERLAPPING/8'x10' N=AMIMr. AILEDVL6(2) 'J' BOL 16d TOE NAILS 24O.C.MAX.INTO 10d NAILS EA. BLOCKING MIN. (2) PERTRANSOM FRAMING STAGGERED M,4SONRY L,4YOUT j� TYPIC,4L FILLED LINTEL ,455EM5LY SECTION PLATE X4 P.T. SEE SECTION AA/51 _ SEE FLOOR PLAN NOTES FORH%.FL ATE AND BB/SI FOR 2X8 WALL ABOVE SCALE: N,TS. �tADDITIONAL DETAILS ENTRY SCALE: N.T.S.�j� `t REQUIRED CONNECTION SP SPT22 KO. BLOCK WKI) 2X CRIPPLES a 16' O.C. USP SPT4 NCHOR BOLTS a 24' W/ USP SPT24 TYP. 2-ROWS 12d NAILS STAGGERED "5 CONT. t a 12' O/C EACH FACE OR RECESS SPT4 USP SPT4 O.C. MAX FILLED TOP AND BOTTOM 3-ROWS 12d NAILS STAGGERED LINTEL ANCHOR BOLT a 12' O/C FOR 2'x10' OR 2X4 P.T. PLATE *WHEN STUD LEND 4T GREATER HEADER ° . IS LESS THAN 12 USE °' • � � ° ' � ° ° �. MASONRY WALL EACH STUD WRAPPED LSTA30 STRAPS AT ^ 2X8 P.T. BOTTOM PLATE rat HE tRUS5 BOTTOM CHORD OR NAILED TO ADER EACH SIDE W/ 11 - IGd 5/8'xl0' 'J' BOLT 24' O.G. MAX 2x4 BLOCKING W/ 2-16d TOE NAILS 1 DOUBLE 2 X 12 #2 SYP C (MIN. (2) PER BOTTOM PLATE) USP C NAILS � EACH END ' 5� PLATEER y/�/2' FLITCH USP SPT4 SPT24 P SPT4 10d NAILS 8 O/C TYP. FILLING AND BLOCKING AS 10dNAILS 6 REQUIRED FASTENED TO 10d NAILS a (ol O.C. 3 5/8 25 GA. MSG o- 4 A `� DOUBLE 2'x4' HEADER W/ (2) ROWS OF 12d \ \ STAGGERED STEEL TRACK RUNNER CRIPPLE STUD 16' O/C UNLESS NOTED STAGGERED TRANSOM FRAMING i TYPICAL (UN.O.) _ o o . , 3 5/8 STEEL STUD a 24 OTHERWISE \ BEYOND. \ AILED INTO ,..,. ,.. �. O.G. MAXW/(2)NO.SxS/8 WAFER HEAD SELF \ TRANSOM 2'x4' STUDS TYP. DRILLING a TOP < BOTTOM \ FRAMING PLYWOOD \ SHEATHING TRANSOM FRAMING 0 SEE PLAN FOR REQUIRED PLYWOOD FASTENED TO TRUSSES 3 5/8' 25 GA. MSG SEE SECTION AA/Sl AND CONNECTIONS BB/Sl FOR ADDITIONAL \ WITH ad COMMON WIRE NAILS a 4' STEEL TRACK RUNNER , W/ HILTI X-OF NAILS OR DETAILS 48 O/C FIELD /C BOUNDARIES 6 O/C B PLYWOOD / X6 WIAXWIA WWF OR FN/7 P.T. TOT. PLATE � SHEATHING EQUAL a 12' O.C. SPT22 FIBERMESH MASONRY — — — —d— — -� y` �'' •• HOLD DOWN CONNECTIONS RECESS SP WALL BELOW ANCHOR BOLTS a 24' O.G. MAX. NOT REQUIRED a BEARING LINTEL SPT4 USP (MIN (2) PER BOTTOM PLATE) L/ WALLS WITHOUT UPLIFT SPT4 TYPICAL INTERIOR NON-1 :MEVIRWO - BEARING METAL FRAME WALLiT ��A id ��,,P:1y�_ �L BLOCK COURS INCH CORNER INTERSECT ION C W,4LL HE,4DEi� DET,4IL Q 2Xa P.T.PBOTTOM � SCALE: 3%'=1'-m' SCALE: N.T.S. PLATE ---- - S S SCALE: N.T.S. FRAMING DETAILS ,ABOVE ENTRY 5/8'XIO' 'J' BOLTS 9 24' O.C. MAX SCALE: N.T.S. GJ' (MIN. (2) PER BOTTOM PLATE) DANSCO ENGINEERING,LLC amf ILA P.O. BOX 3400 Apollo Beach, Florida 33572 Phone: 813.645.0166 Fax: 813.645.9698 www.donscoengineedng.com CA 25948 CD o w F- Z I� OECD j o1 w °V_ z am`oko � & M 00 QO�CP ,Z Z Ln E00w W w 31- z JCD Cn F— LU c i W Z = w c) : U 0 Lu = Z Z Z Q U O Z CL Q � V F TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING CODE, SEC71ON R301 FOR 119.9 MPH, 3 SEC. GUST, EXPOSURE "C' ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±0.181 WIND ZONE (2004 EDITION, INCLUDING 2005 & 2006 SUPPLEMENTS). THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE T IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 02007-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 VERSION NO. 1.00 / 06.14.07 SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 IRWIN J. BENSON, P.E. #49758 � ANDREW D. HAROLD, P.E. #66715 ENGINEER SEAL: JUL 0 2�� SHEET TITLE: SECTION, DETAILS, NOTES SHEET INFORMATION: JOB NO.: 270757 DATE ISSUED: 06.14.07 DRAWN BY: TJB REVIEWED BY: DZ S4 CD Z 0 J_ D m VI N i L0 O I-- T_ �7111ira 'i'w"TNIbk915 TN[