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--VENT OR 2ND FLOOR PARTYA_\ WALL <br />­__\1/2" MINIMUM GEMENT FINISH - TYPICAL G.M U. WALL ❑ # 5 VERTICAL REBAR FROM ❑ WALL <br />END. TO K.O. BLOCK PARTY <br />II - 3/4" FURRING 5TRIP5 FILLED SOLID W/ GROUT <br />5TANDARD 3 VIA. TEE PARTY ❑ <br />" WALL 5 VERTICAL REBAR FROM 1/2 BLOCK WALL <br />THREADED 3 DIA. EXTENSION " # # 5 VERTICAL REBAR FROM 1 /2 BLOCK <br />-1/2 6YP5UM $OARD # 5 VERTICAL REBAR FROM <br />5GREW OFF GAP (3" DI A) W/ DRYWALL 5GREW5 FND. TO K.O. BLOCK FND. TO K.O. BLOCK END. TO K.O. BLOCK <br />FOR GLEAN -OUT ® 5" O.G. OR 4d UNIT-\ FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT FILLED SOLID W/ GROUT ❑ � ❑ ❑ � � •� � � El�'❑ l.❑ ❑ <br />MIN. EXTENSION FROM EXTERIOR <br />FAGS OF BLOCK WALL 15 I I/2' DRYWALL NAILS <br />EXTERIOR ACE OF BLOCK WALL ❑ � E ❑ ❑ ❑ � it El ❑ ❑ <br />IS 2 I/4'Ej 1 /2 BLOCK <br />❑ 1/2 BLOCK ❑ 1/2 BLOCK <br />TO DRAIN UNIT CONTINUE BLOCK PATTERN <br />1/2 BLOCK 0 FILLED CELL STAGGER <br />❑ ❑ ❑ ❑ ❑ ALL VERTICAL JOINT'S <br />WALL CLEAN -OUT ,4 <br />5GALE: N.T.5. <br />let COURSEKOEI 2nd COURSE E2 3rd COURSE63� 4th COURSE E4 5th COURSE E� <br />SCALE:3/4'=1'-�' �jtl. SCALE.3/4'=V-0" sty, SGALE:3�4'=I'-fd' rjtj, SCALE:3/4'=1�-�' rj�j. SCALE:3/4'=1'-O' s4 <br />REFER TO 5DH... PA6E5 FOR <br />INSTALLATION INFORMATION BY MANUFAGTURER <br />TY1='ICA1. SECTION THRU WINDOW g <br />BLOCK COURSING DETAILS a 4 WALL INTERSECTIONS E INDICATES CELL TO BE FILLED SOLID W/ GROUT <br />54 (NO #5 REQUIRED) (U.N.O. ON PLAN) <br />SCALE: 3/4' z V-0' S4 <br />T%ISS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-I6d TOE <br />NAILS ++ EACH END DOUBLE 2x TOP <br />PLATE TOP SPLICE 2'x BUILT-UP COLUMN <br />w - <br />' 2 ROWS 10d 0 3' O.C. (14 NAILS TOTAL) KNOCK -OUT NOTC14 LINTEL WHERE REQUIRED IS-10d NAILS <br />'�� <br />BLOCK W/(I) �'S FOR CONCRTE PLACEMENT , 2x TOP PLATE <br />1 5/8' 8' 1 5/8' g' 1 5/8, g' <br />- - SOLID AREAS ARE ❑ SOLID AREAS ARE <br />❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT <br />INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ FULL 8xbxi6 BLOCK <br />WALL \1 <br />L7. 11 rZ F in- _p r -- 11 <br />®I� 7 <br />ice,®� <br />�■!� <br />�� �►/� f®■ <br />/F.IRECAST <br />•... PLAN)-- '/ <br />_ <br />- . .-LOCATION.VERTIC' <br />Milli <br />■■lll <br />Ill■■ <br />Milli <br />11�1� <br />■■ill <br />li!■■ <br />MIIII <br />11lI� <br />■■ill <br />WEE <br />�Illl <br />Illy <br />■■N <br />Ill■■ <br />MIIII <br />1111m <br />2-16d NAILS * 24' O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />2x CRIPPLES * 16 OG. <br />, , <br />°° <br />° ° 5/8' o ' 'J' <br />CHORD OR BLOCKING <br />BOLT OR <br />2x BLOCKING * EACH END W/ 10d <br />10d 0 8° O/C <br />= 5/8' 0 HILTI KWIK <br />2x STUD * 24' <br />* 4' O.G. FROM EACH HEADER <br />�/S <br />TgNO <br />BOLT II W/ MIN. 8' <br />EMBEDMENT <br />O.G. MAX <br />FACE t0 BLOCKING <br />PROVIDE HILTI X-CF NAILS <br />(2) 2x HEADER <br />2x P.T. PLATE OR EQUAL * 12' O.C. <br />PER PLAN <br />STAGGERED FROM BOT. <br />SEE A/53 FOR <br />0 UPLIFT= 3250+ (SYP *2 <br />PLATE TO CONCRETE <br />REIN. INFO. <br />2x BOTTOM PLATE W/ (1)10d * 8' <br />21S50 (SPF) <br />a' <br />VARIES O.G. TO EACH HEADER FACE <br />NOTE: <br />• A 1. <br />PLATE LENGTHS MUST BE BOTTOM SPLICE <br />AT LEAST 8'-0" LONG. TYPICAL OVER STUD <br />TYPICAL INTERIOR NON- <br />2 x ro (MIN.) FRAME <br />` <br />BEARING WOOD FRAME WALL j <br />WALL HEADER DETAIL 1 <br />TOP PLATE SPLICE DETAIL 1„1 <br />SCALE: N.T.S. 5 <br />LISP I�TTi6 N <br />SCALE: N.T.S. 54 <br />SCALE: N T S. 54 <br />F= 2240 LBS <br />SCALE: NTS rjA <br />Lin <br />DOOR OPENING <br />DOOR OPETIING <br />DOOR OPENING—%t <br />NOTE <br />EXTERIOR) <br />❑ <br />❑ <br />FolID <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE FOR BEAM DEPTH >22' PROVIDE A 4' x 4' INSPECTION PORT <br />WALL ❑ ❑ ❑ a EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. <br />Q2 VERIFY THAT ALL RE INFORCEMENT WAS BEEN PLACED <br />- - - - PROPERLY. <br />-- - - - - - - - - Fill <br />lSt COARSE 2ND COARSE 3RD COARSE Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE ® OPENINGS LESS THAN OR EQUAL TO 6'-C' IN WIDTH DO NOT <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. FLOOR PLAN. <br />HEADER SUPPORT <br />NO. OF JACKS 4 STUDS <br />REQ. AT OPENINGS <br />LNG <br />2' x 4' WALL <br />2' x 6' WALL <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SOS <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4' <br />(U <br />(2) <br />(1) <br />(2) <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />V-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />US USFFUS <br />C <br />P SPT4 �4 USP SPT4 SPT24 <br />SPT4 <br />ROOF TRUSS ABOVE <br />2X4 TOP PLATE <br />2X4 STUDS * 24' O.G. � � \ \ <br />OVERLAPPING 2X4 BLOCKING <br />1 <br />ILED <br />/8'AO' 'J' BOL NfWAMNje. <br />* 24' O.C. MAX INTO <br />10d NAILS * 6' (2) Ibd TOE NAILS <br />MIN (1) PER TRANSOM <br />STAGGERED EA. BLOCKING <br />TRANSOM FRAMING <br />1" 1A50NR-T- LAYOUT j� <br />TYPICAL FILLED LINTEL <br />]ASSEMBLY G <br />�c I� PLAT£ <br />X4 P.T. <br />SEE SECTION AA/Sl <br />SCALE: NLTS. CJ. 4 <br />MEN SCALE: N.T.S. 51� <br />FOR <br />REE( <br />PLATE <br />ADDITTIIONALLDDETAILS <br />ENTRY ALL ABOVE <br />REQUIRED CO 9�c�O�NS <br />SPT22 <br />° KA. BLOCK W/(I) <br />2X CRIPPLES * 161 O.C. <br />W/ LISP SPT24 TYP. <br />2-ROI1S 12d NAILS STAGGERED <br />* 12 O/C EACH FACE OR <br />LISP SPT4 <br />RECESS <br />CHOR BOLTS * 24' <br />SPT4 LISP SPT4 <br />O G• MAX <br />5 CONT. 4 <br />FILLED <br />TOP AND BOTTOM <br />3-ROWS 12d NAILS STAGGERED <br />LINTEL <br />ANCHOR BOLT <br />*WHEN STUD LENGHT <br />* 12' O/C FOR 2'x10' OR <br />11 2X4 P.T. PLATE <br />IS LESS THAN 12' USE <br />GREATER HEADER <br />A. ° . , ' : , , a; <br />ASONRY WALL <br />. , <br />LSTA30 STRAPS AT <br />EACH STUD WRAPPED <br />2X8 P.T.BOTiOM PLATE <br />C <br />.. .. , . <br />TRUSS BOTTOM CHORD OR <br />NAILED t0 HEADER <br />EACH SIDE W/ II - 10d <br />• � B <br />/8 xl0 J BOLT * 24 OC. MAX <br />. .. , .. , . <br />2x4 BLOCKING W/ 2-I6d TOE <br />NAILS <br />DOUBLE 2 X 12 02 SYP <br />G <br />(MIN. (2) PER BOTTOM PLATE) <br />NAILS *EACH END <br />CJ�, HEADER W/ I/2' FLITCH <br />LISP <br />C <br />, . <br />10d NAILS * 8' <br />PLATE (UNA.) <br />LISP SPT <br />SPt14 <br />SPT4 <br />. <br />w <br />O/C TYP. <br />FILLING AND BLOCKING AS <br />z <br />'`r <br />REQUIRED FASTENED TO <br />10d NAILS * 6 O.G. <br />3 5/8' 25 GA MSG <br />� <br />N <br />DOUBLE 2'x4' <br />HEADER W/ (1) ROWS OF 12d <br />♦ \ <br />4' A <br />STAGGERED <br />STEEL TRACK RUNNER <br />CRIPPLE STUD <br />� <br />Ib O/C UNLESS NOTED <br />� <br />\ \ <br />STAGGEI�D <br />TRANSOM FRAMING <br />.,. . <br />, <br />3 5/8 STEEL STUD * 24 <br />TYPICAL (UND) <br />OTHERWISE <br />\ <br />o 0 <br />BEYOND. —� <br />O.C. MAX W/ (2) NO.8 x 5/8' <br />\ <br />O <br />.� :, �' <br />WAFER HEAD SELF <br />2'x4' STUDS TYP. <br />♦ <br />\ <br />TRANSOM <br />FRAMING <br />PLYWOOD <br />DRILLING * TOP 4 BOTTOM <br />SEE FOR <br />TRANSOM FRAMING <br />\ <br />O <br />PLYWOOD FASTENED TO TRUSSES <br />SHEATHING <br />. , . <br />3 5/8 25 GA MSG <br />PLAN REQUIRED <br />CONNECTIONS <br />SEE SECTION AA/51 AND <br />WITH 8d COMMON WIRE NAILS * 4' <br />STEEL TRACK RUNNER <br />BB/SI FOR ADDITIONAL <br />O/C R 6' O/C EDGES <br />B <br />W/ HILTI X-GF NAILS OR <br />O�p,� <br />DETAILS <br />4 5'O/C FIELD <br />EQUAL * 12"O.C. <br />Xb WI.4XWI.4 WWF OR <br />c�Y/, <br />P T BOt. PLATE <br />USP <br />PLYWOOD <br />FIBERMESH <br />SPT22 <br />SI$ATHING <br />• - - - <br />.. HOLD DOWN CONNECTIONS <br />RECESSL <br />USPSPT <br />MASONRY WALL BELOW <br />ANCHOR BOLTS * 24' O.G. MAX <br />NOT REQUIRED * BEARING <br />sr�4 <br />(MIN (2) PER BOTTOM PLATE) <br />TYPICAL INTERIOR NON- <br />WALLS WITHOUT UPLIFT <br />BLOCK COURSING 6 CORNER INTERSECTION <br />CPLATE <br />BEARING METAL <br />FRAME W LL <br />WALL HEADER DETAIL ra <br />° •. A. <br />�'°2X8 <br />• <br />Pt. BottoM <br />SCALE: 3/4' =1'-m' S�' <br />SCALE: N.TS. �4 <br />SCALE: N.T.S. �4 <br />FRAMING DETAILS ,ABOVE ENTRY R <br />AO' 'J' BOLTS * 24' O.G. MAX <br />SCALE: N.T.S. cJ� <br />(MIN. (2) PER BOTTOM PLATE) <br />1: DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.donscoengineedng.com <br />CA 25948 <br />o <br />CDIn <br />w <br />0 <br />ON� <br />Im v <br />amM <br />L'4MN <br />Q O L-Li <br />Z <br />It �00 <br />w1 <br />W <br />Lu <br />JCD <br />H <br />LU <br />W Z <br />= w <br />0 <br />U <br />0 0 Lu <br />r Z <br />Z Z <br />Q U <br />0 <br />z 1- <br />5 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL, PLANS AND SPECIFICATIONS <br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING <br />CODE, SECTION R301 FOR 119.9 MPH, 3 SE-C. GUST, <br />EXPOSURE -C" ENCLOM (INTERNAL PRESSURE <br />COEFFICIENT = 20.181 WINO ZONE (2004 EDITION, <br />INCLUDING 2006 & 2006 SUPPLEMENTS). <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT S SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />©2007•THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00 / 06.14.07 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />DEC 15 2008 <br />SHEET TITLE: <br />SECTION, DETj ROTES <br />SHEET INF T <br />JOB NO.: kNp 077 <br />DATE ISSUED: 0 . 4.0 <br />DRAWN BY: T <br />REVIEWED BY: DZ <br />S4 <br />c,O <br />00 <br />r <br />_Z <br />0 <br />J <br />D <br />m <br />00 <br />N <br />Ir- <br />04 <br />Ln <br />M <br />T_ <br />