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....31111_L 1111 ! u6mm <br />��VENT <br />OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FIN15H <br />TYPICAL G.M.U. WALL <br />5TANDARD 3" DIA. TEE <br />3/4" FURRING 5TRIP5 <br />THREADED 3" DIA. EXTEN51ON <br />1/2" 6YP5UM BOARD <br />SCREW OFF GAP (3" DIA.) <br />W/ DRYWALL 5GREW5 <br />FOR GLEAN -OUT <br />D 8" O.G. 4d <br />MIN. EXTEN51ON FROM EXTERIOR <br />N <br />DRYWALL NAILS <br />FACE OF BLOCK HALL 15 1 1/2" <br />MAXIMUM EXTEN51ON FROM <br />EXTERIOR FACE OF BLOCK HALL <br />15 2 1/4" <br />TO DRAIN <br />WALL CLEAN —OUT ,4 <br />56ALE: N.T.5. 5� <br />REFER TO 50H... PAGE5 FOR <br />IN5TALLATION INFORMATION BY MANUFAGTURER. <br />T''FICAL 5E:CTION THRU WIND0W <br />54 <br />e <br />iMINE <br />Mum <br />r <br />ii7-- <br />Him <br />MEMIN <br />---- �Lm <br />�! <br />_01 <br />MAINE <br />1111M <br />101MIMMIEN <br />m <br />VERTICAL WALL REINF. DETAIL <br />SCALE : NTS <br />5LOCK COURSING CORNER INTE:R5E:CTION <br />SCALE: 3/4"=1'-0" <br />1 5/8' g' 1 5/8' g' 1 5/8' 8' <br />❑ SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR SAW GUT TO 10 1/2' ❑ SAW GUT TO 10 1/2' <br />WALL ❑ ❑ <br />xr <br />DOOR OPENING DOOR OPENING <br />EXTERIOR ❑ ❑ 11:71 <br />WALL ❑ ❑ ❑ <br />--o---------FLI --- o_-- <br />16T COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />1" FASONR'' LA"''OUT D <br />SCALE: N.T.S. 5� <br />50LID AREAS ARE <br />STEEL AND GROUT <br />FULL Sx&xl6 BLOCK <br />DOOR OPENING—C <br />PARTY <br />WALL # 5 VERTICAL REBAR FROM <br />FND. TO K.O. BLOCK <br />UNIT FILLED SOLID W/ GROUT <br />❑ ❑ ❑ ❑ <br />El <br />UNIT <br />❑ <br />15t COURSE <br />SCALE; 3/4"=1'-011 <br />❑ ARTY <br />WALL <br />CAL REBAR FROM <br />;.0. BLOCK <br />LID W/ GROUT <br /># 5 VERTICAL REBAR FROM 1/2 BLOCK <br />FND. TO K.O. BLOCK <br />FILLED SOLID W/ GROUT <br />❑❑, a❑ <br />1/2 BLOCK ❑ <br />2rd COUR5E E2 <br />SCALE: 3/4"=1'-0" <br />5LOC,< COURSING DETAILS 4 WALL INTERSECTIONS <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ C I) <br />"5 FOR CONCRETE PLACEMENT <br />- <br />rim, <br />-- <br />• - <br />- • •- • � •' <br />�1911 <br />IIII� <br />■III <br />II!■■ <br />■ <br />III <br />NINE <br />�Ilil <br />III <br />�illll <br />Ilil� <br />■�I�i� <br />IiI�■ <br />1lil <br />1��1� <br />NOTES: <br />1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4' INSPECTION PORT <br />0 EACH VERTICAL REBAR 4 DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN f-LAGED <br />PROPERLY. <br />O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, <br />® OPENINGS LESS THAN OR EQUAL TO 6'-O' IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />T1'FfC,4L FILLED LINTEL 455EM5L T' <br />SCALE: N.T.S. '5.4 <br />TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-16d TOE <br />NAILS 6 EACH END <br />1 <br />u <br />3 5/43' 25 GA. MSG <br />STEEL TRACK RUNNER <br />3 5/8' STEEL STUD 6 24' <br />O.G. MAX W/ (2) NO. 8 x 5/8' <br />WAFER HEAD SELF <br />DRILLING -STOP 4 BOTTOM <br />3 5/S' 25 GA. MSG <br />STEEL TRACK RUNNER <br />W/ HILTI X-CF NAILS OR <br />EQUAL 6 12' O,C. 6X6 WIAXWIA WWF OR <br />FIBERME5H <br />—q_.� .� — —8 <br />a <br />TiFICAL INTERIOR NON — <br />BEARING METAL FRAME FALL N <br />SCALE: N.T.S.��4 <br />SCALE: 3/4"=11 _0" <br />TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-16d TOE <br />NAILS EACH END <br />U <br />z OL <br />2x TOP PLATE <br />`n <br />2-16d NAILS 9 24' O.G. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD ID 24' <br />O.C. MAX. <br />PROVIDE HILTI X-CF NAILS <br />2x P.T. PLATE <br />OR EQUAL g 12' O.C. <br />STAGGERED FROM BOT. <br />SEE A/,' FOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />TYFICAL INTERIOR NON- <br />BEARINGI: WOOD FRAME WALL <br />SCALE: N.T.S. 54 <br />HEADER SUPPORT <br />NO. OF JACKS 4 STUDS <br />REQ, AT OPENINGS <br />OPENING <br />2' x 4' WALL <br />2' x 6' WALL <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />2X CRIPPLES a 1(o' O.C, <br />W/ USP 5PT24 TYP, <br />TOP AND BOTTOM <br />WHEN STUD LENGHT— <br />15 LESS THAN 12' USE <br />L5TA30 STRAPS AT <br />EACH STUD WRAPPED <br />OVER TOP PLATE 4 <br />NAILED TO HEADER <br />EACH SIDE W/ II - 10d <br />NAILS <br />10d NAILS ip <br />O/C TYP. <br />DOUBLE 2'x4' <br />CRIPPLE STUD) <br />TYPICAL (UN.O.) <br />3rd COURSE E:3 <br />SCALE: 3/4"=P-�" <br />DOUBLE 2x TOP <br />PLATE <br />PARTY <br />WALL � ❑ <br /># 5 VERTICAL REBAR FROM <br />FND. TO K.O. BLOCK <br />FILLED SOLID W/ GROUT <br />❑❑ <br />1/2 BLOCK <br />4th COURSE rE.4 <br />5GALE. 3/4"=1'-0" J <br />INDICATES CELL TO BE FILLED SOLID W/ GROUT <br />(NO #5 REQUIRED) (U.N.O. ON PLAN) <br />2x CRIPPLES a1 16' O.G. <br />2x BLOCKING e EACH END W/ 10d <br />v 4' O.C. FROM EACH HEADER <br />FACE TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 10d 8' <br />O.C. TO EACH HEADER FACE <br />2 x ro (M INJ FRAME <br />WALL I4E ,4DER DETAIL 1 <br />SCALE: N.T.S. <br />USP <br />SP 6PT4 5PT24 <br />2x4 STUDS 6 24' O.G. <br />-0, <br />/8'xIO' "J' BOLT <br />fit 24' O.G. MAX. <br />MIN, (2) PER <br />BOTTOM PLATE <br />SECTION 2X4 P.T. <br />PLATE <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />a 12' O/C EACH FACE OR <br />3-ROW5 12d NAILS STAGGERED <br />to 12' O/C FOR 2'xlO' OR <br />GREATER HEADER <br />WALL HEADER DETAIL p <br />SCALE: N.T.S. <br />DOUBLE 2 X 12 02 SYP <br />HEADER W/ 1/2' FLITCH <br />PLATE (UN.O.) <br />FILLING AND BLOCKING AS <br />REQUIRED FASTENED TO <br />HEADER W/ (2) ROWS OF 12d a <br />16' O/C UNLESS NOTED <br />OTHERWISE <br />2'x4' STUDS TYP <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />P.T. BOT. PLATE <br />5PT4 <br />U5P 5PT <br />\K \ <br />TRANSOM FRAMING \\, . <br />SEE SECTION AA/51 AND x\ \ <br />B15/51 FOR ADDITIONAL \I\- <br />DETAILS \\ <br />LINTEL I/ <br />- 4 4 .4 C <br />O G . A <br />G <br />D <br />PART <br />WALL <br />TOP SPLICE <br />�• 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) <br />TgNccc � \ <br />PLATE LENGTHS MUST BE BOTTOM SPLICE-/ <br />AT LEAST 8'-0" LONG. TYPICAL OVER STUD <br />TOF FL,4TE SFLICE DET,4 <br />SCALE: N_T.5. <br />F= 2240 LBS <br />USP <br />USP 5PT4 5PT24 <br />\\�\ AILED <br />\\� \ INTO <br />\\ \ TRANSOM <br />TRANSOM FRAMING FRAMING <br />FRAMING <br />SEE SECTION AA/SI \ <br />AND 55/51 FOR \\\ <br />ADDITIONAL DETAILS �u <br />RECESS <br />LINTEL <br />a <br />a 4.. <br />r <br />U5P <br />SPT24 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />u5P - <br />SPT22 <br />USP <br />SPT4 <br />Od @ 8" O/C <br />C <br />SP 5PT22 <br />SPT4 USP SPT4 <br />M <br />5.4 <br />u <br />❑ 1/2 BLOCK <br />CONTINUE BLOCK PATTERN <br />❑@ FILLED CELL STAGGER <br />ALL VERTICAL JOINTS <br />5 t h COURSE: E5 <br />5GALE: 3/4"=1'-0" <br />SPT4 <br />2X4 TOP PLATE <br />OVERLAPPING <br />-10d NAILS ,m (o' <br />STAGGERED <br />t <br />ANCHOR BOLTS a 24' <br />O.C. MAX <br />�I����hP7►1s - - • <br />2X8 P,T. BOTTOM PLATE <br />5/6'xl0' 'J' BOLT is 24' O.C, MAX, <br />(MIN. (2) PER BOTTOM PLATE) <br />SPT4 <br />,-10d NAILS a <br />4' <br />A <br />STAGGERED <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS 9 4' <br />O/C BOUNDARIES 6' O/C EDGES <br />4 8' 0/C FIELD <br />MASONRY - <br />USP WALL BELOW <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />5/6'XIO' 'J' BOLTS is 24' O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />2) <br />ROOF TRU56 ABOVE <br />/- 2x4 BLOCKING <br />"�(2) 1(od TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK WIN) <br />05 CONT. 4 <br />FILLED <br />ANCHOR BOLT <br />MASONRY WALL <br />C <br />10d NAILS a 6' O.G. <br />STAGGERED <br />TRAN50M FRAMING <br />0 o BEYOND. <br />PLYWOOD <br />o SHEATHING <br />PLYWOOD <br />SHEATHING <br />ANCHOR 5OLT5 m 24' O.C. MAX. <br />4—(MIN. (2) PER BOTTOM PLATE) <br />FRAMING DETAIL5 ABOVE ENTRY <br />SCALE: N.T.S. 5,4 <br />r <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.donscoengineedng.com <br />Ln <br />w <br />0 5? <br />Z <br />�J%W <br />a0°N <br />0 WJ ap <br />M <br />zH <br />Lu E <br />W <br />W <br />_j <br />z <br />o <br />co <br />Cn <br />W <br />W <br />0 <br />0 <br />Z <br />GO <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 200/ FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING 2009 SUPPLEMENT(, SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />ENCLOSED [INTERNAL PRESSURE COEFFICIENT = ±0.181 <br />WIND LONE. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />ARER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02010-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAIITHORILED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />02.02.09 <br />1.0 2007 FBC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2.00 GP FIREWALLS <br />07 28.10 <br />3.00 ADD ALT. R <br />SHEATHIN FOR TILE F <br />VERSION NO.3.00 / 07.28.10 <br />CA 25948 <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 />••♦�J�EI II���AL: <br />• <br />• r <br />* r <br />�1 <br />11011 am <br />O�; : �• <br />�''•••.;;,; TITLE: <br />SECTIONS, DETAILS, NOTES <br />SHEET INFORMATION: <br />JOB NO.: 290127 <br />DATE ISSUED: 02.02.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH/AS <br />S4 <br />I <br />L J <br />