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1/2" MINIMUM GEMENT FIN15H \ <br />STANDARD 3" PIA. TEE <br />THREADED 3" PIA. EXTEN510N <br />SCREW OFF GAP (3" DIA.) <br />FOR GLEAN -OUT 1 <br />MIN. EXTB45ION FROM EXTERIOR <br />PAGE OF BLOCK WALL 15 1 1/2' <br />MAXIMUM EXTa6ION FROM <br />EXTERIOR FAGS OF BLOGK WALL <br />15 2 1/4" <br />,VENT OR 2NO FLOOR <br />TYPIGAL G.M.U. WALL <br />3/4" FURRING 5TRIP5 <br />112" 5YP5UM BOARD <br />W/ DRYWALL 5GREW5 <br />® 8" O.G. OR 4d <br />DRYWALL NAIL5 <br />TO DRAIN <br />WALL CLEAN -OUT ,4 <br />5GALE: N.T.5. S, <br />REFER TO 5DW... PAC7E5 FOR <br />IN5TALLATION INFORMATION BY MANUFACTURER. <br />T1'PIG,4L. SECTION THRU WINDOW B <br />54 <br />SOLID AREAS ARE <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR ❑ SAW CUT TO 10 1/2' ❑ SAW CUT TO 10 1/2' ❑ <br />WALL <br />DOOR OPENING DOOR OPENING <br />EXTERIOR <br />WALL ❑ ❑ <br />_—o---------ED --- o-- <br />15T 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 IV DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONR*' LA'rOUT rD=�� <br />SCALE: N.T.S. <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL SxSxl6 BLOCK <br />DOOR OPENING <br />BLOOD COURSING CORNER INTERSECTION C <br />SCALE: 3/4' = I' -m' 54 <br />PARTY <br />WALL # 5 VERTICAL REBAR FROM <br />FND. TO K.O. BLOCK <br />UNIT FILLED SOLID W/ GROUT <br />El 0 E <br />UNIT <br />1st COURSE1 <br />SCALE: 3/4' =1' -O' S <br />PARTY <br />WALL <br />WARN <br /># 5 VERTICAL REBAR FROM <br />FIND. TO K.O. BLOCK <br />FILLED SOLID W/ GROUT <br />1/2 BLOCK <br /># 5 VERTICAL REBAR FROM <br />FIND. TO K.O. BLOCK <br />1/2 BLOCK <br />❑ ❑ <br />� <br />� <br />FILLED SOLID W/ GROUTTil <br />1/2 BLOCK <br />❑ <br />1/2 BLOCK <br />❑ <br />2nd COURSE E2 <br />SCALE:3/4"=1'-0" S4 <br />BLOCK COUf25INCs DETAILS 4 WALL INTERSECTIONS � E <br />KNOCK-OUT7 <br />NOTCH LINTEL WHERE REQUIiRED <br />BLOCK UJ/ C1) �'5 FOR CONCRETE PLACEMENT 1 <br />-- <br />� _ <br />Milli <br />III1m <br />■EIII <br />HINE <br />Milli <br />■■III <br />III�� <br />�IIII <br />I111� <br />■mill <br />'leim■ <br />MOI <br />■■11i <br />111■■ <br />M1111 <br />1111100 <br />—� NOTES: <br />1O1=ILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE. FOR BEAM DEPTH >22', PROVIDE A 4' x 4' INSPECTION PORT <br />'w EACH VERTICAL REBAR E DIRECTLY ABOVE THE LINTEL. <br />O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY, <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO i I)' IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYFIG,4L FILLED LINTEL ,45SEM5LY � <br />SCALE: N.T.S. S ,I <br />TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-1111 TOE <br />NAILS o EACH END <br />w <br />Q <br />3 5/8' 25 GA. MSG <br />STEEL TRACK RUNNER <br />3 5/8, STEEL STUD e 24' <br />O.G. MAX W/ (2) NO. 8 x 5/8' <br />WAFER HEAD SELF <br />DRILLING 0 TOP f BOTTOM <br />3 5/6' 25 GA. MSG <br />STEEL TRACK RUNNER <br />W/ HILTI X-CF NAILS OR <br />EQUAL 12' O.G. 6X6 WIAXWIA WWF OR <br />FIBERMESH <br />a <br />----417----8 —'�.. <br />TYPICAL INTERIOR NON - <br />BEARING METAL FRAME WALL � <br />SCALE: N.T.S. S� <br />SCALE:3/4"=1'-0" S4 <br />TRUSS BOTTOM CHORD OR <br />2x4 BLOCKING W/ 2-111 TOE <br />3rd COURSE E3 <br />SCALE: 3/4"=1'-0' C 4 <br />NAILS 9 EACH END DOUBLE 2x TOP <br />PLATE <br />L <br />PART <br />WALL <br />—# 5 VERTICAL REBAR FROM ICJ <br />FIND. TO K.O. BLOCK <br />FILLED SOLID W/ GROUT —1 ❑ ME ❑ <br />1/2 BLOCK <br />4th COURSEKE4 <br />SCALE:3/4'S� <br />DINDICATES CELL TO BE FILLED SOLID W/ GROUT <br />(NO #5 REQUIRED) (U.N.O. ON PLAN) <br />2x TOP PLATE -) <br />2-16d NAILS 9 24' O.C. OR <br />2x CRIPPLES s IV O.G. <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x BLOCKING a EACH END W/ 10d <br />2x STUD e 24' 4' O.C. FROM EACH HEADER <br />O.G. MAX. <br />FACE TO BLOCKING <br />PROVIDE HILTI X-CF NAILS (2) 2x HEADER <br />2x P.T. PLATE OR EQUAL e 12' O.C. PER PLAN <br />SEE A/53 FOR STAGGERED FROM BOT. <br />REINF. INFO. PLATE TO CONCRETE 2x BOTTOM PLATE W/ (1) 10d g 8' <br />VARIES O.C. TO EACH HEADER FACE <br />a <br />a <br />a n �. <br />TYPICAL INTERIOR NON- 2 x ro (MIN.) FR,4ME <br />BEARING WOOD FRAME WALL j W,4LL HE,4DER DETAIL 1 <br />SCALE: N.T.S. S� SCALE: N.T.S. �54 <br />HEADER SUPPORT <br />NO. OF JACKS s 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 6 16' O.0 <br />W/ USP 6PT24 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 E <br />NAILED TO HEADER <br />EACH 51DE W/ 11 - loci <br />NAILS <br />led NAILS 9 <br />O/C TYR <br />DOUBLE 2'x4' <br />CRIPPLE STUD <br />TYPICAL (UND.) <br />�0 <br />NL'7 <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />12' O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />tv 12' O/C FOR 2'xlO' OR <br />GREATER HEADER <br />0 <br />• HOLD DOWN CONNECTIONS <br />NOT REQUIRED o BEARING <br />WALLS WITHOUT UPLIFT <br />WALL HE�4DER DET,41L <br />SCALE: N.T.S. <br />DOUBLE 2 X 12 "2 SYP <br />HEADER W/ 1/2' FLITCH <br />PLATE (UxO.) <br />FILLING AND BLOCKING AS <br />REQUIRED FASTENED TO <br />HEADER W/ (2) ROWS OF 12d <br />I6' O/C UNLESS NOTED <br />OTHERWISE <br />2'x4' STUDS TYP. <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />P.T. BOT. PLATE <br />USP <br />iZF SPT4 5PT24 <br />2X4 STUDS 9 24' O.C. <br />?'-m' <br />L__fl <br />/8'xl0' 'J' BOL <br />e 24' O.G. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2X4 P.T. <br />PLATE <br />SPT4 <br />USP SPT <br />1/2 BLOCK <br />CONTINUE BLOCK PATTERN <br />❑® FILLED CELL STAGGER <br />ALL VERTICAL JOINTS <br />5th COURSE <br />$CALE:3/4'=1'—�" S� <br />TOP SPLICE <br />�2 ROWS loci ®3" O.C. (14 NAILS TOTAL) <br />Od 0 8" O/C <br />PLATE LENGTHS MUST BE BOTTOM SPLICE) <br />AT LEAST 8'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL 1" I <br />SCALE: N.T.S.5 <br />F= 2240 LBS <br />1 <br />)AA <br />AILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />SEE SECAND BB/ADDITIOSP SPT22 <br />5PSPT4 USP 5PT, <br />a <br />e. a Qe. <br />USP <br />•r; <br />Nt\ <br />AILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMINGSEE SECTION AA/SIBB/51 FOR ADDITIO <br />DETAILS <br />LINTEL <br />A Ga. <br />D <br />USP <br />SPT22 <br />USP <br />SPT4 <br />5F'T4 <br />ROOF TRUSS ABOVE <br />2X4 TOP <br />2X4 BLOCKING <br />�(2) 16d TOE NAILS <br />10d NAILS -9 6' <br />A. BLOCKING <br />STAGGERED <br />2X8 WALL ABOVE <br />ENTRY <br />KO. BLOCK W/(1) <br />NCHOR BOLTS e 24' <br />wo CONT. d <br />O.G. MAX <br />FILLED <br />ANCHOR BOLT <br />2X4 P.T. PLATE <br />MASONRY WALL <br />2X8 P.T. BOTTOM PLATE C <br />5/8'xlo' 'J' BOLT f 24' O.G. MAX <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SP SPT4 <br />loci NAILS g loci NAILS a 6' O.C. <br />4' A STAGGERED <br />STAGGERED TRANSOM FRAMING <br />0 o BEYOND. —�- <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES orE SHEATHING <br />WITH 8d COMMON WIRE NAILS 4' <br />O/C BOUNDARIES 6' O/C EDGES B <br />4 8' O/C FIELD <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8'AO' 'J' BOLTS m 24' O.C. MAX <br />(MIN. (2) PER BOTTOM PLATE) <br />PLYWOOD <br />SHEATHING <br />MASONRYtANCHOR <br />WALL BELOW <br />BOLTS 0 24' <br />O.C. MAX. <br />. (2) PER BOTTOM <br />PLATE) <br />?,� <br />FRAMIN s DETAILS ABOVE ENTRY <br />R <br />SCALE: N.T.S. <br />C 4 <br />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 />o <br />un <br />w <br />z� <br />Ln <br />j rn � <br />zQmA� <br />� (M <br />Q 0 u <br />OD <br />Z ~ O' <br />w <br />_j <br />W <br />z <br />0 <br />J ko <br />ko <br />W Z <br />= w O <br />(� U <br />w <br />p O <br />= Z <br />Z Z <br />Q U <br />O <br />Z�� <br />ZD <br />Q ZD <br />F- <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH THE FLORIDA RESIDENTIAL BURRING <br />CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT = i0.181 WIND ZONE )2004 EDITION, <br />INCLUDING. 2005 & 20D6 SUPPLEMENTS). <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND STALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWINGONY. <br />02DOZ-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 />)JUL 0 3 2008 <br />SHEET TITLE: <br />SECTION, DETAILS, NOTES <br />SHEET INFORMATION: <br />JOB NO.: 270757 <br />DATE ISSUED: 06.14.07 <br />DRAWN BY: TJB <br />REVIEWED BY: DZ <br />S4 <br />M <br />0 <br />z_ <br />J_ <br />m <br />00 <br />N <br />04 <br />L0 <br />i <br />M <br />V_ <br />r <br />