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<br />I <br /> <br /> <br />PRECAST "u" LINTEL WI 1-#5 CONT. IN <br />GROUT @ OPNGS. 6'-0" & OVER. <br />PRECAST "U" LINTEL ALL OPENINGS <br />UNDER 6'-0". <br /> <br />STD. 900HOOK (TYP.) <br /> <br />TYP. BOND BEAM <br />8" x 8" x 16" K.O. <br />LINTEL BLOCK <br />FILL W I GROUT & <br />1 #5 DIA. REBAR MIN. LAP 25" <br />(ACI 530) <br /> <br />STD. 90 DEGREE <br />ANGLE Wf1 #5 DIA. <br />REBAR MIN. LAP 25" <br />(ACI 530) <br /> <br />INDICATES FILLED <br />CELL FROM FTG. TO <br />BEAM WITH 1 #5 <br />BAR MIN. LAP 25" <br />(ACI 530) <br />8" x 8" x 16" <br />C.M.U. <br /> <br />TYP. DOWEL 25" <br />MIN. LAP (ACI 530) <br /> <br />SEE FOOTING DETAIL <br />TYP. MONO. FTG. <br /> <br />I. SEE FOUNDATION PLAN J <br />FOR LOCATIONS <br /> <br />BLOCK WALL/REINFORCEMENT <br />SCALE: N.T.S. <br /> <br /> <br />20" MIN. LAP <br /> <br />1 <br /> <br />Ai' VVV <br /> <br />1 <br /> <br />v v V I ,~' ':Q<X,,'.;;o<:X, ~ '.xx.,' ? vV', ~v, V'Io <br /> <br />~ #3 OR #4 REINFORCING BAR <br /> <br />#3 & #4 LAP SPLICE <br /> <br />#5 REINFORCING BAR <br />~.., <br />~ <br />0>. <br /> <br /> <br />25" MIN. LAP l' <br /> <br />.m XX~~E~R~:: '%<< 'V' <br /> <br />#5 LAP SPLICE <br /> <br />~I <br /> <br />-1 36" MIN. LAP 1 <br /> <br />~ ,yy~~ ~~^~~~~~~~:;~~~;~~^~~^~~ :I~/ , <br /> <br />#6 LAP SPLICE <br /> <br />10" <br /> <br />TYPICAL REBAR SPLICE DETAIL <br /> <br /> <br />#5 STD. 900 HOOK <br /> <br />SCALE: N.T.S. <br /> <br /> <br />A-2 <br />~ <br /> <br />3/4" <br />GROUT COVER <br /> <br />EXISTING MASONRY WALL <br /> <br /> <br />EXISTING FOUNDATION <br /> <br />3/16" DIA. TAPCONS <br />@ 24" O.C. <br />STAGGERED <br /> <br />EXISTING FOUNDATION <br /> <br />3/16" DIA. TAPCONS <br />@ 24" O.C. <br />STAGGERED <br /> <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br /> <br />A-2 <br /> <br />FOR OVERHANGS BElWEEN 11/2" TO 3 1/2' <br /> <br />CD SECTION <br /> <br /> <br />RETROFIT OVERHANG DETAIL <br /> <br />3-31-04 D.M, N.T.S. <br /> <br />L <br /> <br />LINTEL BEAM: <br />1 COURSE LINTEL <br />BLOCK WI 1 # 5 <br />BAR & GROUT <br />MIN. 25" LAP <br />SPLICE (ACI 530) <br /> <br />3 1/2" 3000 P.S.1. CONC. SLAB <br />OVER 6 MIL V.B. OVER CLEAN <br />COMPACT. TERMITE TREATED <br />EARTH FILL REINFORCED WITH <br />6x6 W1.4xWl.4 WWF ~~ <br /> <br />. ... . . . ... . .. ' ... . . . .. . . '... . <br />. · .....-1.. <br />I .,. ..~. ';. ..' <br />.'"4,. '. <br />.. . .. ' .. <br />. '0.. IL <br />.... .... <br /> <br /> <br />,g <br /> <br />r\ON-SHEARWALL SEGMENT <br /> <br />TYPICAL SHEARWALL SEGMENT <br />ALL SHEARWALL SEGMENTS CONSIST OF A FILLED <br />CELL EACH END WITHOUT AN OPENING BETWEEN. <br />SEE FLOORPLAN FOR FILLED CELL LOCATIONS. <br /> <br />FILLED CELL: <br />FILL BLK. CELLS WITH <br />GROUT Or-..E #5 @ LOCATIONS SHOWN <br />ON THE FOUNDATION PLAN <br />AND FLOOR PLAN. <br />MIN. LAP 25" (ACI 530) <br /> <br />TOP OF S~~ -@ <br /> <br />NOTE: <br />SECTION BETWEEN DOWN RODS <br />ARE CONSIDERED SHEARWALLS <br />UNLESS OPENINGS ARE BETWEEN <br />THEM. <br /> <br />TYP. SHEARWALL SECTION <br /> <br />SCALE: N.T.S. <br /> <br />9/16/03 TH <br /> <br /> <br /> <br />>- <br />0::: <br />Z <br />o <br />(J) <br /><( <br />~ <br />L.l.. <br />o <br />W <br />U <br />~ <br />I- <br />::) <br />U <br />~ <br />(j) <br /> <br />_______ EXISTII\G U-BLOCK WI 1 #5 CONT, <br /> <br />LJJ <br />U <br />:J <br />a. <br />(j) <br />a. <br />::s <br /> <br />I.!) <br />N <br /> <br />TYP. TIE BEAM FILLED SOLID <br />WI GROUT & 1 #5 REBAR CONT. <br /> <br />FASTENERS (SEE OPT.) <br /> <br />USP SPT4 W/6 - 10d x 11/2" <br /> <br /> <br />STANDARD HOOKS W/25" <br />MIN. SPLICE <br /> <br />TYP. FilLED CELL W <br />GROUT & <br />1 #5 REBAR VERT. <br /> <br />8" C.M.U. <br /> <br />INTERIOR BEARING WALL <br />INTERIOR SHEARWAlL <br />EXTERIOR FRAME WALL <br /> <br />2" X 4" P.T. WI 1/2" X 8" <br />"J" BOLTS @ 40" O/C (MAX) OR <br />1/2" X 6" EXPANSION ANCHORS <br />@ 40" O/C (MAX) OR <br />27/8" HILTI X-ONI NAIL @ 12" O/C (MAX) OR <br />1/4")Z5X 3" TAPCONS @ 16" O/C (MAX) <br /> <br />ASTE.NERS (SEE OPT.) <br /> <br />NOTE: ANCHORS TO BE <br />6" (MAX) FROM <br />TOP & BOTTOM <br /> <br />FRAME (EXT./BRG./SHEAR) WALL <br />TO MASONRY CONNECTION DETAIL <br /> <br /> <br />SCALE: N.T.S. <br /> <br />REV. 8-31-04 TH <br /> <br />1/2"~X 8" "J" BOLT @40" O/C SHEAR = 61 PLf <br />1/2"~X 6" EXPANSION ANCHOR @ 40. O/C SHEAR::; 61 PLF <br />27/8" HILT1 X-ONI NAIL @ 12" O/C SHEAR::; 140 PLF <br />1/4"s3X 3" TAPCONS @ 16" OIC SHEAR = 198 PLf <br /> <br />-#5X6' IN CONC. FILLED CELL <br /> <br /> <br />DRILL 3/4"X 5" MIN. HOLE <br />SET BAR IN EPOXY <br />CAP TO PREVENT LEAKAGE <br /> <br />#5X6' EMBEDDED INTO <br />EXISTING U-BLOCK LINTEL <br /> <br /> <br />FILL CELL FULL HEIGHT WI <br />NON-SHRINK GROUT <br /> <br />SECTION <br />SCALE: <br /> <br />#5X6' EMBEDDED INTO <br />EXISTING FOOTING <br /> <br />DRILL 3/4"X 5" MIN. HOLE <br />SET BAR IN SIMPSON <br />"SET" EPOXY OR EQUAL <br /> <br />EXISTING FOOTING <br /> <br />RETROFIT FILLED CELL DETAIL <br />1/2"=1'-0" <br /> <br />OVERHANG <br /> <br /> <br />FILL 1st 4 COURSES <br />SOLID WIGROUT <br /> <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br /> <br />FOR OVERHANGS BITWEEN 3/8" ~O 11/2' <br /> <br />NOTE: FOR OVERHANGS LESS TliAN 3/8'. NO REPAIR REQD. <br /> <br /> <br />CMU <br />MASONRY <br />WALL <br /> <br />CD <br /> <br /> <br /> <br />NOTES: <br />(1) IF RETROFIT FILLED CELL CONDITIONS <br />EXCEED (3) PER PROJECT CONTACT <br />ENGINEER OF RECORD FOR ADDITIONAL <br />INSTRUCTION. <br />(2) FOR PROJECTS IN HILLSBOROUGH <br />COUNTY, ALL FILLED CELLS MUST BE <br />WITNESS BY A LICENSE INSPECTOR OR <br />AN ENGINEER. <br /> <br />MASONRY CODES <br /> <br />5) MASONRY: <br />5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND AC1530. <br />5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1500 PSI. <br />5.3 MORTAR SHALL BE TYPE S. <br />5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE <br />FILLED WITH CONCRETE WHEN STEM WALL IS GREATER <br />THAN 24" TALL ABOVE GRADE <br />5.5 FILL CELLS SHOULD BE LOCATED AS INDICATED ON <br />FOUNDATION PLAN. <br />5.6 LINTELS SUPPLIED BY APPROVED MANUFACTURER: <br />1) FECP/CAST-CRETE CORPORATION <br />2) POWER CONCRETE <br />3) ALLIED PRECAST <br />4) LOTT <br /> <br />DBL. TOP PLATE <br />USP RSPT4 <br /> <br /> <br />2x4 CRIPPLE STUDS @ <br />16" OIC BETWEEN <br />HEADER & TOP PLATES <br />WIUSP SPT24 @ TOP & <br />BOTTOM (U.N.O.) WHEN <br />APPLICABLE. <br /> <br />USP MST A24 <br /> <br />'-OPENING~ <br /> <br />HEADER <br />PER PLAN <br /> <br />2x4 P.T. CRIPPLE STUD <br />ATTACHED TO MASONRY <br />PER DETAIL 3U/S2 <br /> <br />03/30105 <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />HEADER / WALL CONNECTION <br /> <br />SCALE: N.T.S. <br /> <br />U <br />--.J <br />--.J <br /> <br /><-" <br />2 <br />00::: <br />UW <br />(j)W <br />22 <br /><t:0 <br />02 <br />W <br /> <br /> <br /> <br />o <br />oM <br />2 <br />o <br />(j) <br />0::: <br />W <br />> <br /> <br />(Y) <br />o <br />~ (J) <br />~ 2 <br />('II <br />~ 0 <br />~ (j) <br />:;c > <br />o W <br />w 0::: <br />::J <br />(J) <br />(j) <br /> <br />l.iJ <br />::i!: a:: <br />Ww.i6~f2 <br />() ~ l.iJ f- <br />::i!: a ::i!: z <br />- x iIi ~::;) <br />1--051I:8 <br />o ll::oz:U <br />2 it::i!:~<( <br /><(O<(b <br />W ~1f~Z <br />o ~f5~8 <br />- l.iJ ~ CI) a <br />~ f-<(zz <br />,-Of-o<( <br />O ::;) cu - l.iJ <br />0' a:: CI) "" <br />OUJ<(z""" <br />" l.iJ UJ ~ ~ <br />"""- " z _ u.. <br />W ~QOo <br />oUJIl::f- <br />cr:: 2f5Qa <br /><t: l.iJ~~g <br />::) ~OZCXl <br />~ ...J - <br />O'o.~ -is <br />(j)UJIl::~""" <br />...J l.iJ ...J a <br />~ ~ ~ ~ <br /> <br />t!) <br />o <br />o <br />(\j 00 u.."': ~ <br />r--Q) of:rlo <br />~<D ~af!:! <br />(") Q) a:: a:: - <br />,l!"l l.iJo... ~ <br />~ q- Cl. 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DANSCO <br />ENGINEERING, LlC IS RESPONSIBLE FOR THE STRUCTURAL <br />INTEGRIT'( OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAW,r-.GS. <br />COtl.TRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE ATIENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION <br /> <br />------- <br /> <br />, , <br />, , <br />/ , <br />I \ <br />/ \ <br />I \ <br />1 \ <br />I \ <br />, \ <br /> <br />C\' " <br />~ I , ^, .-----f- <br />\~l~. " <br /> <br />f <br /> <br />\, APR 0 8 2005/' <br /> <br />", ",/ <br />- -----' <br /> <br />PLACE SEAL HERE DE#250991 <br />