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2" SUBF ACIA SEE FLOOR PLAN t., SEE FOUNDATION PLAN 4.1 :t fr ---11-- #5.7-Ti-- Lj_____,J I 1 I I ~L_____~J I I I I -11 r r-~-----~l I I I I . I I ' ~I ----I~ I I STANDARD #8 MASONRY I I WALL REINFORCING . @ 16" O.C. . LL ____~J_ I I I I . -t- . I I . .' ~ t-' ~ ---,~------~,--- 1 /2" PLYWOOD W / 8d COMMONS PER NAILING SPEC. PRE-ENGINEERED TRUSS AT 2'-0" O.C. TA 14 TW KNOCK-OUT BLOCK W/ #5~ POURED SOLID j, 3' MAX. . o I "co " '" . .- I ('.j #5~ W/CELL POURED SOLID #5~ DOWEL 6X6-#10 WWF OR FIBER MESH 1.5#/CU, YD. . -t- I . . .'---...,' ~-~ -.- -- . , 8.... . .~ t . ',.p. ~ : 6 :ILL V1SQUEEN ~"'C",:", 6 . . 6 ~ '---. '. f' 4-: ~ : 0".. I") J 1'-4" } Z 2 . ~ EXTERIOR WALL TYPICAL SHEAR PANEL NOTE: IF SHEAR PANELS ARE INDICA TED ON B0111 SIDES OF OPENING AND TOTAL WALL LENGTH IS LESS THAN 14 FT. THA,N A SISSORS TRUSS MAY BE USED. 1 /2" PLYWOOD SHEA THING ON EXTERIOR NAIL AND GLUE 8d COMMONS @ 6" O,C, EDGE & 12" O.C, INTERMEDIATE 1/2" PLYWOOD SPACER 1 /2"~x8" ANCHOR BOLTS - W/ 2 3/4"~x1/4" WASHERS ---r , iUS' l L j 2'-0. I . 4,,1 1'-4" ,--- I I I j-:/lJ I /~>" I : ..Y. _~_ I I I I I ~-~l I I I I . -1-1 I 15' MAXIMUM 4" I I I r-~--~ I I I , I I ~j- -1 STAN' ARD #8 MASC~RYd- I ALL REINFORCI~G @ 16"'0. . LL ~ I I I i I I . I I ' ---~---------------~--- I o I "co ~ I I - .- . -t- I , .- JDQ WALL REINFORCING o I "co D[ 6X6-#10 WWF OR F:ER MESH 1.51f/CU. YO. '---. ~ --- I") HEADER BLOCK W/#5~ x <( 2 NOTE: IF WALL HEIGTH EXCEEDS 2'-0" BRACE W.A.LL UNllL FLOOR IS POURED . o I '-t- I .- ,I ('.j GRADE '-t- I - .- STEM 1 /2" PLYWOOD SHEA THING ON EXTERIOR NAIL AND GLUE 8d COMMONS @ 6" O.C, EDGE & 12" O.C, INTERMEDIATE 2-2"x8" W/l /2" PLYWOOD SPACER MINIMUM 1 /2"~x8" ANCHOR BOLTS W/ 2 3/4"~xl/4" WASHERS v . -t- I - .- DISCONTINIOUS AT RAISED DISCONTINIOUS PERIME'rER BEAM AT GABLE #5~ W/CELL POURED SOLID #5~ DOWEL SPACING PER FOUNDATION PLAN PERIMETER BEAM WOOD BEA1'1 r-~- I I , I I t-,- -1 STANDARD #8 MASO~RYJ- I WALL REINFORCING @ 16" 'O,C. LL I I i I ___i~______ 2'-0" , 4.t 4" 1'-4" HCDP HURRICAN CLIP TP4X TOP PLATE ANCHOR @ EACH STUD AL T, PLATE ANCHOR SIMPSON SP2 ----,-Q I i#5' l Lj_1 I I I ~L_ 2"x4" STUDS @ 16" O.C. 1/2"~x8" ANCHOlBlLTS W/ 2 3/4"~xl/4" ~SffRS . o I Xl ALT. PLATE ANCHOR SIMPSON SPl (2) TP4X TOP PLATE ANCHOR @ EACH STUD 2"x4" P. T. 1 /2..~x8.. ANCHOR BOLTS W/l" DIA. WASHER OR V2"~x6" SELF DRILLING BOL @ 4'-0" O.C. L o I , ~ o j, 1'-4" INTERIOR BEARING FR1\ME PARTITION 0::: o 0::: W l- X W Z o o o o 3 >- -.J Q.. . o I "co . . (0 o . O@~ o . (/) W <Oz' I- '-O('.j~ @2'-O 20dw (/)0 ::::!: oowO::: ~og~ (/)'XlW_ ~ . -t- I '-t- I . r- MASONRY FRAME CONNECTION 1 /2" PLYWOOD SHEA THING ON BOTH SIDES NAIL AND GLUE 8d COMMONS @ 6" O.C. EDGE & 12" O.C. INTERMEDIATE I hereby certify that 1 havo performed the attached dosign and it is in compliance with Section 1205 of the Standard Building Code. TA 14 T'N r~ ---I- I i#5' l L'--l I 2'-0" 4" 1'-4" 14" -f I I I r-~-~- I I I , I I ~I I STAN ARD #8 MASO~RYd- V LL REINFORCI~G @ 16"'0. . LL I I i I , I I . ---~~------------------~--- . o I "CJ.) ~ I , .- OPEN 4" 1'-4" -~ . -t- I . .- . CJ.) I - .- . -t- I I I ---,------------ GAI~AGE DOOR TRUSS LINrrEL , ~ (DETAILS) ~ A.1 ~"'''''''-1T E-4 ~ o ....... ~ ~ ~ o u ~ en ~ ..-..1 'D ATE REV. BY' 2/18 #1 RH "- .J ~ l() l() q) ~ (l') . ~. ~.... ~ ~ ~ .. u~ . Z~ ~ ~:z= ~ ~~~ ~I t~~~ cn~CX) q) - . (l')~~ (l')~CX) ~Z_ ~ r "" 00 ~ p:: < ~ ~ ~ 00 z ~ z )0-4 0 r.n )0-4 ~ ~ ~ U l!) ~ p:: 0 ~ C\1 r.n >M Z Z 0 0 U )0-4 ~ ~ U ~ ~ ~ r.n Z < ~ ~ )0-4 ~ )0-4 ~U ~ p:: ~U r.n 0 a-,~ ~ ~ ~CI) ~ ~ O-t "- ~ lfl ~ < Z ~ ~ ~ ~ 0 ~ ....... ~ ~ .. U ~ ~ Z ~ . 0 U u .. ~ lfl 0 z ~ ~ U ~ ~ r.n u < ~ r DRAWN '" CHECKED RMH JR. DATE 1-24-94 SCALE 3/4" = 1 ' - 0" JOB NO. DS125D10 SHEET 1 ~F 2 SHEETS..)