BIN A-3 PERMIT 5339 - Laserfiche WebLink

Browse Search

2" SUBFACIA 1 /2" PLYWOOD W / ad COMMONS PER NAILING SPEC. PRE-ENGINEERED TRUSS AT 2'-0" O.C. TA 14 rw KNOCK-OUT BLOCK W/ #5C/J POURED SOUD . o I (0 . .- I ('oj #5</J W/CELL POURED SOUD #5C/J DOWEL 6X6-#10 WWF OR FIBER MESH 1.5#/CU. YD. . -.;t I '-~' -...--.:"-....:........ ~ . t' 8...._~ . . I") .. ~'1;'" . . . . . ~ ..' 6 MILL V1SQUEEN ~~:'.~"~ . "- . ~ .~~ ~ .. . . . .' I") } 1'-4" } z ~ . , - .- ExrrERIOR WALL SEE FLOOR PLAN 14" SEE FOUNOATION PLAN 4.1 q f: ---11-- #5~7-il-- LI-----1J , I , I ~L_____~J I I I I -11 r ~~------1l I , , I . I , . ~I ----1-1 I I STANDARD #8 MASONRY I I WALL REINFORCING . @ 16" O.C. . LL ____~J_ I I I I . -.;t . , I . .1 ~I ~I ~ . I I . ---,--------,--- D[ JDQ WALL REINFORCING . o I --.;t . o I (0 '(6X6-#10 WWF OR ,'FIBER MESH 1.5#/CU. YD. HEADER BLOCK W/#5C/J x <( ~ NOTE: IF WALL HEIGTH EXCEEDS 2'-0" BRACE WALL UNllL FLOOR IS POURED #5</J W/CELL POURED SOUD . .- I ('oj --.;t I . .- TYPICAL SHEAR PANEL STEM WALL . o I (0 o I .- 0 J 1'-4" r-~- I I . I ~I STANDARD #8 MASO~RYJ- WALL REINFORCING @ 16"'0. . LL , , i I . I ---,------- 2'-0" 4"t 4" 1'-4" HCDP HURRICAN CUP TP4X TOP PLATE ANCHOR @ EACH STUD AL~ PLATE ANCHOR SIMPSON SP2 ----I-a I r#5~ l ~I-I I I , ~L_ 2"x4" STUDS @ 16" O.C. 1/2"C/Jx8" ANCHol BiLTS W/ 2 3/4"</Jx1/4" vtS.fRS AL T. PLA TE ANCHOR SIMPSON SP' (2) TP4X TOP PLATE ANCHOR @ EACH STUD 2"x4" P.T. 1/2"</Jx8" ANCHOR BOLTS W/," DIA. WASHER OR V2"C/JX6" SElf DRILLING BOL @ 4'-0" O.C. INTERIOR BEARING FRAME PARTITION NOTE: IF SHEAR PANELS ARE INDICA TED ON BOTH SIDES OF OPENING AND TOTAL WALL LENGTH IS LESS THAN 14 FT. THAN A SISSORS TRUSS MAY BE USED. 1/2" PLYWOOD SHEA THING ON EXTERIOR NAIL AND liLUE 8d COMMONS @ 6" O.C. EDGE & 12 O.C. INTERMEDIATE 1/2" PLYWOOD SPACER 1/2"</Jx8" ANCHOR BOLTS W/ 2 3/4"C/Jx1/4" WASHERS ---I Ir#5~ l L I 2'-0" I 4" 1'-4" 14" -f I I I ~~--1 I I , . I , ~I I STAN ARD #8 MASO~RYJ. I ALL REINFORCING @ 16" '0. . LL ~ I , OPEN 1/2" PL'tWOOD SHEA mlNG ON EXTERIOR NAIL AND GLUE 8d COMMONS @ 6" O.C. EDGE & 12" O.C. INTERMEDIA TE . o I 00 2-2"x8" W/1 /2" PLYWOOD SPACER MINIMUM 1/2"C/Jx8" ANCHOR BOLTS , 2 3/4"<1Jx1/4" WASHERS - -, F-#5~[l Lr--,- I 2'-0" I I I I I-IJ I 4" 1'-4" 4" . -.;t I , I I I I ~-~l ~. I I I I . 1- -1 I I ~ L_~J I I I I I i . I , . ___L___________________l___ I OPEN I I I ~~--1 I I I . I I ~. ~~AL~DR~?N~tR5c~ky] (I @ 16" 'O.C. ~ LL I I . I I j . .- . -.;t I . .- DISCONTINIOUS PERIMETER BEAM AT RAISED WOOD BEAM DISCONTINIOUS . PERIMETER BEAM AT GABLE . o I .00 . -.;t I - .- 0::: o a:.: ~ x w z o o o o ~ ...J a.. . '<0 U . ci@~ o . (I) W <Oz. r- .-o('oj~ @::!.-o ~~w (1)0 ~ ouwO::: f2-og~ (I)<XlW~ . -.;t I . .- . o I (0 . -.;t I . .- MASONRY FRAME CONNECTION 1/2" PLYWOOD SHEAmlNG ON BOTH SIDES NAIL AND GLUE 8d COMMONS 0 6- O.C. EDGE & 12" O.C. INTERMEDIATE TA 14 nv j - -1--- I I I I-I~ I I ~ L --;Z;'~ - ' I I I I I -~ l I ' I I . '-1-1 I I ~ L_~J ~ I I I i ,~ I I i i I I I I i ----------------------- I I . -.;t I . .- OPEN I hereby certify that I have porform~ the attached doslgn and \t Is In compliance with Section 1205 of the Standard Building Code. . <Xl I . .- GARAGE DOOI{ 11I~ USS LINrrEL -... . (DETAILSJ ~ 0::: o ....... ~ ~ ~ o u ~ ~ ~ ~ 'D A TE REV. BY"' 2/18 #1 RH '-. ~ ~ It) It) ~ ~ Q') ~. ~-. A~ ~ .. u~ · ffi~ ~ ~~~ t~~~ (/)~CX) ~ ~ . Q')~~ Q')~CX) ~z~ ~ 00 ~ ~ < ~ ~ ~ 00 z 0 z ~ 0 00 ~ ~ ~ ~ t) l() ~ 0:: 0 ~ C\1 00 M Z Z 0 0 u ~ ~ E-t U ~ E-t en Z < ~ ~ ~ ~ ...... ~t) ~ ~ ~u en. 0 ~~ ~ H ~CJ) ~ ~ Cl4 ifl ~ Z ~ ~ ~ U -< ~ )0-4 ~ o ....1 ~ .. ~ E-t Z P o u o u r.n < P-4 . u . . ~Cf) 8~ DRAWN CH KE RMH JR. DATE 1-24-94 SCALE 3/4" =1 '-0" JOB NO. DS125D10 SHEET 1 F 2 SHEETS