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Plans (121) • OFFICE COPY !we 3cia1004: e- MAR 8 ?078 Pr) ><. r ri vr,i 't..,A 1 ‘;?,:' 31111ANG r3,017Nleik.1 •. _4. 0 P:•• LU >-.1 f ) ...,,e 7 Lu V 1 Z 'p LI-I cn rl rr4 (-: 0 0 co / ca41;:'''':;24°51:k iii: --- L I:2:4 "• --1-- '2 ?-1 ti, \ mik iroji 1 \ \ i e : I , 1,_ i i - S_ --) I _ . ( - b 01 e' P tue-(54 A . Fip t oe,' -... i I r; i \1) -.... ;4 C..7 en 1 I = cN1 .-4 p N ! 0 N 9- 1 ! < I I , 2 i I V , ,Jo I- I NI_In -111. ci) OFFICE COPY l.d vl 1 en v I CITY OF TIGARD HH 1____ i ___44_, ,. .-20 ),i1EVI FOR CODE COMPLIAN I : I if Approved: ] V 1 10Tc: I I , V-) 1 ..„ , I Address: Jo g jg ..s tAi j j 6-?"1 .., -,------ ---------- S uit e Permit#:th ni:t4-a° I 8- °Q.-'1 qi Date: - )4- I g . , ,,...:ITY OF TIGARD Approved by Planning cio Date: 3/2LLL??..._ .. ,. w nitials: rink Li tp .--..., \if I.L. f5 to Li 0 _ . . • 1--- 24'-0" Z (1 N t— I°BRACED WALL LINE-CS-WSP / \I 7- —0 , \ 0 9 I , \ / , \ < 1— -_ I /0 , ! / 5/4 zo \ I / i , , I I /,--I( '- / i , -- I X a 1/ - I \ I 1 / i/ I 9 / 8 I ,.- b (D N I (13 I / .. r \ 1 I / I \ I I / \ 1 I ch I ? 1 I I w --(> 0 / I , -C>\ I z ' \ w-1..7J Uj 0 f-ZGARAGE AREA < <O 11 LT t _J / 384 sq ft \ w < zo z-ti / 01- ' 0 , / L N . o ./ \ _ b 0 \ _. 1 C\I I 0 /0 / L_ ,,_ BRACED WALL LINE-CS-WSP 4_\J DETACHED GARAGE FLOOR PLAN SCALE: 1/4" = 17c-7 24'-0" -, (2)STHD14 HOLDOWNS / _ a1 / / 1I1'-10-1/2" 6" STEM WALL W/ I ; ,° 1 (2)#4 REBARS CONT, 10' I 12"X 6" FTG, AROUND CORNER I, I MONO POUR CUT OUT FOR 30-68 CUT OUT FOR i i PORTAL FRAME SEE DETAILS FOR /DOOR 120-10 OHD 1 i i j i PAGES4&5 —/ / I GARAGE FDN o m1/2"X 10"ANCHOR 22'-10"x 15'-0" (2)#4 REBARS � � - co r BOLTS W/3"SQ 4"CONC FLOOR, CONT IN FTG 1 — /WASHERS @ 6'OC, SLOPE TO FRONT II TYP 1/4"/FT 1 I I 1( 8" STEM WALL W/ (3 #4 REBARS, 15"X 7" CONT FTG I II _ ONT, TYP I H i C (2)#4 REBARS CONT, 10' AROUND CORNER ;2) STHD14 HOLDOWNS 1— — j'-------_,_ ioi 1'-10-1/2" L 0 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 76-1 3 17 1-17c21 • ,0- i --1., 41-71 ..--91VD.---1----.- „. ,t f \ -- -------- .- ----- -- - --.--- --°/ ‘ .s',,,f i • i 4 , \i 1,,, „, 1..,,, ,,,,,.., „__ ,,-).,• , ,,,, , 4, 1 ,,, \s,,, ,....k i -t- „,41 .... v 4..,-,....;i ..:_....,_4..:!,_._;_, _ ,i;;:i-cl k.5- I. ,- 0,-ff-id ,_,c„,-.1 r--, ,,,,--„,-,;74),, Q , t -.--,-,--2, • ..,• •,4,, ----, • . .„„.( .J. I \ -11 i (, 1 \ -ranVV-4,/c., -ei,, c2- • !, ---- -7.7.7.1=. =:-- . ; = ,—. .7 ....;."7.......... --.Z.7.7.7.=---=:...'f......1 ., ,- i_. ----t- /4 V. _ 17 , I 1J (1iX 71 •9 It• '-. , '. . .,. 1 . i fi. ‘ i _ . . H''------- -mmum• - - . +" q itrio," cZ) int 1` -----4 -i ---- ' .-••;: -74r- ----7-1-1-71rn„ . , ,„ .'-_.1:i', ! -7,5Qi)ci" I Q7xz ' I ! ' '-' .t)- Iii.:'- T i . 1 T, I :lij 4-'7. II - • : 1 . 0 A -1.-' .! 4- ,,./17.6',:714. ' -1} • 1 41,,4 ,i4e1.91-1-. V547 til 1 i 14 ,' . I ; . .,1 I I _ . i -, - -, i ; . r'iltalli14 VIVI/ I I ? .:2 1 . • , , - . t•• ' i ‘`..,. ' wt; ri lArKi Ki 'cli irvl -. v 1 ,,: 1i-t1,1 ••115'- .. ____ _ __ _, , • ..--- , .__.3.-->r, . , 1,.--y ,,t•,,,,I,_:_,_ 9 1-1 • , . ... CIZ , - _., E., 1 ---- ., s 4 i -4 • „,-- . . . .• , — . , ... ' , . -149 1 , .....1-2. - --1-1-YAN 1 . , . •I , - ,. . . , - '•• 1 1 ,1•3-VV---- ,2 --- . , 1 IA 4 , t • 4, 4 ,.../.. ...b., ', ,4.4,,,,k. .......=., ..., , ^...,,, 41100 ..•. 0 ' I. ' .51 ...0 .,, P 4 ..,,,,,,,,,,,,..4‘qui'wt. _,,, ,'""4,ri (----,,, 1,„„ i 9017%sz, ---,-",,t, ;f f ;.1 u, i k ,,, 4 P . , i'l i I i i Ill' '.- 7----T.-----_d_Lu__-7----L----r- I • I . .1 • . — , _ ;•. VI C.ri — --____- - , '• •• •• - •-- ••-• ---• ------ -.-, .;------• • ' -- ' s„-,_- - ,- 1 _ , . • : ------1::,. ,-,-,------,„ __„-- ,------ -Jis•• • • - -- - , ,,,, _ , • •-• , , ',,, , :-w2:4.:,- 1 1A-' ,,.,.• . , ' -1, 1 , .-:-A-1. --:„, -----,,•-,Xcly?jai ,b . , ' . 11111111................M.I.I.M.1.1.11.MMINIIMIMMMIEMMI=mm . . , -' EXTENT OF HEADER EXTENT_ - OUBOLEFPHOERATDAELRFRAME(TWO BRACED WALL PANELS) SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) . .1 -'• •-''1.' MIN.3"x 11.25"NET HEADER " .. ,„ . 6'TO 18' • • 41:: FASTEN TOP PLATE TO HEADER WITH TWO - TYPICAL PORTAL FRAME N • k1-' ROWS OF 16D SINKER NAILS AT 3"0.0.TYP 1000 LB STRAPCONSTRUCTION 4i ',. • s• . •• .: 1000 LB STRAP OPPOSITE SHEATHING IS% ‘'C .. 4. FOR A PANEL SPLICE •. .1. 4. (IF NEEDED),PANEL .• .1 I4. FASTEN SHEATHING TO HEADER WITH 8D COMMON OR EDGES SHALL BE I. MAX l•.1: .1. GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR ., HEIGHT 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)1W. WITHIN 242 OF MID- .1.1 :I: 10' J. .. HEIGHT.ONE ROW OF .1. • TIP.SHEATHING-TO- •!.'•- . WITH I.HMT3HI NE1G620xN4SA,SINKERS MUST GRSISTS ....11...1 • •11.1. ., . 1r:it': :11;1 111.i:1: MIN. I!. ..1 ll. Al SEE NOTE"a"BELOW MIN.2x4 FRAMING 3/8"MIN.THICKNESS WOOD STRUCTURAL PANEL SHEATHING „I! SEE NOTE"b"BELOW 7-191') r)14- DOUBLE 2x4 POST REQUIRED. .1.1 USED,THE BLOCKING IS •:.j BE NAILED TOGETHER .1. MIN.1000 LB I DEVICE C /N , 1.1. 1.1. .1. I le •I•—4-- •I• ••'.1-1.1112-:.1. . , . . ____ I SEE SECTION R602.10.3.3 ,....-1,41 ,,,w,...,....,....................„0,,,...............,.......... I : : : •1 :' : I : I__ __.. I jr 111111111111 , . I 0 14 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound force=4.448 N. -...,... - • a. Min.width-20 inches for a one-story structure with 10-foot plate height,18 inches for a one-story structure with 9-foot plate height and 16 inches for a one-storyI f I i .-!--------,=:-...-..----,4 A structure with 8-foot plate height. Min.width-30 inches for use in the first stoiy of a two-story structure with a 10-foot plate height,26 inches for use in the firstI /1,2'6 A 0° 61 tiL _ I . i 1444,4-1-1)) ke:4-4- . I 1 . story of a two-story structure with a 9-foot plate height and 24 inches for use in the first story of a two-story structure with a 8-foot plate height. t I I b. Min.3500 lb tie-down device(embedded into concrete and nailed into framing). ------ 1 ,? i I _ i I z FIGURE R602.10.3. . . I 1I1:!.,1• _1 ......, --4. .. <..1,. ! ., I. 4 METHOD PFHPORTAL FRAME WITH HOLD-DOWNS ---- _ 1 1- 4 x 4. -j"- - _ L . .„,., t.,.,i r . - Iv? . K 1 )' *.4 L ' k.,,,,,,'''k ,,,...- C....* .,/,- ,--i---- I ,,,t s - . t 1,_- . ., . , • -{ A ' . 11 .r" .„., .._,,,„- __ 1 i 1 I' i I1,1 i I 1 I - 11 if" i ., i 1 r/ D 6-7 -- , „... I 1 :,i 11 i 1 i i t i g I 1 1 ! . I ii w t . t t I i 1 i I I i I . I 1, .. I J - I I/6 ti .., ' t L g ; , .. t ; 1 - V_...... _ ,.. , . it ; ' _ -r I / - te- --.-,A 't ., ,,,. t ,r I ,;,-- r i ,-T, ,-t; , 73 . • s/ , — S(.--.A.i_Ea , e V-t•—• ?CZ, S 16'-0" q0 t-- yr Q am, N. D L 1.11111110.1 I 11111 /11 11.1111r, ASJ1 sa r �I 4 : 12 ____' ASJ1 II j �� 1i AH11.�. . __._— z_ \j4____c__.________._________. 4 . 12 6 . 12 6 : 1 ' lc OS V. CV Al7 ( ) \ . w< I AH1 li, , II ASJ1 II a 4 : _ ASJ1 /I m„Amitimiammiltilk I \ Q.4,...1\ / Q 'Q7 16'-0" BUILDER: I ©Copyright CompuTrus Inc.2006 JD HILL ISSUE DATE: ABOVEPLAN PROVIDED FOR TRUSS 02/16/18 PLACEMENT ONLY.REFER TO PROJECT TITLE: TRUSS CALCULATIONS AND REVISION-I: ENGINEERED STRUCTURAL cillff 20592-JD HILL-BITHER RES DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING PLAN: DESIGNER/ENGINEER L OF RECORD 1 / BITHER RES DRAWN _ JP REVISION-2: RESPONSIBLE FOR ALL NON-TRUSSI. m r CHECKED BY: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO DELIVERY LOCATION SCALE: DESIGNS PR OR TO C°ONSTiiu nON. C 0 PAY REVISION-3: j r �."' 0.22"- 1' ++ All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 4