Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
• t t 1• ALTERNATE RIDGE MICROLLAM FROM SIDE TO SIDE OF ' CENTER TRUSS POST TYP. �� A� A �\ v `v I I . I : A To , i is 1 ct .. ro II 6A, ;a ?� )- • m • -• • o • I wo g ui � d � Z m + > ° ' D P. Q ID Alk I 4 ULL a u) ° E Nrar N c gLI . � `�° p. 6 y� s a! .• . tri ` "C \ .""".. �''^ 1 -'n \ ; ^3C� G I '�RS�; o 16655PE -;: t INTERIOR WALL -.4-41, ?,. 22 ' —O t, I I.` • .C u/ , m ... C".ft . EXPIRES: 1 2 - CS U PLAN 6 —UNIT GARAGE b 1,16" - , " -a' . . . 1 riapil LINE IS 2 INCHESAT FULL SCALE (IF NOT 2" - SCALE ACCORDINGLY) ® 9570 SW Barbur Blvd. Project Name BONITA FIRS RE —ROOF Project II 040852 lb Suite One Hundred Portland, OR 97219 -5412 Location TIGARD, OREGON M I L L E R Client BLUESTONE AND HOCKLEY CONSULTING � 248 -1250 E N G I N E E R S FAX 248 - 1396 By JJB Ck'd P Date 09/27 /04 Page 1 of 6 • r —.... ALTERNATE RIDGE MICROLLAM FROM SIDE TO SIDE OF CENTER TRUSS POST TYP. 1 3/4" x 11 7/8" MICROLLAM LVL 1.9E TYP. (3) LOCATIONS "o Al lk I 'Alt.- Ali 'NJ- _ i 6 . . 1)2 oli all i iiiihm:.... .2 . c _ ok t_I . Tu iy4 . ± , 7‹.. ' '',14 ■ . G 5-,,_. 22'-0" +/- OREGON '1,2 V 6 [EXPIRES: 12-31- 40 )5-- 0 TYPICAL TRUSS AT WALL 1/4”_r_o” . . • • . . 1 LINE IS 2 INCHES 1 . . . • • • ' . AT FULL SCALE ' • - • (IF NOT 2" - SCALE ACCORDINGLY) • • . . 9570 SW Barbur Blvd. Project Name RONITA FIRS RF-ROOF Project # 040852 a * Mik Suite One Hundred Portland, OR 97219-5412 Location TIGARD, OREGON MILLER Client BLUESTONE AND HOCKLEY CONSULTING (503) 246-1250 ENGINEERS • B JJB Ck'd K011'1 Date 09/27/04 p age 2 of _ 6 FAX 246-1395 . ..-..- . • . - c. r SIMPSON H2.5 AT (2) LOCATIONS SDS WOOD SCREWS 5 1W/04'0' 3" AT 6" O.C. TO SDS (8) D x SCREWS ADDED 2x4 AT 6" O.C. TO ` _ EXISTING 2x4 Alk 4 iii '%%k%k . EXISTING 2x4 1 3/4" X 11 7/8" MICROLLAM LVL 1.9E 2x4 DF /L #2 OR BETTER AT (2) LOCATIONS AT (2) LOCATIONS :e� u 4 � 16655PE \:1 o`ti ";, OREGON M . '' '� EXPIRES: 1?-:=;1-_c7--r 1 C RIDGE BEAM CONNECTION 3/4" — 1' -0 LINE IS 2 INCHES 1 AT FULL SCALE (IF NOT 2" —SCALE ACCORDINGLY) difil 9570 SW Barbur Blvd. Project Name BONITA FIRS RE —ROOF Project ft 040852 ® Suite One Hundred Portland, OR 97219 -5412 Location TIGARD, OREGON MILLER Client BLUESTONE AND HOCKLEY CONSULTING () 248 - 11250 E N G I N E E R S FAX: 248 - 1395 B JJB Ck'd Kr"i i ' l Date 09/27/04 page 3 of 6 L ���� .G I N F' b ter°' • c 16655PE p (8) 1/4" x 3" SDS - ,f-, . .....,� cc 2 y? OREGON o ay. WOOD SCREWS AT 0/� °`1RY 1 5 . 2'0'C1 6" O.C. INTO ADDED 2 x4 FRET. 2 -331 -.{ 1 2x4 DF /L #2 1 3/4" x 11 7/8" OR BETTER MICROLLAM LVL 1.9E ADDED 2x4 DF /L #2 OR BETTER ITOMML' MA ��►�,� NAIL LAM WITH 1 3/4" x 11 7/8" 10d AT 6" 0.C. MICROLLAM LVL 1.9E EXISTING 2x4 2x4 DF /L #2 (8) 1/4" x 3" SDS OR BETTER \ WOOD SCREWS AT 6" O.C. INTO EXISTING 2x4 C )RIDGE BEAM SECTION 1' -i -o" LINE IS 2 INCHES • AT FULL SCALE (IF NOT 2" - SCALE ACCORDINGLY) iir 44 9570 SW Barbur Blvd. Project Name BONITA FIRS RE —ROOF Project # 040852 ® Suite One Hundred Portla OR 97219 -5412 Location TIGARD, OREGON MILLER Client BLUESTONE AND HOCKLEY CONSULTING () 248 - 1250 ENGINEERS FAX 248 -395 By JJB Ck'd 1 641 "'I Date 09/27/04 page 4 of 6 L co) CT 4 1 3/4" x 11 7/8" ,;� -GIN�� 16 655PE MICROLLAM LVL 1.9E G - OREGON -1- G`1 RY 15 fr. EXP IRES: 1 -31 o-f f EXISTING 2x4 (8) 1 /4" x 3" SDS WOOD SCREWS • 2x4 DF /L #2 AT 6" O.C. OR BETTER NAIL LAM WITH 10d © 6" 0.C. 2x4 DF/ L #2 , STACC;EREIl OR BETTER ( RIDGE BEAM SECTION 5 3/4" — 1' -0" L LINE IS 2 .INCHES AT. FULL SCALE . �. (IF NOT 2" - SCALE ACCORDINGLY) at 9570 SW Barbur Blvd. Project Name BONITA FIRS RE —ROOF Project # 040852 Suite One Hundred Location OR 97219 -5412 ocation TIGARD, OREGON MILLER Client BLUESTONE AND HOCKLEY CONSULTING ( 246 ENGINEERS By J JB Ck'd 1 iM Date 09/27/04 page 5 of 6 FAX 248 -1395 - 0 c u ,=S �Q 2 � . ,i ce 'vGINF„ ,� 16655PE ,T. SIMPSON TS9 5.,.4 STRAP ----- o�—,_-' E -7 2 n � ¢, y -- t L 7 • &"414 j S �� g nn EXISTING TRUSS - f DE 12 -31 - 1 _: I�I r ill Il k ) 1 3/4" x 11 7/8" MICROLLAM LVL 1.9E 2x4 DF /L #2 OR BETER BOTH SIDES AND BELOW MICROLLAM. NAIL LAM TOGETHER WITH 16d AT 6" O.C. 1 SIDE BEAM CONNECITON 6 3/4" - 1' -0" LINE IS 2 INCHES I AT FULL SCALE I (IF NOT 2" — SCALE ACCORDINGLY) 1 9570 SW Barbur Blvd. Project Name BONITA FIRS RE —ROOF Project # 040852 ® Suite One Hundred L Portland, OR 97219 -5412 Location TIGARD, OREGON MILLER Client BLUESTONE AND HOCKLEY CONSULTING ( 246 - 1250 ENGINEERS FAX 2g8 - 1396 By J JB Ck'd ., Date 09/27/04 Page 6 of 6