Stearley Heights - ASBUILTS.pdf

AS-BUILT DRAWINGS

"As-Built" drawings are provided for informational purposes only (FIO). These "As-builts" drawings are not part of the solicitation (and will not become part of the contract),and do not amend the solicitation(specifications, drawings, etc.). "As-builts" drawings may not be complete or depict existing conditions. The contractor will be responsible for verifying actual conditions at the site.

FY19 Improve MFH Stearley Heights Kadena, Okinawa, Japan 19AF0002

STRUCTURAL

AS-BUILTS

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SECTION . . GENERAL HEADQUARTERS . FAR EAST

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ENGINEER

. · , . DEPARTMENT OF

SECTION •'GENER ... · TH.E ARMY

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OKYO SUB-OFFICE .. ··

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;----REMOVE EXST_ SOFFIT. EAVES

' AND REPLACE IV/ NEW SLAG

GYPSUM BOARD SOFFIT 8, WOOD EAVES

INCL, FURRING AROUND ROOF

-- EXST TILE

.I I

RI OGE LINE__j

---7

' I

= I .. I

I I Ni t{') i

I

NO SPACE. ABOVE CONC ROOF

-'le--- 1E========l=====·=\==='="Sl I SA 7 - \ i ~11 c--NEW VENTS ON SOFFIT. ~B fff'-6~TYP i.

,;__ __ .:__ ____ 3_2_'_--_4_"_. _______ "·--·-·--- --1,~ 4_'_-_o_."r~· --------

(\J ..... - <O

I en I "'I I

~ II \ 1--. JI-_ c:=======l====r I ' I \ ,'--. I I ' . . . . I

I ~ "--.:' ,--~ -~-~-~~ f---7 i ~-EXST TilLE ROOF t

EXST TILE ROOF--->-

. I

I : "--.: \ /

I SLOP!, SLOPE 'K---:, RIDGE LINE - 1'

I I n -i ·1 I · · : I r--_-_ ----. - __ ----_ ----7 ' I - I l

I - I I -- I

I I - . I

- J '-

·32• - 4" kile-i --,--'---.REMOVE Ei<ST SOFFIT, EAVES AND REPLACE WI NEW SLAG GYPSUM BOARD SOF FIT a

1 -WOOD EAVES INCL,FURRING AROUND ROOF

j

37'- 111

I

I (\J

' ,n

\D ..

2 ROOF

S8 S8 SC ALE :

SA

\.S8 S8

' I

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PLAN FOR

l/811 = !1 - Ou

I u..

0:

"' ...J - I-

I <n X

8LDG 2277 TYPE 1-8 (MODIFIED)

I ----REMOVE EXST SOFFIT, EAVES AND REPLACE --i ! W/NEW SLAG GYPSUM BOARD SOFFIT a WOOD EAVES/

I INCL_ FURRING AROUND ROOF EXCEPT CONG ROOF I

I

~-EXST CONG ROOF_ SLAB

RIDGELINE __ _i I i I

I

I

' EXST 7ilLE ROOF_j_, __

I

' = ' st I I -

I UN IT

! (SF\

~ii-:--;~

5 ROOF PLAN FOR 2-B (STANDARD) 62 UNI TS

S8 S8 SC ALE. 11 s 11 = 11 ....:..0 11 i I

1e..:. d - 7 ,, 1 ,, :, SA

' 'i

S S8 - j

I· I

• i 11,l

_ I -6-t

I I

I I I

I

I I I I

,-r- REMOVE EXST SOF-FIT, EAVES ___ _

- ': ~11/ 11, AND REPLACE W/NEW SLAG .· q-- . I GYPSUM -BOARD soFFtT a wooo EAVES= -

£L : I 1

1 INCL FURRING AROUND ROOF_ - ~

-~ i Ii ' . . . I f

: :L \ "'1 --r-+ /;=- -:--r -i--- ~( I 1'- 6" TYP I /C-,-__ - __ · __ _j~-----7 // I

/ EXST TILE ROOF , II

/ i I l

/ / 1!

I " I ! . _1 Ii/_·_--~-----,+:! I

I ' - ' J ,, . )""""---·-·-"'t-- R ID G E L 1 N E --t 'i

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,_ I I I sa S8

·,_ J'.I ·-®F ',,...__ i I

I ', 1:' ' ' 'I

ROOF PLAN FOR BLDG"-2385 TYPE (MODIFIED)

i

_j

I I I

I~ < 1'-6'TYP I~ I\\

---_ NEW VENTS.ON SOFFIT - _ \ .

\SB SB \

I ! . 1---s::,---------_, ___ _jil --j~-~.---t== _ ! _ ~=- _ _1_ __ (l f I _ __,__

-DOTTEDLINE-,SHOWN-~------/" \ r - ___ / =\D t'-6"i I

S8S8 ·.SCALE:

66 1 --10 11

/NEW VENTS ON SOFFIT t k--"---RIDGE LINE

J_ __ ..L..._....L lll ll..

tJ1 11.! .

<L / 0 .'._j 1/1 -

I

I "---"'------EXST ·TILE ROOF---~-

I

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I I I I I I I I I

I -

--1;: I-- @ I

' I 17 ____ ---- -- --J I , ..... -.,. ,·----------···-•· .. -·-,·,.··-'"'••·-·•-.-... -.. _ .. -., .... I--+ I.L'.:::_ ___ REMOVE EXS SOF IT, EA ES AND REPLACE W/IIIEW _SA 1-l_i'-b":_

SLAG GYPSUM OARD SOF IT a WOOD EAVES -+'t'.:cx.e __

' ' ' ' '· ,I.

JIIICL FURRING A UND RO F. S8 S8

7 ROOF PLAN

S8 SB SCALE:

FURRING SUPPORT

FURR ING

FOR TY-PE 4-8 8 UN ITS

rTAPPING SCREWS

I t

FUR R I NG ----..._fWlLJ

FURRING SUPPORT

TAPPING SCREWS

SLOG GYPSUM CEMENT BOARD~

1/4" THK W/ PAINT

1-- - EXST CONG GABLE WALLS __ s - TYP' i-, ·1yp IC AL 60' -10}211 ~

-~---'=-------- - t , I

LINE SHOWN __ __JI

>NCC GABLE WALLS/ 4 ROOF PLAN FOR 8-LDG 2269 TYPE 2-B (MODIFIED UNIT)

6 ROOF PLAN. _FOR 3 - B SJNGLE UN IT 66 UNITS

I UNIT_

\S8 S8 S C AL E: I/ 8' = I 1 - 0 u

•·~· -"·-- ~----- 2~8 1 X I ~a 11 x 3/Sg X 1/ 16u

CHANNEL·

I I __, METAL FURRING •

li-1-l-------1-l;..il-EXST WOOD TRUSS I VAR I ES i

MET FURRING

--UN IT \S8 S8 S C A L E :

VARIES

3 , - METAL /PS . - , _,..-r 111 x l 1 x 1/16 11 {25x 25x L5) r-2-2 3/aux r 3;ax3;a';x l/161 ('60x3_0x!Oxl.§'l

GALv _sTL cHANNEL 2EA BETWEENtsc REFLECTED . TR u s s Es L, 8-"8..:.s_a-l-'-------------

NO T TO SCALE

PLAN

11e 11 ;_1 1·~-0 11

~-!-- EX ST ROOF TILE

-REPAIR GEM PLASTER-\ /\

. AND REPLACE W/NEW \- · ! / \' rEXST

METAL LATH \ / I

WOOD PURLIN

-';.e:;•:.;~,~~::::::~.1§===:='§bs·§'L~= +;,- J +··-- ~ I J n I - , ~-

_I

REMOVE AND REPLACE- i :-:f' I, W/NEW FACIA BOARD ::? :I\ /

11/i6"x6"127xl50J 1' ~/ \/

ACTUAL SIZE 8 PAINT TO 0 : ,

MATCH EXST COLOR «- . 1 \ ,.,:;,/ / '

REMOVE AND REPLACE-....-/ .{J' .{ii'-/--"\ W/NEW FACIA BOARD / /// ®PLAN FOR i I · ...... ---~'__.....-·.....-· - -- _TYPICAL ~•---____ a_" _____ ,._,'// ALUM ANGLES, APPLY

- .....- _..- - _.....-· , _ ' /1 / ADHESIVE ON BOARD

::/x6 11 xl/8 11 x11/2gw. GALV STL CLIP a.-- ---------------~-- ...... ----------------· - ,~. / _ __. _,-- ~t; ==::::!~ GALV,STL_ .. c;;HANNEL '·~ . . ---- /; j 2 -3/l6"0BLINDRIVETSW/2-#IO ·• ---------- -" _ ------ i "'--............._ ..---__.- ~I!/ """" ..,,-1/4 11 THK SLAG GYPSUM

8 NOT TO SCALE _l1/1s 11 x10}4c 27x 260 )ACTUAL SIZE,' --<~/

AND COIL NAILS(~ 16" 0.C 1----'/"-',/'--,I

PAINT TO MATCH EXST COLOR /;///,

EXST GABLE WALL

WOOD SCREWS- __.,----/ i ~..,---· -- ! .\If

EXST. WOOD PURLIIII - 1 _......------· _ .---p------' -·--><:.. _ i_:)'J_ _ BOARD IV/PAINT FIN . EXST. SHEATHING-1 , _ • .- _....._.....-_..--· •, __ .-,_ 11\J \ FURRING t"xt"a26GA CONT - ~ ;~-----r ----- _>-- ~~~--"-._-, ~

\ II -

EXST l!LE ROO,-------,, _,,,..,,_- - i -~/--- ____.. 1 _-::::::::_ ___ i-~-· _L ___ ...---- \ \. I WIDExl/,16 THK t25x!.5) ALUM

CEM

NEW 2"x4" WOOD FOR DAMAGED--\ -·· L I ......... -;_....----- ; .. - -- _i..,-~J \ .... -- , FLAT BAR SPACER 2 EA BETWEEN POlRTION (SHOWN DOTTEDLINESJ ~ _. • .-:1=;~ [ ____ .. -· f ~',11 ___.,,v_....--- \ \ WOOD TRUSSES REPAIRCEMENTPLASTER-, ....---- / _.,-<,,..-Jf._J/~~ _.....---·· , _,.~y";.:-""::.....---.- \ \ \ . ,,;

W/WHITE COLOR ---<"\ _.....-.....- / ~----- ,.....-.....--11..l,.-.3'?'°---:::f_l.--· _.J-;::::_:::-~"'q--- ,.f, ---,- \ _____ \ '--16x 16x0.0160 STNLS STEEL 3/S'~G•IV.STL_BOLTS f~, --~-------- '"ii'\_.',., .....--;::;:--~,~----r----'~-- r -- VENTSCREENCONT @2

1 -o'1 0.C. "-~ ........ \_....----......- J --~-~~ ---~ .,---;-. --- \--NEW2 11 X4 11 WOODFOR \ _____ lux3/64 11 (25xlO)ALUMFLATBAR·

REMOVE AND REPLACE :'.,,,.,/'_....-- 11 _.," • ,.___..-----~~~ I ')?/1, DAMAGE PORTION CONT AND #6 ROUND HEAD STNLS STL W/NEW WOOD FACIA BOARD .r',

- ..--"'\""f'!° ____ ........ ~-- ,.,,.,./-:::::--::=::-~:::::.?~ : . /1/ NEW CAULKING CONT TAPPING SCREVYS (g) 12 11 O.C

I 1/16

:0: 6u ( 27 x l~O) ACTUAL " \' / ;:v- _ _,-_...-:, -~~---~<:·~ ~ !l;~ ~· SIZE a PJ!:INT TO MATCH · :1' .----;;:.------ .---r~~ " , ' 1/. / , ~EPAIR EXST P_P.M- S~RFACE(!3P)VE NT SCREEN . DE TAJ L

EXST COLOR ,II':~ ~ ~--~----·\,;- \ ·-1 x Ix ,:lc26 GA /?/ ✓ "-1 \1/CEM_ MORTAR 1/2 THI< '{;sis_§! SCALE: 3" = I '-0'' " " " 1 " S '--'\ ;~..c::=c--~ -~ \ \ (25x25x0 5 I // ~' /' 8, PAIN r TO MATCH ~- r;3r -3x3xl/8xl/2 GALV TL7f--·\~ ..--::--.--::, \ \ / / /, EXSTCOLOR

CLIP e, 2-3/16"0 BLIND '\~~~ I ~ ' GALV_STL FURRING ~1/~ , ~PLASTIC JOINER

~'ioE;ssc~~!;#-IO // ~ 1' ._0 ___ [,-------- \-STNLS STL WIRE MESH CON/////</·; ....... EXST CONC BEAM ';'-';'.),:.f:;;.:•.:.'_J_·:.'.~;E.MFR STANDARD / / I ...--;.,-- ! , ////!

- ------+--!--/ \ _ _.....--.-' '-REMOVE EXST PLYWOOD SOFFIT AND 2 11.x J 11 x. ,r 26 GA· er~

I ' REPLACE 'N/ NEW 1/4 11 THK ( 6rnm J

_ STL. FURRl_NG CONT / TO MATCH EXIST!NG (50x25x0.5J GULV t SLAG GYP GEM BOARD AND PAINT

REMOVE AND REPLACE __ : _ __// - ------------ ·-·-------- .J.1 -~-.?· 1

'NOTE: ALL REPAIRED

SURFACES SHALL 81':

PAINTED COLOR SIMILAR

W/NEW WOOD FACIA BOARD

111s"x1.ot.!'(27, 260JACTUAL SIZE

AND PAINT TO MATCH EXST COLOR

SA\S OFF IT DETAIL

Isa 58 SC AL E : 11 '' I' - o" 1/2 =

SOFFIT

SCALE:

TO EXST_

NO PAINT FIN FOR

STNLS STL a ALUM

SURFACES

AND_ GABLE DETAILS

AS SHOWN

' '--SLAG GYPSUM CEMENT

BOARD 1/4" THK WI PAINT

TO MATCH EXST COLOR

THIS SIDE FURRING

BOARD JOINT DETAIL

FULL SCALE

GRAPH IC SCALES

l/8"=1'-o"

3" 0

KEC INTERNATIONAL CO., LTD.

- ENGINEER-CONSULTANTS

TOKYO , O.'<!NA'NA

DSGN - DR

CH ENGR

SUBMITTED BY

:-..tku::,, Uf-(/)> ...,_., .3 ,j U 1\1 '

FIRM MEMBER TJTLE) DATE

PROJ ENGR

:;dJ

DATE

_WN1 HIEF _ / · / - DATE

w,.__,,,__ ;1J,,.,, 14-

CHIEF ENGR DESIGN DATE

DESCRJPTION DATE APPROVAL

REVISIONS

U.S. AIR FORCE

18TH CIVIL ENGINEER. GROUP

718TH CIVIL ENGINEER_ SQUADRON

KADENA AIR BASE. -- - , -OKINAVV,6,, "JAPAN

REPAIR ROOF TRUSSES, SH-98

STRUCTURAL

ROOF PLAN DETAIL

PROJECT NUMBER DR.ll.WING NUMBER SEQ NO

LXEZ 92-6012 94 - 030 s- 8

DATE

3 JUN '94

SCALE

AS SHOWN SHEET 10 OF 12

EXST WOOD PUR LIN

NEW

WOOD BLOCKING 4 11 x 4"x 6 11

-~--NEW 2-411 x2 11 x 3/4 11

X 1/8 11 (]00x50x20x3.2 l

CENTER POST

POST

I TOP CHORD REPAIR DETAILS

SI S2 S9 S9 SCALE '1 1/2 11 = 11

·- 0 11

'I I II 11

1 NEw 112"0 BOLTS I 1 . II I NEW "

' @ 2'- o",o.c. FORBOTTOMj I I I 1--2-112 0 BOLTS

CHORD TYPICAL - I I I I/

EXST WOOD _ j

11 - 611 1 • - 6'1 / BRACING 11 lhe----c1l/1 ,,...--NEW 3/16

GUSSET

'---~--------------+----'------=--·--- 111 r I 11 PLATE

/ 2 -4 11 x 2 11 x 3/411 X l/811

NEW 6 . ....:l/2 flX5

L-G L~G SCRE '/ _Iii "" ___ __:ljl~[' ,--- 1-5/8

0 80-LTS

HEAD FLUSH TO WOOD SURFACE IIOOx 5o, 2ox 3.2 > -ll---Hf;// FOR BOTTOM CHORD ON BOTH _SIDES I,' REINF 'CHAr-lNEL f-c----;c---------/----i-----__::,"s;: __ +1 ____ -,--_---i ,~----,/1

- ]- --- - L: u @ --=-©--f',~-- -=+-- c~'@ ~©-- ,:, - -_ 7 / I

EXST WOOD v •- Q- - ' BOTTOM CHqR □ l-_··--=~ _°'_',v ;---©----~-~} -~;?,--- (~ :: _© ~. ~-l:_·Q--i~~:.~---_ --f / l I

! ,f I

LAG SCREWS INSTALLED'-~----'--RYE USE EXST \

1 AFTER REMOVAL OF EXST

BOLTS WOOD SPLICE---'

®EXST BOTTOM CHORD

S9

I

I EXST WOOD-~

\ BOTTOM tHORD

\-DOTTED LINE SHOWN

NEW 4" REINF CHANNEL

JOINT

SECTION

@CENTER

SYMM ABOUT THIS

POST

I

BOTTOM CHORD REPAIR DETAILS-

S2 S91~ SCALE I 1/2 II = I I - 0 II

NEW

,-- 2-3/8"0 LAG SCREWS

' NEW 2" THK WOOD SPACER- -- ,

BOTH SIDE I

,-- -NEW l/411 THKx211 WIDE FLAT BARS

WELD TO REINF CHANNEL

I I ~-, \' ' \ \ I ! I ' i / / i ,,•

--------- - ",\6,\; I I ' I 1!!_11//I ~-- ---EXST TOP CHORD

WELD BOTH-SfDES- EXSTf,9~~AR BOARDS-,- / / j '-NEW WOOD BLOCKl~G:",-:{/ 1 ------

NEW C-4", 2", .'/4'",' 111"'' CHANNEL-•-,- / ,/ / __ / _I 1 --:-.,,,t; ,_' -WELD LNEW WOOD BLO,,CKING,, REINF ·=> \\ \ \\ :-'_/./ L ___ EXST CENTER POST /. ////;\ \ BOTH SlDES 6 W x2 THK

\'\\ - ' NEW5!8"0BOLT 1 --•l!/V \ '-----NEW 2-1/2'0 BOLTS

/ '\ ''-----NEW WOOD BLOCKING 4 11x411 x611

3/16' THK GUSSET-1 \

PLATE (SHOWN AS DOTTED LINES l '--NEW 2 - 4 1 \,: 2ux 3/4 11 X I /8 11

( 100 x 50 x 20x3.2)

NEW

CENTER POST SHOWN AS DOTTED LINES

W/0 TO.P CHORD TYPE, SLIGHT DAMAGE AT TOP

SEE SCHEDULE

TRUSS TOP (RIDGE) REINF DETAIL

NEW 3/1611 THK GUS S E T ___ ,/"' -----

PLATE ·1 WELD TO NEW /

:~: CHORD CHANNEL //

2-1/2 11 0 BOLTS---~

2-411 x 2 11 x 3/4 11 x l/8 11

I 100 x 50 x 20 , 3 _ 2 )

NEW HANGER POST

10 11

(IS\ HAN GER

NEW

I- 5/8 11 QI BOLT

------- \ ---f--_ __ I ~-

1--EXST WOOD-TOP CHORD

I "k

' \ ------- - ------ EXST WOOD

_ HANGER POST

POST

\EXST WOOD HANGER POST

EXST PURLIN --,

EXST SUB PURLIN --,

,----EXST TRUSS TOP CHORD

' ---- EXST CENTER POST

l h

'. l'.·:j

'ro~H '' !--.:

EXST HANGER POST- -- 1 '~fo _, ---------------i ___ e-: _________ _:,,__ _ _::--,,,;__J_Jt: -- ------ ~ - . <) " :> -')--- , .- I . \

- ------ -----------\- -- _jf:_, _.;; __ --~-◊--~~-;,-_o__c\,"'i't~-----',;·.:i,J--------- 1 - I I \

' ' EXST BOTTOM CHORD-~ i 6'-0"IT-2, T-41 \

SI S2 jS3

;s4 S5 IS6

NEW 2-2 11 x4 11 CONT W/3/8"0 BOLTS Bl

WASHERS @ 2'-0" OC

5 RE PAIR

S9 S9 SCA LE

S?

' 51- 6 11 (T-3,T-5 l . - ---.............REMOVE AND REPLACE W/NEW 4 11 x 4 11

DIAGONAL BRACING 8 2-6" LG NAILS

ON BOTH ENDS

DIAGONAL BRACING DETAIL

l/2 11 = 11

- 0 11

,--NEW 2'1 x4 11 CONT WI 3/8 11 0 / BOLTS a WASHERS@ 2 !.. d 1 O.C

' _-EXST SHEATHING

PURLIN

-1 EXST SUB PURLIN

--EXST TOP CHORD

-EXST WOOD

CENTER POST NEW 2-4 11 x2 11 x 3/4 11 x 1/8 11

/ (100 X 50x20 X 3.2)

\ NEW

,"\ ~--2-4ux2 11x3/4 11x l/8 1\100x50x20x3.2)

V r, I i I I

I I CENTER POST

,,--3/16 n THK GUSSET

/ PLATE

_ r~1 HANGER POST

·,,--2- 1~2 11 0 ,-- NEW WOOD

, BLOCKING j' 4°x4"x 811 LG

I

11-411 /

=: 111------ : 1-ip : I _, 11 ! I' ru~---+-- I o I i---------,"=""l--+'~' ;..I i===-'l---_j_--\---t-

1 . I I I I i ~ J:i :J. I I 0 I I 1--- I / i J --"l. ":.L-1===:t~::1:1=tt=Ssl::::t1 :'::::=r:::1 j \ •~ 3-5/8" 0 BOLTS WI 6 11 LG WbO D

_ BLOCKING

~ - // ·~--- EXST WOOD

I/S , 3"'.T.YP ~ _ BOTcOM CHOR n NEW 3/16 11 THK GUSSET

10 PLATE WELD TO

NEW BOJTOM CHORD

CHANNEL

L2-:4 11 x 211X 3/4 11 x 1/8 11 C IOO x 50x 20 x 3.2)

NEW BOTTOM CHORD

SI S2

S4jS5

D

_f\\~ NEW 3/4" T HK (ACTUAL SIZE I

SHEATING -

\:......._ NEW 271a11 x i7su (ACTUAL SIZE>

AND 3/8 11 0 BOLT·, WASHERS

1t:r, z'-o" _, 6\

REPAIR PURLIN DETAIL 7 REPAIR SH EATING DETAIL

S3 St S9 SC ALE I /2 11 = I 1 - 0 11 SI S2 S3 S9 S9 SCALE: I ! / 2 II = 11

- 0 11

S6 S? i S4 S5 S6 S? i

--'"~- ( 3 - TRUSS TOP ( RIDGE) REINF SCHEDULE,_ DETt\lL . I._$ 9js~

I 0 TRUSS NO. T4A ONE SIDE INSTALL L - TRUSS NO. T4B ONE SIDE INSTALL z ~-----------·------ ---------------- -

"' 2274, 2278 I 1710, 1809, 1813, 1816, 1818, 1833, 2219, I w .a

Q_

..J I 2226, 22:78, 2352 I CD - - 2 EA - 10 EA

~ ---- ------- ___________ J__ ________________ --------

-BLDG. NO. AND TRUSS BOTH SIDE INSTALL

ELEVATION ELEVATION

@ HANGER

SECTION f-- NO. , I I I. \

EXST 2x 6 COLLAR--"

BOARDS

R I • i - '

- ' i - :

EXST CENTER

POST

r-cUT- OFF EXST

\ WOOD_ HORIZ COLLAR.

1--EXST

I -:---f---/

• • • I , -, I

------- 7 ----------i

POST (l)

I f-- (l) I

N w Q_ f--

TOP CHORD----- (l) l r<)

I 2-4 11 x 2 11 x 3/4 11 x l/8 1

"'--~---iH-

I

I IOO x 50 x 20 x3.2 I

AND 2- J/2 11 0 BOLTS

AT TOP El BOTTOM r---~-r--EXST HANGING POST

1808 T2D, 2124 T2D, 2308 T2C, 2403 T2C, 2203 T2C, 2142 T5B, 1816 T3B, 1818 T2B, T2D, T3A, 1819 T3C, 1828 T3A, 1829 T2B; T2C, 2217 T2C, 2218 T2B, T2C, 2220 T3C, 2224 T3A, T3B, 2260 T3B, -

2332 T2A, 2344 T2B, 2348 T2B, 2352 T2A , 2360 T3A, T3B, 2382 T3B, 2404 T3C

BLDG. NO. AND TRUSS NO., BOTH SIDE INSTALL

2205 T2B, T2C

BLDG. NO. AND TRUSS NO. ;: BOTH SIDE INSTALL

2146 T7A, 2267 T5G, 2326 T5C, T5F, 2336 T6, 2325 T9, 2358T5F.

GRAPHIC SCALES

0 1' I I /211

" l/2=1 11 -0 11 1211 0 2' s'

SYM DESCRJPTION DATE APPROVAL

REVISIONS

KEC INTERNATIONAL CO., LTD. U.S. AIR FORCE

ENGINEER-CONS ULT ANTS

TOKYO . OKINAWA 1 - ' I,..

--- -- ,--1 ---l_c_l, _______ L-/...--i./...L---i'----------i/l

' l--EXST WOOD

~r

: t NOTES

'--i----_;..i-.u._ __ --'---'------!- I. ALL WOOD LUMBERS SHALL BE KILN

DSGN DR

✓ ti

18TH CIVIL ENGINEER GROUP

718TH CIVIL ENGINEER SQUADRON',

KADENA AIR-BASE, .. - DKINAWA;· JAPAN

\ DRIED AND PRESSURE TREATED SEE

i 1 • - 0 11 --------''--~- -I

BOTTOM CHORD--~

W/0 TOP a BOTTOM CHORD TYPE

CENTER POST AND HANGER POST REPAIR

9"

DETAIL

SPECS FOR DESCRIPTION

2. ALL STEEL MATERIALS SHALL BE

HOT-DIP GALVANIZED AFTER

FABRICATION. SEE SPECS FOR

DESCRIPTION.

CHK CH ENGR

SU8!\/,ITTED BY

$izul tee.,-,,_ .3 JiJl'j '~/4'

DATE

DATE

REPAIR ROOF TRUSSES, SH- 98

STRUCTURAL

STANDARD REPAIR DETAILS

/ { Ju,,...~ ":;! ,f PROJECT NUMBER DRAWING NUMBER SEQ NO

SI S2 S3 S9s-9

S4 S5 S 6

SCALE: _ S I S2 S3 S9 So/ SC ALE I 1/ 2 II = I 1

- 0 11 tiilitEcHHIEtE-LFF--:-----il-□-kATriE:----l--~:'..:'.:'.:.'::.'....':'.'.'.'::".:::'.:___-l __ _::'_".'.:''."'.'~'.':'.':'.'.':.:':_ _ _j_-=':'."'.:'.___J i,:,--,,C..( ~ ;-;J.,,_,14--- LXEZ92-60_12 94---030 S-9

DATE

S4 S5 ,S6 S? /(]Jr1.JC/r DATE 3 JUN '94

SCALE

AS SHOWN SHEET .1 I OF 12

4"x 4 11 PURLINI--, 2"x 4n SUB PURLIN

\I " '1).--,:_ 2-iX 811 W/ /-5/81'0 8 T

-- J" THK WOOD SHEATING WI ASPHALT

/ FELT ROOFING

I ' I

' I I ' I

1-1/2 11 0 80LT7

I

\ 4

. ll II U r--2-2 x 6 W/5/8 0 BOLTS 8

/ 24-4 11 NAJLS, HORJZ COLLAR

I

BOARDS

I TOP CHORD

WI 2- 6 11 NAILS1 BRACING

;--2-2 11 X4u W/10-4" NAILS HANGER POST

4"x 6 11 CENTER POST

\\ "' a 32-4

NAILS .l----~~---~~-~.,.:::C~'>.,!l' -11 ~-J.-~""":::_ ________ .:_ _ _:_-j. -~:;~~i~?::tf:L<ftE::--__;;-c,,,-,}=-----',.___""--"'-"==--ia: ~- o- -~:__ ~I 11 ' :r:

\-\_-0:, /I

/1 /I i

" ll 2- 2 X 6 WI L-4\ 611 BOT CHORD coNc. soNo BEAM-----1

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T4 I- B TIO I- B ( HIP TRUSS ) ______ ,.,,_ -··-··" ··- ----- KEG INTERNATIONAL CO., LTD.

' T 5 3- B T I I I· B(HIP TRUSS )

ENGi NEER-CONS ULT ANTS

-· ------ ---- TOKYO . OKINAWA

' T6 3- B DSGN- DR

CHK CH ENGR

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FIRM MEMBER ITLE DATE

PROJ ENGR DATE

111 !

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DATE

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22' - 4 11

TRUSS

11 ,, li

( BLDG. TYPE 3-B)

DESCRIPTION DATE

REVISIONS

U.S. AIR FORCE

18TH CIVIL ENGINEER GROUP

APPROVAL

· 718TH CIVIL ENGINEER SQUADRON·,

KADENA AIR BASE ' , OKINAWA JAPAN ,

REPAIR ROOF TRUSSES, SH-98

STRUCTURAL

REFERENCE DRAWING .

EXST;WOOD TRUSS DETAILS

PROJECT NUMBER DRAWING NUMBER SEQ NO

LXEZ 92-6012 94 - 030 S -10

DATE 3 JUN -194 SCALE

AS SHOWN SHEET 12 OF 12

PANEL PANEL 2

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- 11 1/2 11

3 , - 6" 31 - 611

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RIB C4 ·--------

PRECAST CONC ROOF PANEL RIB SECTION

SCALE 11/2"= l'-0"

DESCRIPTION DATE APPROVAL

REVISIONS

KEC INTERNATIONAL CO., LTD. U S. AIR FORCE

ENGi NEER- CONS ULT ANTS

TOKYO . OKINAWA

18TH SUPPORT GROUP

CIVIL ENGINEERING SQUADRON

DR

18 11 WJDE 2-LAYER

GLASS FABRIC

WI BITUMINOUS

CEMENT

EXST BOND

RIB REINEORCEMENT---+-·-' I i I •

·.·1:.:.

' l i L---

KAOENA AIR BASE, -

LI A/

OKINAWA, JAPAN

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PLAN FOR

W/ REINF

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BARS

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AT ANCHOR BOLT DETAIL

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AT Pl P CONG

SLAB JOI NT

ROOF

CHK CH ENGR

t.u

SUBMITTED BY

TYPICAL VENT FLASHING DETAIL

FIRM MEMBER(T!TLE) DATE

PROJ ENGR DATE

UNIT C_HIEF DATE

CHIEF ENGR DESIGN DATE

INSP/RPR ROOF TRUSSES, SH-253

STRUCTURAL

PRECAST CONCRETE ROOF PANELS B

CONSTRUCTION DETAILS

THIS DRAWING SUPERSEDE DRAWING NO.KAO 603-3(R 3)

72-0043

PROJECT NUMBER DRAWING NUMBER SEQ NO

LXEZ 92-6012 S-4

DATE SCALE

AS SHOWN SHEET OF

THIS DRAWING SUPERSEDE KAD-603-3 ( R3J DWG NO. 72-0043 DATE 1994 JUN

2 21 2

2 2 I 5

2 2 I 6 YES

22 3 2 YES

22 3 4 YES

T6, T7D (2\, R 00 F

TWA

TWC

FRAMING REPAIR SCHEDULE

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REMARKS

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PROJECT

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SCHEDULE FOR BLDG. TYPE 3-B FOR BLOG. TYPE 3-8 , .

!- ~--------'-----------------~--------------------------'---------------l-------------'------------------·------------l

ONE SIDE ! HALF LENGTH l

TOP CHORD TWB, 1ap6 Tws, 1a26 T\YB, TW B, 23'15 TWA 1 2329 TWB, 2IIOTWC, 2358 TWB, 2209 TWA, 2246TWC

2374 T WA, .. TWB

ONE SIDE 2110 TWA, TWC, 2229 TWC, 2326 TWC, 2215 TWA

BOTTOM CHORD

2394 TWB , i

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---·--·--------------------------·--·--------------------1

BOTHSIQEIFULL LENGTH)

TOP CHORD 1702 TWC, 1707 TWB, 1716 TWA, 1834 TWB,

2215 TWB a TWC, 2216TWA,2353 TWC

2209 TWC,

BOTTOM CHORD l

2353 TWA

SYM

KEC INTERNATIONAL CO., LTD.

ENGi NEER-CONSULT ANTS

TOKYO OKINAWA

DSGN DR

GHK CH ENGR

SUBMITTED BY

c:ffi;I.J!Ubt~/Jn,._.. .3 JUI\I '"f-t FIRM MEMBERiTITLE)

CHIEF ENGR DESIGN

Uh•l' Pu-v-'-"

DATE

DATE 1

11 Jun, '/U

DATE

DESCRIPTION DATE APPROVAL

REVISIONS

U.S AIR FORCE

18TH CIVIL ENGINEER GROUP

718TH CIVIL ENGINEER SQUADRON

KADENA AIR BASE, OKINAWA, JAPAN

REPAIR ROOF TRUSSES, SH- 98

STRUCTURAL

ROOF FRAM ING REPAIR SCHEDULE

FOR BLDG TYPE 3 - B

PROJECT NUMBER DRAWING NUMBER SEQ NO

LXEZ 92-6012 94 - 030 S-6

DATE 3 JUN i94 SCALE

NOT TO SCALE SHEET 8 OF 12

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BLDG. TYPE 4 B 3 BEDROOM 8 UN ITS

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BLDG. REMOVE AND REPLACE j R O O F T R U S S , PURL IN ! '

REMARKS

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38 LF I 5 L F

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END TRUSS· TOP CHORD REINF. SCHEDULE

uJ 2-B 2102 TWB, 2208 TWO, 2237 TWA, TWDl 2366 TWO, 2228 TVIC ll.

I- 3- B 21 IO TWA, 2302 TWB ,2142 TWA, 2276 TWA 5 TWC, 235 0 TWA -

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TYPICAL REPAIR DETAIL OF DAMAGED RI OGE AT END TRUSS

1s4jS3 S7

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ADDfD ADDITION.-"-.:L REF.AIR (AfORK, _ LDE:C.195_

SYM

@D KEG INTERNATIONAL CO., LTD.

ENGINEER-CONSULTANTS

TOKYO . OKINAWA

DSGN -- -DR--

,Jj,-/

CHK CH ENGR

SUBMITTED BY

(ft[;"icu{l //'l ;,..,- 3 JU 1\14'.:'f

FIRM MEMBER T·ITLE . DATE

PRO~ ENGR DATE

. I 7 J,Jr" 1c!

DATE

17 J.,._, 14--

DATE

DESCRIPTION DATE APPROVAL

REVISIONS .

U.S. AIR FORCE

18TH CIVIL ENGINEER GROUP

718TH CIVIL ENGINEER SQUADRON .

- -- KADENA AIR BASE, - OKINAWA; "JAPAN

REPAIR ROOF TRUSSES, SH-98

STRUCTURAL

ROOF FRAMING PLAN, REPAIR SCHEDULE

8i DETAILS FOR BLDG TYPE 4 - B

PROJECT NUMBER DRAWING NUMBER SEQ NO

LXEZ 92-6012 94 - 0 30 S -7

DATE 3 JUN l 94 SCALE

AS SHOWN SHEET 9,1 OF -12

BLDG

N 0.

2 2 I 5

2 2 I 6

2 3 00

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YES

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20 SF 1

I k I i V ; l I I I

I / i I 20 LF I I i L----j_L __ _j_ _ _;__--+--------------':i----------'--_J_,--c._-+--------+------'---L, ----_;_,--+1--+-----t,----t------,1

'2-3 ~-~ ,-- . ··--L--- -- ----- -... --- --- - --1 .. --· ········- ...... ···················· -·· ······· _: ---.---1--~:: (~O_P_c_H_o_R_o __ :,6_4~,__~ .. .. . .. .. ! -__ L! s_L_F_·-L---~---l-!-----1------ll

2 3 I 8 : - . -12LF 6LF 6SF !

2322 19 LF , T7C, T7D @ ! T7C, T7D %:1 !

1------1-----1-----L' ----------'--JL----------+-----'---+----'---------+--~---- -···------'---L, ---'----"---r-----l------'1 i T5G, T9 @~ T9 (~ I T7A,T7C@

2326 YES

2333 YES

i ~ TWC , T50 (TOP e, I

BOTTDM CHORD )i::;6 ,S5/

TWB ( TOP

4 ,, CHORD) ''

36 LF

I I

98 LF 6 LF

6 LF. II LF

25 LF

I

30 SF I

5 SF

I i 1-----,,<<l=--------~-----------+------------i'-----+'----------l-------t-------+---t----t-.,..-···•--1------'------ll

/: YES ! T5F, T6 @ TSG I 42 LF 6 LF N. I. C.

FOR BLDG TYPE 3 - B BEDROOM 78 UN ITS

N. I. C.

BY

-r-----'----"'---'--' :,,,,.---. _-------'--~---,--,---------'--'--· -----'----~---~· ---'--t

REINFO~ED END TRUSS REPAIR WO.OD STEEL CHANNEL END TRUSS REPAIR

SCHEDOLE FOR TYPE-.

EAVES

3-B

SCHEDULE

BLDG_.· TY¾ .· 3~ B FOR BLDG_.

------------------+-------------~---------------------~.-l

ONE SIDE .1 HALF LENGTH J

TOP CHORD

BOTTOM CHORD

I 805

TWB, 1806 TWB, 1826 TWB 1

T.w· 8,231 5 TWA, 2329 TWS, TWB

2215_TV✓ C, 235-8 TWB

JO TWC, 2209- TWA, 2246TWC

23 TWB, 2374 TWA, TWE

BOTH SIDE IFULL LENGTH)

TOP CHORD

BOTTOM CHORD

1702 TWC, 1707 TWB, !716 TWA, 1834 TWB 1

2215 TWB 6 TWC, 2216 TWA, 2353 TWC

2353 TWA

2209 TWC,

ONE S 1D-E 2110 TWA, TWC,

BOTH SIDE 1702 TWC

I _____ , SYM

KEC INTERNATIONAL CO., LTD.

ENGINEER-CO NS ULT ANTS

TOKYO OKINAWA

DSGN DR

CHK CH ENGR

SUBMITTED BY

cffil.l!U£t w'liF,._. .3 JU !\I , "l:t

FIRM MEMBER/TITLE} DATE

PROJ _ENGR DATE

6i ~ L/0/...t.t£-..-, /6 _A,,1& 1. %.

CHIEF CO N.TRACIS DATE

;;tp\.. ??&:7.:i 1 ;J..,., C/Y: , 2229 TWC, 2326 TVI/C_l 2215 TWA ·

DESCRIPTION DATE APPROVAL

REVISIONS

AIR FORCE u.s

718TH CIVIL ENGINEER SQUADRON

KADENA AIR BASE, OKINAWA, JAPAN

RE PAIR ROOF TRUSSES, SH-74

STRUCTURAL

ROOF FRAM ING REPAIR SCHEDULE

FOR BLDG TYPE 3 - B

_PROJECT NUMBER DRAWING NUMBER SEQ NO .

LXEZ 94-4074 95 - 02.7 S-6

DATE

24 JUL. '95

SCALE

NOT TO SCALE SHEET 8 OF 12

N

I - "' .,.,, ~·- ---•. C\I

-------.,>s--•:.--c.~ ~, '. .. ;. _- ... ·

. 1

76 I - 8 1

·1. l · ---.

oa=======================!==============,i

I I I I I I uJ 0..

..I w Q..

-N

+I •

I

REM_OVE EXST SOFFIT, fACJA--::ANO REPLACE-----..

W/NEW SLAG GYPSUM BOARD SOFFIT S WOODFACIA

INCL, FURRING AROUND ROOF, EXCEPT

CONC ROOF

. I

' I

~ i . I

IF.==:!1-_j

---- EXST TILE ROOF----

20' a'

---. ------7

\ EX ST CONG ROOF

REPLACE W/NEW

WOOD.FACIA

I I

~-N.I.C. IRETAIN EXST-

1 . SOFFIT NO SPACE

ABOVE CONG ROOF)

' r I I I l

. I "' 0

88'

-REMOVE EXST. SOFFti.-FAc!A .. :~------ ---

AND REPLACE W/NEW SLAG

,7 I I

. I

I I I I

GYPSUM· BOARD S{)F,FIT S. .WOOD .. ,F.-"CIA

INCL,.FURRING AROUND ROOF .

--EXST TILE ROOF •

SLOPE SLOPE I

I I

: ===-< ;=j,====i ' ' ! 1 L----•------------...l

I

RIDGE LINE _J

-N

----"--EXST TILE ROOF---

-I 0

..I

VJ

RI-OG'E LINE

I I I I I I I I I

I I I I I I

RIDGE· LINE · . - l '-rt)--- " __ .JQ __ ., ___ _ { . . . l· ..

I · -· - • f

I I I

~--EXST TILE ROOF--~-

r-~------·------ ------------------'- 1--- -

I ROOF PL AN

858 SCALE:

SF

REMOVE . EX ST SOFFII.:fACIA:.AND

REPLACE W/ NEW SLAG GYPSUM BOARD.

SOFFIT S. WOOD-FACIA';·1 NCli,.FUR RI NG

AROUND ROOF

FOR I - B SINGLE UN ITS

. NEW VENTS ON SOFFIT

79 UNITS

I

. . . . . I . . . . 17_ ________ ·~ ----------------1 ' L.._ ____ _

2 ROOF PLAN FOR BLDG 2277 TYPE.1-B (MODIFIED)

S8 S8 S CALE : I/ 8" = I' - O"

:A . I I

7// TDP CHOi-.D- 4- B<J- ::::::ol£W::: z:"1;_4" PU R.Ll N

I -NEW . /

·.r:7 ' f ' ,.., I I

I

· 8B I I

I I I I

11 11--lt---+-NEW VENTS

I (SB'

ON SOFFIT-- ~as~

I UNIT ..

.. I I

~-L

I . , _J __ _

ROOF PLAN.FOR 2-B

S8S8 SCALE: 1/8" 7 l'-O"

DOTTED LINE·SHOWN---:;,,-,::.'--_,,,,.

( STANDARD) 62 UNITS

LINE

.A:'-C- REMOVE EXST SOFFJT;rACIA-:.

AND REPLACE W/NEW SLAG

.GYPSUM BOARD SOFFIT a WOOILfACIA .•

INCL FURRING .AROUND ROOF

I -0

!1

-,,,.I __ _@ I W I c:::;::::===::t:===:;::::::::-::5:t. -rl I f'~"'.t.Dc. New 2 x 4-"

EXST C,ONC

TYPICAL SF. so' -101/2'

&11 LG. NAILE.r-<..., a a ( N. I. · C.)

'--+-DOTTED LINE SHOWN .· =

"' .EXST CONC GABLE WALLS _,

SECTION A-A 5ECTION · B- e, • · 6 ROOF

PLAN FOR 3-8 SINGLE UNIT

S8 S8 S C ALE; 1/8'= l'-0"

- 6 6 UNITS

'3'R00F PLAN FOR

22 69

BLDG ,2385 TYPE 2~8 (MODIF-IED)

f8 s~ S C A L E : . I I 8" = I' - 0"

ROOF_,_~~

_i.:::.._.· REMOVE ·EXST SOFFIT ,-FACIA .AND REPLACE --~4

·w1NEW, .. si.11G GYPSUM BOARD .. SOFFIT a wooo:.f6<::IA-::

INCL FliRRING AROUND ROOF.

SB

S8S8

TYP

::J<t,pAJR w/c:.lcM,MOR.T.AR--. ""• ~ . · -:/$e WHITE'. Cl!Ml:'..NT ·

~ ?>"• 1/e;",cr1/z' GALV-_!:~ 9TL CLIP w/ 2.- ?>/1e,''

.. BLIN17 IZIVET5 . e;,:.....e_ -· . -:z:- #'!0 WO "7C~SW'="' fl E. W FAC. It",.

• ,z",<1'x-ll°z,:;;; $A-GAtV --~ " e;rL FLlF,~ING - .

· 99 ···•s0FFIT

585 SCALE: I 1 / 2"• I' --0 11

1/4' THK SLAG GYPSUM CEM

BOARD .W/PAINT FIN

"'" ,-,. ... , __ FURRING.111xl~x26GA CONT

'-------1• WIDE x 1/.16·• THK l25xl'.5 l ALUM

\\ .. . . .. . i. · FLAT,BAR -SPACER 2EA BETWEEN

. WOOD TRUSS ES_·.: ·: .

EXST GABLE. WALL

GABLE DETAIL

·1 8 DEC rn

~~~~1sx u;xo.Of60 S.TNLS STEEL

VENT SCREEN CONT

i't1 ADDED l\(OTE FOR BLDG.2206 5/12/97 ., /Yir t-~--ct=====c-,-:=::-,-:c-::-==-:--:c=--======-,,.-::-:-------t---t--'r-17-c--l - ' ' ;2\i-4. REVISONS INCUJDED INCONTR CT MODIFICATION •1101. 5/7,/97 . ' '------ l'x 3/ 64' ( 25 x 1.0 J A LUM_ FLAT BAR

CO NT AND #< 6 ROUND HEAD STNLS STL .

TAPPING SCREWS@ 12' 0.C

so VENT SCREEN DETAIL

SYM

DSGN

. · ., . ADHESIVE IN

'JOINft EPOXY!

· . : .... , .· SLAG GYPSliM -CEMENT•. · •.,· CHK . · ..

• 19132" ·S", BOARD 1/4''.iTHK-W/PAINT- <'.;

THiS $1 DE

- 'l:0 MIITCH EXST COLOR -~ -·--·· -·-

FURRING •.

Af' LIES TO·ALL BLDG T.YPE: SIGNED APPROVED. 3

KEC INTEA:NATIONAL CO., LTD.

_ ·-,~~GINEER-CONSULTANT~

TOKYO'._ OKINAWA

DR

.Jf./

:-OATE

DJ(TE

DESCRIPTION APPROVAL

REVISIONS

_ U • S .. , . A I R £ 0 R C E ...

. · ·. 718TH CIVIL ENGINEER SQUADRON

KADENA AIR BASE, OKINAWA, ,JAPAN

· REPAIR ROOF TRUSSES, SH-74

STRUCTURAL

'SOFFIT El FACIA REPAIR DETAILS

PROJECT NUMBER DRAWING NUMBER SEQ NO

95-027 i i

EXST WOOD PURLIN

I ~·,.,.

<f\

"' II

"' L_EXST WOOiD COLLAR BOARDS /

NEW /

5/B" -fr BOLT _j

''-.,_ BOTH SIDE iS ,//

"-------EXST WOOD TOPI CHORD--~

EXST WOOD------.....; L

CENTER POST ,-

POST

SI S2 S9 9

S3 S4 S5 S6

TOP

SCALE

~-- NEW 2 x 6 WOOD BLOCKING ATTACHED BY

// 4 X3"1.B'. NAILS BOTH SI DES

.,,,/ ( SHO\VN AS DOTTED LINES l

NEW 1/2"¢ BOLT@3'-0" 2: 0.C. r AND WDOD BLOCKING (TYP.)

"--------NEW 2-4 11 x2ux 3/4 11 x !/8 11 !!00x50x20x3.2)

CENTER POST REINFORCEMENT -

AS APPLICABLE

NOTE: NO WELDING AL LOWED

THE C~iL ING.

ABOVE

2-4"x2':x3/4"x us"~ 1100 X 50 X 20 X 3. 2)

NEW HANGER POST

HAN GER

CHORD· REPAIR DETAILS

~-- EXST WOOD

CENTER POST -

NEW 112"0 BOLTS

@ 3'-011

:: O.C 8 WObD

BLOCKING 6' 11 LG

----------- ( - FOR TOP CHORD TYPICAL

\ ~ I --

1. .

'---- E XST WOOD' TOI:' CHORD

"-._ EXST WOOD

HANGER POST

POST

SI s2 ls3 S9S9

REPAIR

- i

RE PAIR

POST

5'- 6 11 (T-3-T-5) \

_, \ ..... ___ REMOVE ·AND REPLACE. W/NEW 4 11 X 4 11

DIAGONAL

DIAGONAL· BRACING 8, 2·6" LG NAILS

ON BOTH EN OS

BRACING DETAIL

SCALE : 1/2"= l'-0"

-NEW 2'1 x411 CONT W/ 3/8u0 / BOL1S Si WASHERS@ 2 ~at• O.C

'----EXST 2''x4!1 SUB PURLIN

PURLIN DETAIL 7. REPAIR SH EATING DETAIL

SI S2S3.S S9 S. C A LE : I /2" = I' - o" SI S2 S3 S91S9

S4 S5 S6 S7

SCALE: 11211 =

NEW 2" THK ¼

BOTH SIDE

SI S2 S3 S9S9

S4 S5 S 6

TRUSS

SCALE:

EXST WOOD _ _/

BOTTOM CHORD

SECTION

@CENTER POST

ELEVATION ELEVATION

@_HANGER

S4 S5 S6 S7

~--EXST WOOD

BOTTOM CHORD

SECTION

POS.T

-~ TRUSS

0 z

TOP ( RIDGE) REINF. SCHEDULE, DETAIL

"-._TRUSS NO. T4A ONE SIDE INSTALL , TRUSS NO. T4B ONE SIDE,.,IN'$TALL --~--------------~------------~-----,, ' =~ ,.-c-=~,<7~ /

25 2274, 22;,;s," _ l (1710) 1809, 1813 ,s,6 .fE,18 1833,(2219) -

~ -' - '-.. I (2226) .2278,~- >- m ______ "'::.,.~--- ___ 2EA _ L ______ _,L ____ · ___ _!?~A f-:- - _ BLD8'c,.t;JO. AND TRUSS NO. ; BOTH SIOJ;,fNSTALL · . _ -- .--·------,--------- .. 7- --------- ---ro I -

@QIDT2D ,(@]]) T3B ,~~iT2D, T3A,@@:1),<r. 1828 T3A,~ T2B, T2C, 2124 T2D,~T2c, 2218 T2B;r;z..s., 2220;;3e, 2224 T3A, T3B, 2260 T3s, (230©Tr-,.C,@g) T~, ~ T2t ~,,T'2E@@ T2~ T3f:: T3B, 2382 T3B, BOTTOM CHORD REPAIR DETAILS

2403 T~,(2404:)T::Je _ ,/r"",, -_ . - -

2 't-"'~ . '"s

·.,,r' ·,.

--- EXST TOP CHORD

CENTER POST

TOP (RIDGE) REINF DETAIL 4

lu=l1-011 SI S2 S3 S9 S9

S4 S5 S6 S7

EXST 2x6

BOARDS

; I

1 1

- 0 11

CENTER

I I I .

2-4 11 X. 2°x 3/4 11 x l/8 11-----l-t-

( IOO x 50x 20x3.2) \

AT TOP a BOTTOM

AND 2-1/2" 0 BOLTS \

NOTE:

__ PROVIDE ON BOTH SIDES

OF THE CEN_TER POST

TO BE REINFORCED.

I I

I

'---EXST WOOD - BOTTOM CHORD--~

I ' ' I

CJ

- ~i---r ' .

I

J

911 , (W/0 TOP a BOTTOM CHORD STRENGT.HENING)

CENTER POST AND HANGER POST REPAIR DETAIL

SC ALE I 1i2 11 = I I - 0 II

EX

I

I

2146 T7A, 2267 T5G, 2326 T5C, T5F, 2336 T6, 2325

ST HANG ING POST

NOTES:

I . ALL WOOD LUMBERS SHALL BE KILN

DRIED AND PRESSURE TREATED1 SEE

SPECS .FOR DESCRIPTION

2. ALL STEEL MATERIALS SHALL BE

HOT- DIP GALVANIZED AFTER

FABRICATION. "SEE SPECS FOR

DESCRIPTION.

GRAPHIC SCALES

SYM

DSGN

CHK

" 12 11

1/2 = ! II - 0 "

I " 1' - 0"

KEC INT_ERNATIONAL CO., LTD,

ENGINEER-CONSULT ANTS

TOKYO • OKINAWA

DR

CH ENGR

FIRM MEMBER lTLE DATE

PROJ ENGR DATE

6"

1' 2'

'0

DESCRIPTION

REVISIONS

U.S.

718TH CIVIL

KADENA…