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a OHO
<br /> EXIST. ROOF CONST. � EXIST. ROOF CONST,
<br /> o i
<br /> .., EXIST. •WALL Ao EXIST. WALLz
<br /> Z CONST. L• CONST. a 0_ 0
<br /> 41
<br /> I--
<br /> ta': r 1 01 . **,++,* t „ 4, J z tD 0
<br /> 15'-4 1I8" TO 16'-5 1/4" 15' 4 1/8" TO 16'-5 1/4"0
<br /> /� \\ /\ \\ \, — T.O.B. -VFY. 0
<br /> O \ \ \ \ T.O.B.� -VFY.
<br /> ��__ < EXIST. W3OX50 ____� \ / < EX I 5T. W30Xg0,' 0 IV cI Z
<br /> BEAM -VFY. "� BEAM -VFY,
<br /> ito 0 0 0 0
<br /> ,_,._ EXIST. SECOND
<br /> EXIST, SECOND :
<br /> ,, ,?, ,?, a
<br /> j wLOFLOOR CONST. FLOOR CONST. (E ) (;-4) O (c) �.
<br /> A121-0" ( 1120 ) 12'-011 ( 112.0') 0
<br /> 1-1 T.O. LONG. Wfl T.O T.O. GONG. QU I ROOM 0
<br /> • 1 1
<br /> J (101
<br /> - -_-JL----- A- .- _ - - 0 0
<br /> NEW G 12X20.7 CHANNEL O - NEW G 12X20.7 CHANNEL OFF I GE OFF I GE 8
<br /> PER STRUCTURAL PER STRUCTURAL 11031 11021
<br /> if-, s__H_______c__ 0
<br /> - O =I XTU '� SG# DU 2 1 6
<br /> COVER EXISTING GLU-LAM ; I REMOVE EXIST, DOVER EXISTING GLU-LAM REMOVE EXIST. �� o = Q
<br /> SEAM W/ 5/S" GYP. BD. LAY-IN BEAM W/ 5/8" GYP. BD. LAY-IN I O o - �►1 "' *- F1 W 71.1 _
<br /> GE I C I NG IN ITS CEILING IN ITSEillEll -- oam
<br /> SOURCE: NATIONAL ACCOUNT VENDOR _ 3
<br /> ETIRETY ETI7 --. �, .- ._. _ _
<br /> FIXTURE: F105-FL-H-35 -NAis-
<br /> r1. W
<br /> :: \ - ME ME LAMPIN6: ENGINEERED PER H6T. AND di o'' ,
<br /> EXIST. GLU-LAM EXIST. GLU-LAM ..-.. _ I
<br /> SPACING m
<br /> Ili;
<br /> "
<br /> BEAM j BEAM 11
<br /> 1 -0 \ 0 -' F5
<br /> m oi
<br /> I — "- - no ME SOURCE: NATIONAL ACCOUNT VENDOR
<br /> am FIXTURE: F501-FL-ITL-55
<br /> E
<br /> U� - -1 ME am CAMPING: ENGINEERED PER HGT. AND U
<br /> PATCH EXISTING WALL A5 PATCH EXISTING WALL A5 i ,. - IIII � ��\ - SPACING
<br /> READ. AT NEW OPENINGS READ. AT NEW OPENINGS \ \ (4)
<br /> ASM . _
<br /> 0 F155 mN �-
<br /> ter- U
<br /> O O ® o `` O SOURCE: NATIONAL ACCOUNT VENDOR cE, a)
<br /> OFF I GE = a<r
<br /> { I FIXTURE: F 1 gOq-HUB-H320-40 a N
<br /> 11001 = CAMPING: ENGINEERED PER HGT. AND N tia
<br /> N N
<br /> i 151_0° 15'-0" 15'-0" 15'-0" �' 51-0" SPACING c4 ,..„11
<br /> EXIST. CONC. SLAB EXIST. CONC. SLAB / / m �w
<br /> o'-o" ( 100,0') 6:0,0.-0. ( 100,0') -
<br /> 3.�
<br /> 1.-/T.O. CONC. <r v; T,0. CONC. O O O + O \ O _ - 1
<br /> SALVAGE AND REUSE
<br /> EXISTIGN SOFFIT d- _ ' W
<br /> AA I _ �1 1111111 I,�'A NY SERV I G SAY METAL AT EXTERIOR 01
<br /> - m L=
<br /> t >�!� 10\ Y�1t�t L�L S 10� (104( = SOFFIT AREAS
<br /> o — Mill =7±741111
<br /> 1!2" = 1 '-0" 1/211 1 '-0"
<br /> 9 _
<br /> iT:\ ED oliN4.„,...
<br /> sirlido 4... d, -,_..,,,-,,;_-,.,____:.-.1„,
<br /> ° I ,_______.___,0___________,(_-_-_,_____4_i 0 0 0 \ o '
<br /> o
<br /> SIM. -
<br /> SIM. EXIST. SECOND °j
<br /> Aglik FLOOR CONST. 110 .
<br /> ____,
<br /> 121-0" ( 112.0') ---LEGT EP CEILING FLA\
<br /> : _ ;._ _____ ____ ____ T.O. CONC. -VFY. IV
<br /> O `--O i7y\ T\ 00 — -- \ AO \O 1/8" = 1 '-0"
<br /> �\ 11 "--
<br /> 7\\
<br /> REMOVE EXIST, MTC,
<br /> LINEAR DLG. IN EXIST. MTL. EXIST, N12 X
<br /> i ITS ENTIRETY LINEAR CEILING
<br /> REMOVE EXIST. LAY-IN -INSTALL
<br /> GE I L I NG IN ENTIRETY NEW 6005162-33 ® 24" 0.0. OE NEW CLOSURE
<br /> -INSTALL NEW LAY-I N N/ 5/8" GYP. BD. ON 6 M I L ALONG NEW STUD COMPRESSION POST @ 12 GA. VERT. HANGER GODS RBQU I REMENTS ( 1) PAF , (2)
<br /> AGOUST I G GE I L I NG TO VAPOR BARRIER (I N i L I OR 5 I DE) WALL 12'-0" 0.0. E.W. @A4'-0" 0.0. ADJ. SUSPENDED GE I L I NG SYSTEM TO COMPLY WITH: ® 32" 0.6.
<br /> 1 PAF
<br /> ACCOMMODATE NEW ROOM = 5/8" GYP. SHTNG. (EXTERIOR '
<br /> LAYOUT ® = DIM 5 i AND ASTM C 635, ASTM C 636, SECTION q.6 OF ASCE
<br /> a
<br /> t� LOADING PER CODE.
<br /> SIDE) -BRACE TO FLOOR DECK ( 362T100-33 1 z
<br /> RE: DET. 4/A3. 1 SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
<br /> 4,1
<br /> Cr 1 ABOVE to, G I SGA R11MENDAT I ONS FOR SEI 5M I G DESIGN CATEGORY D,E 4F. @ TOP W! \J g
<br /> NEW ALUMINUM #8 ST5 ® EA. E 3625162-33 a
<br /> I A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. z
<br /> STOREFRONT ® FLANGE -TVP. 32" O.G. z
<br /> {C NEW ALUMINUM STOREFRONT 12 GA. SPLAY 411111*.-► 3 TURNS B. THE WIDTH OF THE PERIMETER SUPPORTING ANGLE SHALL BE
<br /> 11 WIRE IN PLANE MINIMUM NOT LESS THAN 2". w
<br /> 1/2 CHAMFER C. FOR CE I L I NG AREAS EXCEED I NG 1000 SF HORIZONTAL U
<br /> NEW I NF. ( OF EACH CROSS RUNNER RESTRAINT OF THE CEILING STRUCTURAL SYSTEM SHALL BE (4) #8 SELF F- a
<br /> RUNNER PROVIDED. THE TRIBUTARY AREAS OF THE RESTRAINTS SHALL BE TAPPING SCREWS Olil
<br /> CONC, SLAB •:
<br /> PER STSLAB. NEW 4" CONC. SLAB W/ 6 X 6 PATCH PAVING AS MAIN RUNNER "" APPROXIMATELY EQUAL.
<br /> U
<br /> N2.5 X N2.5 WWF ON 6" GRANULAR .-. 611 REQUIRED AT SE I SM I G BRAG I N o D D. FOR GE I L I NG AREAS EXCEEDING 2500 SF A SEISMIC JOINT OR o
<br /> //
<br /> FULL HEIGHT PARTITION SHALL BREAK UP THE CEILING 50 THAT Z
<br /> al 0'-0" (100,0') ; I BASE ON 10 MIL VAPOR BARRIER NEW CONSTRUCTION z w
<br /> NO AREA 15 GREATER THAN 2500 5F. 3625162-33 SUSPENDED z •
<br /> pcc
<br /> 1.1 T
<br /> T.0. NG.
<br /> E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT HORIZONTAL @ 16" O > ACOUST I GAL ~a 0
<br /> NEW (2) #4 GOVT. w - __ 0I-0" ( 100.0') DEFLECTIONS SPRINKLER ANDG 1 11 f3-- 'S Z
<br /> HEADS OTHER PENETRATIONS SHALL CEILING L I NG @ q -0z
<br /> r- Q z a
<br /> _ T.O. SIL ATTAGMENT =n
<br /> � _T-l-•='r-•fir-Y�-•'•r? ..d:'.-Y'-•-� _. riT"..5''- iP-.«:s��,«:�«.«:-i!.'+lti►i�i�:.« .«,o.«ice.
<br /> ALLOW FOR 1 KCL. MOVEMENT OF AT LEAST 1" IN ALL
<br /> HANGAR MAX ATTACH TEES AT HAVE A�2T OVCI�IZE RING, SLEEVE, OR ADAPTER THE A.F.F.AFF a z w Co
<br /> CEILING
<br /> iai .j!A ,T::;T,.-T._ .,thlt.#._�_,+r.-:._s't a�,_.+r•-:�!-i►r a .ii -r T.�r+r._;Ala;-.�: vr-s 1;:f..-�:.♦lijih..: •E.,is a
<br /> -)0 -5 q q.58 ..+�....,..�...�.�.r ..•..,....�.�.Y..._��.�.�.��.�....,.,,... .µ.r.�.....,..Y.�.._ �.►r..._•.._•,._•,.�! ,,-.�. ,.. .�...: STARTING AND ONE DIRECTIONS.RECT I ON5. >- a_ _
<br /> ( ( --- - -»-_•_�- - -L-u.-_�- �.,.f:�.._;,,�« «....._,«..;..,,.., ... .,_,...�. ..�;«-.,...,..,,...,�,.._.. . ,. ,...,.... 1.«.. ...,.«... RUNNER O
<br /> .'41[* .4141-!..041 �,_,:-x;4404 14 *.��,. :.�..,*,_ ..�4 f::�..,*..1._�.-1fin it _.,1„1:11,11iilli e Q c i-
<br /> mV T.O. GONG. . .:_ �``�--__ -- ADJACENT WALL ONLY F• CHANGES I N CEILING L I N6 PLAN ELEVAT i ON SHALL BE PROVIDED pp
<br /> *.:r► ..: _ Al! 362T 100-33 J o
<br /> EX I 5T. CONC. NEW *4 DOWEL @ 24" 0.C. =+i. �:: am d' GE I L I NG TILE � 1 �1'; WITH POSITIVE BRAG I NG. - r 11-2" (1 1 , 161') w w w
<br /> F.0. WALL 6, GABLE TRAYS AND ELECTR I GAL CONDUITS SHALL BE SUPPORTED BOTTOM W! o T.O. FRAME 0v w w GO
<br /> SLAB TH I GKEN (,,1 -2° I NEW (2) #4 CONT. / I N�TLY OF THE CEILING. #S STS @ EA. > 0 cn W o J
<br /> WALL ANGLE Jr-PROVIDE 3!4 MIN. H. 5<r1� GEILINGS SHALL BE SUBJECT TO THE SPEDIAL FLANGE -TVP. I 4 ALUMINUM cwn w rnEDGE -YFY- CLEARANCE AT OPP. I NSPC-GT I ON REQUIREMENTS OF 56GT I ON A..1.3.5.5..1 OF TH I 5 STOREFRONT
<br /> EDGE TREATMENT WALLS
<br /> STANDARD. 1
<br /> INAL�_ SECT 10\ I I N �I �t DETAILS Drawing:
<br /> T1P I GAL AAL L BRAG I NG
<br /> c --. -
<br /> I.
<br /> I .
<br /> " II 1 11
<br /> 1/211 11-0"
<br /> 1p�1 1 . 1 .0 1 . 1 -p A2. 1
<br /> .......:
<br /> 09c-3066
<br /> 6816 Evergreen Way B1106-019
<br />
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