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HomeMy WebLinkAboutCONSTRUCTION PLANSL i c5 ON z O H 03 \H / W p CU 0� \ Qj 0 d 00 Q 0 O Lii z J o W Q (U W > ti CD \ 0 3 W v c -c o 0)3: u 0) , -6 d N 4' d f� U ll p LD ° ° W21M i1vE ° J J P� L1 C z 0 > of >- In J am d= Li� J c 4 M N (� w2(U i U OJ N � W N H a W 7 U JM I H U LO W y -1 Za W _j .D w 3 z u� =fv) a �m Q Mu.= a q MN= N a ti � w O 3 p C3 o 1— F- U u Q Q L� L� n J L� W F- U z ry O W >- H Q 0_ J 0 � Z � � Q 0 0 w Q� pq LD r � 0 3 z z W = U U z �1 J Q W LLJ O q W U z 0 = J 0 W H W U � � � O Q Li W I J J p x L7 0 p A x o Q � 0' x L� ai �D (Y) x L o O 0 _z +' d O Q u e +n o O L O —9j i u 0_ J p 0- Sheet 4 0 1 HOLES 24" O.C. 2j"x4"x4" A3 On: i 21l"x4")4* A4 OTY: 1 2j"x4"4" AS On: 1 21"x4"4" AS an: 1 (6 2j"x4"xj" Al2 OTY: 1 A14 La 0 0 0 �J"0 HOLES A 1 5 0 0 0 I HOLES 24. O.C. 1.1 0 0 0 O 0 4"x3"x4" A9 OTY: 1 L "�� 6•� A4,f :l �t�� d�.L v'i U A:.'d �i.A �a '{� f^s+. E" l.n .. 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I I � 1 I I I 1 I I I I I I I 6'X6'Xj' I i I I I I I I I I STEEL COLUMN I I I I I I I I I I I I I 3/16' I I I I I I I I I I 1 I I I I I I I I I I i I I I I I I 12'x12'4' BASE PLATE CB3 8X29 CONC. BEAM SC4 6"x6"xj" QTY - 4 EL +23'-0' TOP OF BEAM EL +21'-0j' TOP OF PLATE E) I EL +12'-8' TOP OF BEAM 12'x12'x�' CAP PLATE (3)1'0x8' STUDS 6'X6'Xj' STEEL COLUMN 12'x12'4' BASE PLATE (4) a' HOLES 6'X6'Xj' STEEL COLUMN 7 ... I �''¢:8C1i18d 1'p"y ❑ Uo i`jiot R' ., ;h iuit �, ei we,I.ii.L 4a,dy 0:J0B ar'�.w:�sa A�.A j v <- �,". ,,Lx:.� 1n y i d E Z C7 H H w o CU p 4. d CO A CD O Z J CO Q J o A Q (U w _ \ Q > CD O co j o 3 PQ -6 N � i 1 O 0) 3 U 0)LA d N +' d i S d i Pa U Pa F= L7 U J J R1 (L z r 0 c`)) >- ID J co J c CL d zLLJ 0_ ¢mom Z N � O_j 0 ¢Qo n n n U -Ipwq I U _jLov. I —I A ¢ ma4 . ra O t1 ro64 a cu_ja } N w13 < 3 O U U Q Q L� L� J w w U 0K w H O_ Z � C7 C7 l7 L7 r w = U Q z w A w f— H Z E3 (/) w _ r- U CK Q� u Q J w J ZO CD X L7 1-3 W Q o iD cr) U X X L� Pq k10 Vi X O O O Z U d _p u .F 1 C- 4 u i O U U1 O O U i IZ O J 0) A i 0- Sheet 12 RAILING (BY OTHERS) VARIES SEE PLAN TOP OF SLAB 28.50' NAVD STRUCTURAL SLAB,_/ SEE PLAN FOR THICKNESS AND REINF CONCRETE SEE M SECTI❑N 3, LLV 3x5xY4 CONT FASTENED W/ %" HILIT KWIK BOLT 3 (MIN 4h" EMBED) ® 24" OC METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD CEILING I I MASONRY WALL (BEYOND) I STEEL JOIST, SEE PLAN L L d N H DO u' > o MASONRY LLV 3x5xY4 CONT FASTENED N WALL W/ 5/8" HILIT KWIK BOLT 3 0, CD s —, (MIN 4Y2" EMBED) Q 24" OC 3 00 METAL DECK, z° SEE PLAN — s s CV lj ....-__-- SECOND FLOOR J OD _ a a 29.00' Li NA = `� TOP OF TIE BEAM — a a e > (D rya 28.67' NA VD 00 00 0- 51 o pq N � L _y O N ul STEEL JOIST, L s d -> d SEE PLAN A Q Q1 L3 pi Li a z MASONRY L CEILING J J ID WALL— — Z4� acu u ¢W� I- W6r- (J .J� I U JL7 I J Z 3: 3�m c) a a cu 0 0 U U a SECTION --NED T 3 �" OC LL LJ u w H O C7 � LL L7 L 3 w = U Z Q Q w W I- H z I-0 C7 W F_ - U IY <t w z H J H _I H o Q X ........ ...... _.. U r� CD I/_ X '�.y O pq W H \X 14 J� As, Pe, l f,! u 1 5` 14 �.:•;. �v7.` a. y:ie:{{e.E, 3.�.1 Patits3"%'@ i] ?,'O u�.�jayu'�ut,I^� I 0 z r F LL�:�'�Z'/d✓ Ud ' ' O U U L 'L N- -- U > 1n o L L U Q_ 0 Sheet 15 RAILING (BY OTHERS) LLV 2Y2x3xY4 CONT 28.75' NAVD TOP OF BEAM 28.59' NAVD CONCRETE BEAM, SEE PLAN MASONRY WALL TOP OF TIE BEAM 28.67' NAVD ° i MASONRY COLUMN ",��(BEYOND) TYPE A EMBE SEE SCHEDUW METAL DECK, SEE PLAN SLOPE LA L DOOR z MASONRY WALL (BEYOND) j co wclu o 0) CD P � o M P 0 ( I I METAL DECKDEEP, LLV 2Y2x4xY4 CONT I I SHOE SEE PLAN z 2" STEP SECOND FLOOR °4 14 29.00' NAVDCD Jco i w TOP OF BEAM � 0- 28.29' NAVD o 3 �a cu c -y °N' O Ti a, 75 a v Q Q u p LD I STEEL JOIST, STEEL JOIST, SEE PLAN SEE PLAN PROVIDE POCKET IN BEAM AS BEAM, CEILING _STEEL REQUIRED. PACK W/ GROUT SEE PLAN 3 AFTER JOIST IS INSTALLED J J ccl c N W=N ¢ N m�� i ¢ N 0 In JZ" CONCRETE COLUMN X Lo � W 3mm — - (BEYOND) H A ,�.,dQ a H q o MN= Imo ��a D SECTION a a LLV 2Y2x4xY4 CONT TYPE A EMBE SEE SCHEDIJ.:I� METAL DECK, SEE PLAN SECOND FLOOR 29.00' NAVD STEEL JOIST, RAILING (BY OTHERS) VARIES SEE PLAN TOP OF BEAM 28.50' NAVD CONCRETE BEAM, SEE PLAN LLV 3x5xY4 CONT FASTENED W/ %17 HILIT KWIK BOLT 3 (MIN 4Y2" EMBED) @ 24" OC METAL DECK, SEE PLAN . n F 7 _. °. CEILING SEE PLAN ' CEILING MASONRY WALL PROVIDE POCKET IN BEAM AS (BEYOND) MASONRY REQUIRED. PACK W/ GROUT WALL-- AFTER JOIST IS INSTALLED B SECTION 3, F SECTION 3, SECOND FLOOR 29.00' NAVD STEEL JOIST, SEE PLAN 7As artro w V =vif `t1 0 ' 4 J L� W U Q W n 0 F- D 0 0 � w LD L r z W = H U z fa w w � Q w 0 w U Q� Q� o 0 Q W z J H J J p H Q x L7 (10 o I— x 0 ¢ klo w x L� PQ �0 ll x L O O O z .� -p c � 4. d U O Q U L 0) � i v -p -�FfeCu c O o O L L U 0 J 1=1 W Sheet 16 MASONRY WALL CONCRETE BEAM, SEE PLAN E SECTI❑N 3.3 L d E N ry O H H > H w � CD N v o d 00 A o O Z r, J 00 Q J o pq Q N Ld w = > CD m N co j, 0 3 v c -y O w � u 0) T) -n di Q U Q Q LD J CEILING a z M �—A C- a- w M nL'� n- d Clti ¢row in F ¢ww F- to wtir, U J M I U q La ;d N w .'i0Q 3zN �d w m Q tea^ A ^ry (Xi h w d ¢v Q� ❑ 3 ❑ o F F u u a SECTI❑N 3. LLV 2Y2x4xY4 CONT METAL DECK, SEE PLAN STEEL JOIST, SEE PLAN CEILING PROVIDE POCKET IN BEAM AS REQUIRED. PACK W/ GROUT AFTER JOIST IS INSTALLED e CONCRETE COLUMN (BEYOND) H SECTI❑N 3, J w u w H 0— LD L z = w u z ra Q w w N' q L�- I- H Z 0 S O w I— co u Q� L o 0 Q w Z J J H p Q x LD 0 o I- x r-1 x p MQ �0 /w— As iW.�A n id"fl �. — Y ws a atat.l �p.�7 k .� ty `off €. e:Q�, p � O ,yfsNo�a`a M �vx� U O O U d i Ul +> i N �1 u c O OP o O i i u n Sheet 17 Ln i d E N o DOOR l 6 H jr — MASONRY j co s WALL ui cd _1.- CO LLV 2Y2x4xY4 CONT � 5 Q CO CD LLV 2Y2x4xY4 CONT El 7 METAL DECK, SEE PLAN METAL DECK, I j 2" STEP METAL DECK, SEE PLAN r ° __ Q _....e_._ SECOND FLOOR _. e e ___ , SLOPE_ SEE PLAN SECOND FLOOR __ __._ __.___. ff 2 STEP METAL DECK SEE PLAN SLOPE_ J = o N Pq w 29.00 NAVD d a a e e o e d d� e e e a° a 29.00 NAVD a d e ;. e _ _ > co pq a - e e a e' . a 'd ' a , - ae. i, CD TOP OF STEEL e e a 28.29' NAVD TOP OF STEEL 3 u Q, ° z ' 28.29 NAVD d i v S 6 d i �l U �l Fa 0STEEL JOIST, STEEL JOIST, STEEL JOIST, SEE PLAN SEE PLAN SEE PLAN STEEL JOIST, J _. SEE PLAN p d STEEL BEAM, CEILING a M� SEE PLAN CEILING W�� D Zu-N o J� STEEL BEAM, �, ; Q,� LO SEE PLAN ¢WT U �mI u ti -JZv W ao W 3 .. of A c) ron.x A h a fU 2 a. CKO w o SECTION K SECTION (� U 3,3 3, I I RAILING (BY OTHERS) DOOR � } METAL DECK, LLV 2Y2x3xY4 CONT SEE PLAN SECOND FLOOR SLOPE • 29.00' NAVD - 28; 75' NAVD a a° a Qe s d. da d METAL DECK, TOP OF BEAM SEE PLAN LLV 2Y2x4xY4 28.50' NAVD TYPE A EMBE CONT STEP VARIES, METAL DECK, SEE SCHED SECOND FLOOR ___.__. _.__..__ ___�_____.__.I_ __-_ _ SEE PLAN SEE PLAN 29.00' NAVD a a°. a 44a a a d VARIES d. a SEE PLAN STEEL JOIST, TOP OF STEEL W SEE PLAN u 28.29' NAVD HSS 2Y2x2Y2xi14" W o CONCRETE BEAM, STEEL JOIST,_ BLOCKING � �- SEE PLAN CEILING SEE PLAN L � o STEEL JOIST, PROVIDE POCKET IN BEAM AS H S S 4Y2x4Y2xY4" SEE PLAN � 3 REQUIRED. PACK W/ GROUT BLOCKING � w Q AFTER JOIST IS INSTALLED _:=- ^.-- -.----______ _...____-----____...___ _____..__.-._�. ____ ___ ___.��--__._ _._ ___._._ _____ _._ _ _______.___.__._ _____—_- _....______ < Ld CONCRETE COLUMN ( I A CEILING (BEYOND) I STEEL BEAM, u Df o 0 SEE PLAN ¢ o Q L7 v) o x x o w Q pa � � w Q x x SECTION e SECTION .,; g i o. +', o o z . r FI,1 �I ti r �� "mil :� c.t %" � U — d — U _.. ;. _ i-' c o �� O i -I—' d U 1 i U Ul N -� O L U Sheet 18 t Ln L d E RAILING z _ = SPIRAL STAIR FRAME I I (BY OTHERS)-----,,. MASONRY — (BEYOND) I > o WALL— — PROVIDE POCKET IN BEAM AS I I OPEN —/� � c\u = LLV 2Y2x4xY4 CONT REQUIRED. PACK W/ GROUT TO AFTER JOIST IS INSTALLED I I I ��—BELOW °N' PROVIDE POCKET IN BEAM AS = I I ( d METAL DECK, LLV 2Y2x4xY4 co Q o REQUIRED. PACK W/ GROUT — _ I I CONT AFTER JOIST IS INSTALLED SEE PLAN _ _ o ^, ___-.. __..__-- _..__J__—. SECOND FLOOR, z ^" 29 00' NAVD TOP OF BEAMS — ------ ------ 28.67' NAVD — — — — — — — — — — TOP OF STEEL c — — — I 3'-0" MAX 28.46' NAVD ¢ N w CONCRETE BEAM,IF IF CANTILEVER _ TUBE STEEL, � o SEE PLAN SEE PLAN Q 4 � 3 TYPE A EMBED, TYPE A EMBED, STEEL JOIST, moo, SEE SCHEDULE SEE SCHEDULE SEE PLAN c _y o 0)LLV 2Y2x4xY4 3 u Q, kA z LLV 2Y2x4xY4 METAL DECK, CONT __. _ _-._ d °' 4' > d T SEE PLAN __ _____. ._ __._._.___� __ __ __.__�.: _�...�.:n__�:__._. _._ ____-�-_:e_�__ . — __.. TYPE F EMBED, - SEE SCHEDULE �_CONCRETE BEAM, STEEL BEAM, STEEL BEAM, CEILING 26.87' NAVD I a.. a a a TOP OF HSS i�. — — — — — — — — — — — — — — — — SEE PLAN SEE PLAN SEE PLAN 26,54' NAVD — — ---- — — — -- --- - -- CEILING I J J TUBE STEEL, a z SEE PLAN 0 co Y 10 J m J n 0 n o. CL Z W n 4 DOOR N'=° �u-Lo F ¢¢� w Lo n U J w 1 U J L a =Ev`oi w_ 3�m o N � W 3 B a SECTION U U LLV 3x5xY4 CONT FASTENED ; W/ 5/8" HILIT KWIK BOLT 3 n'"'' (MIN 4Y2" EMBED) ® 24" OC WINDOW METAL DECK, SEE PLAN SECOND FLOOR STEEL COLUMN I I a ° 4 29.00' NAVD ;W (BEYOND) i i SECOND FLOOR TOP OF BEAM 29.00 NAVD I 3�(TOP CHORD 28.67 NAVD JOIST EXTENSION,+1 PRE -FABRICATED METAL SEE PLAN STAIR (BY OTHERS) OPEN �.� f LLV 2Y2x4xY4 I ( TO -'` ' CONCRETE BEAM, CONT i i ��BELOW -`F SEE PLAN METAL DECK, I I TUBE STEEL, LLV 2Y2x4xY4 SEE PLANA SEE PLAN �` CONT � � ___!_ TOP OF STEEL 27.08' NAVD TOP OF TIE BEAM TOP OF HSS w _ 26.33' NAVD 26.29' NAVD �TI 26.75 NAVD ' ° TOP OF HSS ,� TOP OF HSS — — — — — CEILING 26.42' NAVD 26.42 NAVD G : o TUBE STEEL, z 3 SEE PLAN TUBE STEEL, w z SEE PLAN; U z p _ Q w w MASONRY _ `_ -' DOOR WALL �� _ a w Lo U � � = o v� w z -i 3— J p Q X 0 0 o X w... O Q �D w X L� PA �0 Q X . " '. r4.. �� -• q .A u� '•4 t.11 t B SECTION c SECTION , - �' u -N C 4� 4, 3 3.4 g ,.�e c :7y° d U ��0) O- U p T u N -' � 1@ �' vui -o U 0- J p n Sheet 19 LA s d E N Z O H HiH\ o_ / 0 RAILING I RAILING w (BY OTHERS) (BY OTHERS) vo d 00 Gt o Fp DTON _/�s OPEN Z_7 STAIR �� � -BELOW ELEVATOR_/� TO -���OPENING �� OPENING � J 00 Q METAL DECK, METAL DECK, _ cu w EE PLAN SEE PLAN LLV 2Y2x4xY4 _ ___ _ �___ ...-___-_ _/_'._S . __ . - ... . , ___. _.._._._ _._...,. _.- LLV 2Y2x4xY4 SECOND FLOOR LLV 2Y2x4xY4 �__..__._._.___.____.__________..___._______.____.__�.__a _..______.____._.___________.LLV 2Y2x4xY4 SECOND FLOORCONT ° ° °CONT CONT d ° CONT 29.00 NAVD f a d ° e d 29.00' NAVD o 0, a . a e a ° d ae d ?� U 01 — I 75 TOP OF STEEL — — TOP OF STEEL ° s d ' d — — — — — — — — — �1 U Q A l7 28.46' NAVD 28.46NAVD TUBE STEEL, TUBE STEEL, —/ SEE PLAN SEE PLAN J J d U I 3 z r M >2 .n ._..._ N u 2 fV Vl K LJi. 1<7 In STEEL BEAM, CEILING VSTEEL BEAM, STEEL BEAM, STEEL BEAM, U J o JZ SEE PLAN SEE PLAN SEE PLAN SEE PLAN w_-" a. cn< . ' c Fl r, a x A m :r r �F a rcu_ja. w d O 3 O o h t— U n SECTION E SECTION a 3.4 3.4 t U- I INTERIOR,,; NON —BEARING WALL MASONRY I L 4x5xY4 CONT FASTENED W/ I WALL 5/8" HILIT KWIK BOLT 3 (MIN LLV 3x5xY4 CONT FASTENED _ W 5/8 HILIT KWIK BOLT 3 " 4Y2" EMBED) C� 24" OC / (MIN 4Y" EMBED) @ 24" OC METAL DECK, SHOWER OTON —� — OPEEN _/.- SEE PLAN a RECESS*' BELOW �� BELOW #4 CONT - \ .__ _��—.__._ _____ __,._.____._. _�____-----� ___-- SECOND FLOOR W 29.00' NAVD LLV 2Y2x4xY4 METAL DECK, TOP OF TIE BEAM SECOND FLOOR CONT SEE PLAN 28.67' NAVD 29.00' NAVD VARIES SEE PLAN STEEL JOIST, STEEL JOIST, TOP OF STEEL ° SEE PLAN SEE PLAN 28.46' NAVD _ � iL � w WELDABLE STEEL JOIST, REBAR SEE PLAN �— MASONRY WALL �•� ___ = __ _ �� -- ;.:: --v_m� _--- _ — _ ____ _ _R o 0 rr 3 H CEILING Q STEEL BEAM, CEILING o w I— kD SEE PLAN TOP OF BEAM U 0' o 20.33' NAVD Q w z J J H o Q X l0 cn o I— X Q � W x W ,D X F SECTION CONCRETE BEA ""�sAs nied ❑ � �e �ro�st a. SEE PLAN i d f..3 �/,�'�`'�# J r •u Y`'a�C `'Gat:E:3attt � O O Z SECTION ` � _p +' +, O Q �p QJ O i O N L U 0_ J p 0_ Sheet 20 W y L d E N z 0 H H o w (U ~o d O p o STAIR _/� �,-�OPENING METAL DECK, Li SEE PLAN 00 LLV 2Y2x4xY4 J CONT-......r..._ ....- ___ _ SECOND FLOOR 8"x16"x3/„ THICK = w w 29.00' NAVD CA W' HSS 2Y2x2Y2xY4" a FASTEN BASE PLATE STEEL PLATE > 0 co BLOCKING l TOP OF STEEL TO STEEL BEAM W/ 0 3 (4) 3/4" BOLTS 1'-4" METAL DECK, 28.46' NA VD SEE PLAN c -Y o 61 3 U N -6 SECOND FLOOR STEEL JOIST, 6 SEE PLAN Q Q (::I Lo ° e ° JL29.00' NA VD I TOP OF STEEL 28.46' NA VD TUBSPLAN .77„ p Z SEE (2) Y2 THICK PLATE SIFFENERS STEEL BEAM, CEILING � WnLi� Qm� L 2Y2x2Y2xY4 MISC N W=N N �-i� SEE PLAN STEEL BRACING '�� @ 2'-0" OC W �°qID W 3�� ==N J A ,M,, a- M q cn n a- `N�d STEEL BEAM, 0—/ 3 H SECTION SEE PLAN 3,4 METAL DECK,_ SEE PLAN SECOND FLOOR 29.00' NA VD ° TOP OF TIE BEAM 28.67' NA VD LLV 2Y2x4xY4 CONT E A EMBED, SCHEDULE MASONRY WALL aA SECTION 35 METAL DECK, SEE PLAN VARIES SEE PLAN STEEL JOIST, SEE PLAN LLV 3x5xY4 CONT FASTENED W/ %pi HILIT KWIK BOLT 3 (MIN 4Y2" EMBED) © 24" OC CEILING TUBE STEEL (BEYOND) (2) L 2Y2x2Y2xY4 MISC STEEL BRACING FASTEN BASE PLATE TO STEEL BEAM W/ (4) 3/4" BOLTS STEEL BEAM, SEE PLAN SECTION 3.4 METAL DECK, SEE PLAN --- ....... .___.._..___.-----.---.__.._____.._..._.__- SECOND FLOOR ° • ' a 29.00' NAVD a' TOP OF STEEL Agk 28.46' NAVD 8 1 '\,\-8"x1621A4" THICK STEEL PLATE (2) Y2" THICK PLATE SIFFENERS J L� W u w H 0 � 0 w LD r i F- w u z w Q w � F- q H w O w F- i� u ry a-/ 0 Q H w J z J H J L7 H m p o Q F- x x O L� Q PU I'D 110 w p x x O O o Z - a +' o a u E O �N O u L 0_ O J A L 0- Sheet 21 V1 L d E N QL W Z F. 00 W a (U N p SECOND FLOOR 8" 29.00' NAVD ^- - METAL DECK, Q o LLV 2Y2x4xY4 SEE PLAN TOP OF CURB CONT 6 SECOND FLOOR g" LLV 2Y2x4xY4 METAL DECK, 28.58' NAVD SLOPE z � Lii 29.00' NAVD CONT SEE PLAN 28.12' NAVD a a 4 < a ° 00 TOP OF CURB ° CDP 28.58' NAVD SLOPE_ TOP OF TIE BEAM _ N 28.33' NAVD °° a ° a ° a 27.58' NAVD TYPE A EMBED, > a SEE SCHEDULE �, 0 3 TOP OF TIE BEAM � 3 27.79' NAVD TYPE A EMBED, � u a, -5 SEE SCHEDULE S a Q U f::1 Q L7 J , J p v z 0 v J rMi J c CL cu MASONRY ¢:6� 0y` r r= WALL �Z � w Mtn� w 01 nFa A N¢a \—MASONRY U 3 U WALL c SECTI❑N u � H SECTI❑N 3. 3, — MASONRY a —�—WALL r �j LLV 3x5xYa CONT FASTENED hmm Lu 41 W/ %" HILIT KWIK BOLT 3 (MIN 4Y2" EMBED) ® 24" OC METAL DECK, SEE PLAN TOP OF BEAM ik�i 31.00' NAVD SECOND FLOOR _... a 29.00' NAVD TOP OF TIE BEAM 28.67' NAVD TOP OF WALL 28.00' NAVD Li U r w_ CONCRETE BEAM, SECOND FLOOR o SEE PLAN METAL DECK, 29.00 NAVD SEE PLAN o 0 VARIES �` _ CEILING CEILING ° P SEE PLAN r 3 s — — W = _i U Z Q STEEL JOIST, Q W w SEE PLAN MASONRY �� _MASONRY LLV 3x5xYa CONT FASTENED WALL —' J WALL a w ~ A —: z = 01) W/ %" HILIT KWIK BOLT 3 F — �- � ly- (MIN 4Yz" EMBED) ®24" OC < w — Q W Z J R J H L7 0 o I--X O < I'0 W X !a X L O O Z CEILING •u +� _ w 1 ��'I nn—� SECTI❑N K SECTION d l °O c O U Ul O n.- O L O v L _. Sheet 22 Ln L d j— ry — V) 5!5—s—t O -- t H — MASONRY 00 DEEP —WALL w (' SHOE LLV 3x5xY4 CONT FASTENED N METAL DECK, �i a, o SEE PLAN W/ 5/8 HILIT KWIK BOLT 3 � +� 00 (MIN 4Y2" EMBED) ® 24" OC QCD SECOND FLOOR ° a METAL DECK, d °a °< a 29.00' NAVD a d d a SEE PLANT o z f 4 I TOP OF STEEL - i00 SECOND FLOOR---.__ _. __ _.___.__. _. _..__.___._____.__.__� _ __ _, ___..._-- - 28.29' NAVD 29.00' NAVD ; ad ° a a x TOP OF PE BEAM = N bi 28.67' NAV STEEL JOIST, D � � �, SEE PLAN STEEL JOIST, 3 SEE PLAN c _y o v d Qj `� d c d : L f� lD U Q m JL CEILING �� — L� STEEL BEAM,S SEE PLAN — t PU (3 CEILING `—' � z � k � 3 � o n STEEL COLUMN c, J m J Z4 �0 d Qco (BEYOND) MASONRY N W=N N 0�" L �, _"_ WALL U _jmI ULLI 'Z An°n= Afu w o 0 3 O U U U c SECTION B SECTI❑N 3.9 3.9 INTERIOR I NON —BEARING WALL C r INTERIOR NON —BEARING WALL kf lea .�� OPEN, TO ' OPEN BELOW_ `�� CONT TO LLV 2 BELOW � METAL DECK, Y2x4xY4 � LLV 2Y2x4xY4 CONT METAL DECK, SEE PLAN i SEE PLAN j _._ _ ._._ _ _ __._.-... _-- . 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