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Plans (35) i ?caCVA ;tea t .'(2- e-N ( . Y RECEIVED ' _ JOB NAME: LAKE OSWEGO NOTES: �� DRT1IRnRTETIRL VEULT ��c°iii CLASS 3 VAULT 1. All beams, steel angle, flat stock, bolts, etc. to be included if specified in Bill of Mae a 2018 2469 OLD ROUTE 421 N. LOCATION: LAKE OSWEGO, OR "Supplied by others" denotes other than manufacturer. CITY TiARC� SILER CITY, NC 273443� DIVISION TEL (919) 742-3132 JOB #: 10803 2. Contractor and/or building owner to provide clear access for largest panel shown (i.e. length, FAX (919) 742-3319 width, and thickness). www.internationalvault.com DRAWING #: V-18-6343 3. Existing slab to be of sound construction and uniform throughout. Slab to be smooth and level. P.O. #: 8202018 4. Clearance between top of vault and overhead obstructions is to be 12" minimum. In cases BILL OF MATERIALS where such clearance is not feasible, vault manufacturer must be notified prior to vault QTY DESCRIPTION WEIGHT fabrication. 5. Any additional penetrations into any part of vault system must be approved by vault 148 UL CLASS 3—MMV VAULT PANELS @ 1 1 " THICK 579,700 LBS. manufacturer. The penetrations must be integral with the vault panels and specified prior to the manufacture of panels. 1 UL CLASS 3 EXCALIBUR VAULT DOOR [36"x78"] (RHS) 6,200 LBS. 1 UL CLASS 3 EXCALIBUR VAULT DOOR [36"x78"] (LHS) 6,200 LBS. 6. No superimposed dead or live loads to be placed on ceiling without approval from the vault manufacturer. 6 BOX(ES) OF SHIMS 150 LBS. 7. On vaults with sides/floor that do not utilize the vault manufacturer's listed product, the 190 LINEAR FT. OF 3"x3" (20 GA.) STEEL ANGLE 190 LBS. integrity of the structural & physical security, as well as the connection interface between panels and customer provided surfaces are the responsibility of others. Recommendations shown 23 3"x3"x1/4" ANGLE @ 10'-0" (PRE—PUNCHED @ 24" O.C.) 1 ,130 LBS. may be modified by others as required. 3 W14 x 68 STEEL BEAMS @ 21 '-1 " 4,310 LBS. 8. All grouting of vault panels, vault doors and door pits to be done by the General Contractor if applicable. 3 W14 x 68 STEEL BEAMS @ 18'-0" 3,680 LBS. 9. Panel dead load per S.F.S.A. = 142 (±10%) lbs./ft2 6 4,>x4»x1/4 COLUMN @ 8 —3 5/8,> w/ 6 x9 x3/4,> C.P. 770 LBS. 3 4"x4"x1/4" COLUMN @ 8'-3 5/8" w/ 9"x9"x3/4" C.P. 420 LBS. 10. Dimensions in parentheses are the actual size of the panel after the tolerance has been taken off. For factory use only. 140 3/8"ra x 3 3/4" POWERS (OR EQ.) EXP. ANCHORS 20 LBS. 11. See vault door drawing for finished wall and floor interface details. When provided, a Door Data 36 3/4"o x 8 1/2" POWERS (OR EQ.) EXP. ANCHORS 50 LBS. Form must be reviewed, signed, and returned to ensure equipment options are accurate. 43 10.1 OZ TUBES OF CAULK 30 LBS. 12. Megacrete panels may have uneven finish with fiber protrusions. Care should be taken during installation to prevent abrasions. TOTAL WEIGHT: 602,850 LBS. 13. Vault panels are a construction grade product. Finishes (if applicable) to be applied after ISSUE DATE DESCRIPTION BY ✓ installation by others. 1 A 08/21/18 INITIAL ISSUE ADS 14. Vaults with floors may be placed in a slab recess to coordinate with finished floor applications. Pit depth dependant upon site conditions/smoothness of slab. Bottom of vault door must clear finished floor for proper swing. Slab recess dimensions are normally 4" larger than the vault on all sides. Slab recess is not the responsibility of the vault manufacturer. 15. Vaults located in the city of Los Angeles are subject to upcharges for fees associated with local code compliance. MAXIMUM WEIGHT: 6,570 LBS / 16. International Vault, Inc. doors come with a 24 DC transformer that requires ❑ APPROVED AS IS a 110 volt AC power outlet. This outlet should be located on the interior surface of the MAXIMUM LENGTH: 13'-2 1/2" J vault above the vault door. Wiring of door to the building & 110 volt AC outlet to be n APPROVED WITH CHANGES provided by others in accordance with local codes. MAXIMUM WIDTH: 42" ❑ REVISE INSTALLATION NOTE: EACH VAULT WALL PANEL HAS A MIN OF (1) LIFTING ANCHOR IN ITS TOP END. MAXIMUM THICKNESS: 1 1 „ USE A DAYTON-SUPERIOR T-12 SWIVEL LIFT PLATE WITH A 4 TON RATING AND 3/4"-10 NC GRADE 5 BOLT ® 2 1/2" (MINIMUM) FOR SAFE INSTALLATION. •-I L. BY DATE TLAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A DRAWING SCALE : 1/8>, = 12" , UNLESS NOTED JOB #: 10803 PAGE 1 OF 7 52'-10"+0. TO VAULT BEAM (. VAULT BEAM q TO ( VAULT BEAM ( TO ( TO VAULT BEAM 13'-22" 13'-22" 13'-22" 13'-22" I _ I - I TO BLDG. COLUMN q BLDG. COLUMN TO q_ TO BLDG. COLUMN q 17'-54» 17'-1 12" 17'-54" (12") TYPICAL(19 „) TYPICAL WIDTH 19A„) (19k”) (12") 122„ 194„ 194„ 30„q 194„ 194„ 122” rr T T 1 1 11 .,— 15" TYP // \ 15" TYP 51'-0"t0" c_4-' c3-1 c1 n n z z z Q - m ALL WRAP m m E w PANELS ARE w w r Q _ 0 0 0 CI - I_I © 9'-52 F- I w I a r71� I 0 N ID N ELEVATION 0 H ,-KV CN CON � N I- I N0 0 1 cc) © 3'-01" co © 3,- 1" cn © J NN m _ _ _ x Q > x 2 x > NN — I 1„ I .- 11, I 0 0 t o 252 252' F J - NEW T T � 1 T T > INSTALLATION NOTE: f� N COLUMN -- LEAVE 12” CLEARANCE GAP of - °r° N I■ .1 N I o 1-0 .. r ' N IN 3"x3"xi" VAULT WALL TO INSTALLATION NOTE: ID - ,tet ---M--�__0 N y _pi_ _ L SLAB ANGLE TO ALLOW FOR LEAVE 12" CLEARANCE GAP j_____________------". 82"I 252" ' 82" o MESH PARTITION POST IN 3"x3"xi" VAULT WALL TO - - ' m NEW c� SLAB ANGLE TO ALLOW FOR c3' J ; N COLUMN 252" MESH PARTITION z MESH PARTITION POST z Q w a w m 3 _02» m m I j o c 1.? c3 wo -I I wo wo M0 U - X®�w N 252" iii 4"x4"x " STEEL U PIT DEPTH TO BE 1" 1- x _ _ COLUMN © _ 0 c� BELOW FINISHED FLOOR =a CO - x Z 0)v CO © -�- (O © 8'-38„W/ co © m io > i� D x \ _, - N "ol x 6"x9„x ” C.P. x �_ 0 - 0 3 N� II 7 00 _"r)-4- -I )d- (6) PLACES �0' ,0 o z 1 .7,.-- ' 1-377 - 252" 82" I m D �- Hcy_ _ - ,yam (D J i �/ / J ``' %�// i'IIM/ .. 1 1 1 11 o"'�ioo \�_i, r DO�• �; I it EXISTING I 1„ .� SEE DOOR JAMB S. �• - 12" _ Q 194" 194" COLUMN 194" 194„ a —2 __ , 12" INTERFACE DETAIL 12"��__��� 11i") (23 „) (19A") (19E1") (19A") (19�") I (23A") sz (11i"1 TYPICAL si 4'-10" 2,-5„ - 2'-5" 6" TO PIT 4'-74 38'-92”14 -74." TO PIT DOOR HT DETAIL 5 _ 5„ DOOR JAMB INTERFACE DETAIL 2'-3$„ 4'-10" 38'-94" 4'-10 2-38- N.T.S. DOOR PIT 2 DOOR PIT N.T.S. ..-- 18'-11" TO BLDG. COLUMN q DOOR PIT NOTES: PLAN VIEW — VAULT WALLS 1. DOOR PITS ARE PROVIDED BY THE G.C. LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A 2. GROUTING OF THE DOOR PITS AFTER THE INSTALLATION OF THE VAULT DOORS BY THE G.C. JOB #: 10803 PAGE 2 1"23 HEADER PVC CONDUIT 1"ra HEADER PVC CONDUIT OFFSET INTO VAULT OFFSET INTO VAULT `L— n 1---1-----9 I ii aon i J..i ti nnn i n ,y — II -I- -L — -L r7 II II - i— a �.► r'�I� M J(/) rotes tea► `I iD 5'-71" N o N 1 4 5'-74 O I I� � m rid• rn `II m 1--- 00 I— jh O 1--.1--1.-1 i� 1J 4'-4-14" 41-4i" EXCALIBUR II EXCALIBUR II CLASS 3 FRONT ELEVATION CLASS 3 [36"x78"] [36"x78"] RHS LHS LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A JOB #: 10803 PAGE 3 4"x16" OFFSET 52'-10" HVAC PORT VENT (18) PLACES N N � t-- 56i" 56i" Er Eli [13 rr _�— rr � c- 4" TYP IT Ell Ell u3 LL3 COLUMN WRAP PANELS 794_1„ —{ 79i” _� 0 5685” r -1°°°—F- 1 080 `V obo r--41 5i" o �' 8 I ® I 1 C 1 ( 8 §_ \-- E�il N EriT 42» 1002" 1002" 142' I ftl N LL3 ci _� CLEAR 2 EL' — '. COLUMN WRAP PANELS Eli i____, — .(r.,3 i _ ll 56 56i- - CLEAR % — ,o I N -C\i -- NL- 2 \_ N N (3) 1"o PVC CONDUITS (OFFSET THRU CEILING) (13'-2r) (13'-2 ") © 4" O.C. (8 PLACES) SECTION A 13'-22" 13'-221" 13'-22" 13'-221" 18"20" 18"20" 20"18"18"20" 20"18' 20'18' / T / / T f f T / f T 1' , T i--1"---_-9 nnn i unn i y `,L— Ng : imin I NU ± 11"—L=---1i ii unn F— l —9 nmi F-=-1-41 1 uuu PLAN VIEW - VAULT CEILING LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A JOB #: 10803 PAGE 4 52'-10"1: LOAD UNDER REAR LOAD UNDER END SUPPORT WALL = 1,350 plf COLUMNS = 21.2 kips (3 PLACES) 1 j I I I ll I I 1\1 I I I I I IBI I I I I 51'_O'1 — o — — m m m I- _ ix w LOAD UNDER w w r aa. w EACH WRAP w _ PANEL (1) -� o coN = 2.9 kips ooN co RI Jo — o 0 TYPICAL o @j o 0 Q N — x 3'-0" x 3'-0.1" x — d 2 _ 2 •_ �t J — ID ,-a N > — } i I o — '®I o o '®I — _r ___ -- TO_ --__'� -- ONI- _o — . . LOAD UNDER CENTER m — SUPPORT COLUMNS m m = 39.5 kips m LOAD UNDER SIDE w o 3'_O., w o (3 PLACES) w` TYPICAL 2,300 plf 0 — I I i- I m r N o — co ► co co co o (D © co © — x ® 1 x x — d ice) — 1 / ` I I I " I I I I I I I I I I I E I I Id/`t. LOAD UNDER JAMB 1 LOAD UNDER FRONT 1�r �ZI LOAD UNDER JAMB PANELS = 1.6 kips / WALL = 1,350 plf \� PANELS = 1.6 kips LOAD UNDER DOOR LOAD UNDER END SUPPORT LOAD UNDER DOOR = 6.2 kips COLUMNS = 18.2 kips = 6.2 kips (3 PLACES) PLAN VIEW — VAULT LOADS LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A JOB #: 10803 PAGE 5 VAULT CEILING IIIll VAULT WALL II TYPICAL WELD FOR WALL TO OUTSIDE SURFACE BUTT-JOINT �3 - 40 CEILING PANEL CONNECTIONS OF VAULT 16 [WELDS ON INSIDE OF VAULT] a a ' . SPACER PAN ° d --a'. SPACER PAN WALL TO CEILING WELDING DETAIL ° S a °a N.T.S. INSIDE OF a . VAULT SURFACE . ° d a a a . ° • TYPICAL WELD FOR WALL TO ° ril' WALL, AND CEILING TO CEILING ° a g •d • :a 1 V 3 - 40 \PANEL CONNECTIONS. 16 ° [WELDS ON INSIDE OF VAULT] A ANGLE TO WALL 16,3 - 40 VAULT WALL 3"x3"4" ANGLE (PRE-PUNCHED © 24" O.C.) Ii"0 POWERS EXPANSION ANCHORS PANEL TO PANEL WELDING DETAIL OR EQ. © 24" O.C. EXISTING SLAB (3" MIN. EMBED) N.T.S. L._ INTERIOR OF VAULT WALL TO SLAB CONNECTION DETAIL N.T.S. LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A JOB #: 10803 PAGE 6 VAULT CEILING -\ VAULT CEILING -\ /-- VAULT CEILING VAULT CEILING 1 + + 3 SIDES > 3 16 V I 1 _ VAULT WALL I\\ STEEL BEAM \, 16 < BEAM TO CEILING 'f V3 - 40 STEEL BEAM STEEL BEAM STEEL BEAM „x9„x9„ CEILING SUPPORT WELDING DETAIL CAP PLATE I \_. R i"x9"x9" 1 CAP N.T.S. 4 SIDES 3 I CAP PLATE I 4 �/ TO COLUMNPLATE V 1 1 V CAP PTO CPLUMN TE / li_J[J_ 4 HSS 4"x4"x " COLUMN HSS 4"x4"xi" COLUMN END COLUMN TO BEAM CONNECTION DETAIL CENTER COLUMN TO BEAM CONNECTION DETAIL N.T.S. N.T.S. HSS 4"x4"4" COLUMN HSS 4"x4"xi" COLUMN VAULT WALL BASE PLATE BASE PLATE 4 TO COLUMN 4 r TO COLUMN (4) i"93 POWERS EXPANSION (4) i"0 POWERS EXPANSION EXISTING SLAB ANCHORS OR EQ. (6" MIN. EMBED) EXISTING SLAB ANCHORS OR EQ. (6" MIN. EMBED) m Am :. R i"x6"x9" R i"x9"x9" BASE PLATE f 1 (SHIM AS REQ'D) BASE PLATE (SHIM AS REQ'D) 12" FROM EDGE 12" FROM EDGE ALL AROUND - TYP ALL AROUND - TYP END COLUMN TO SLAB CONNECTION DETAIL CENTER COLUMN TO SLAB CONNECTION DETAIL N.T.S. N.T.S. LAKE OSWEGO CLASS 3 VAULT V-18-6343 ISS. A JOB #: 10803 PAGE 7