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15500 SW 116TH AVENUE-2 { 0 0 1 .� cc Lz CEJ Q � C �- 0 . z ° � > Uj Q In ellinghamPlana tNo . 421598 *113Everet1�1. iii . Pater1 protected FEZ; MOSI44L OFFICE Mill Creek CC�110'T!QPJ1A1_LY APPi-'OVED Kent • Redmond A"�' )v : c ata M$ IS NGT A,'v Ar^?ROYAL OF • OM13"':" ~- OVErJ1(3H'':). • 8C.E i D LETTER Federal Way - � . . . � � Totem Lake Lacey Tacoma Renton • 14 , , �•,,�� ` Spckane • Woodinville Ari Centrallle l Vancouver Longview Kennewick Beaverton Aloha Hood River • Richland DRAWING INDEX Sherwood Portland • - ` Newbur Hillsboro Gresham Hermiston ARCHITECT : MECHANICAL ENGINEERING : ARCHITECTURAL. McMinnville • Oregon City Mbwaulde ARCHITECTS VAN LOM J EDWARDS A.I.A., P.C. INTERFACE ENGINEERING INC. Lebanon Woodburn 34 N. W. First Avenue Suite 309 6542 S.E. Lake Road Al TITLE SHEE Springfield� Bend PA2 SITE PLAN Portland, Oregon 97209 Mllwaukie, Oregon 97222 Tel . (503). 226-0590 Tel . (503) 659-6394 A3 FLOOR PLAN A4 BUILDING SECTIONS s. A5 WALL SECTIONS A6 WALL SECTIONS, INTERIOR ELEVATIONS A7 EXTERIOR ELEVATIONS STRUCTURAL ENGINEER: ELECTRICAL ENGINEERING: A9 FLOOR TEDCOVCEI PLAN f :� A9 REFLECTED CEILING PLAN _ .. /,/!—/ WALKER/DILORETO/ YOUNIE INC.. JAMES D. GRAHAM & ASSOCIATES, INC. Al(� ROOF PLAN ._: ,/�- � /tom TK�AI�D ._.. 215 S.W.Hooker Ave. 2828 S.W. Corbett Sulce 221 All SCHEDULES O!^ M Approved............................................................. Portland, Oregon 97201 Portland, Oregon 97201 Conditionally Aprrovvr! � Laramie Tel. (503) 223-0555 Tel. (503) 241-1993 STRUCTURALFor only he rjork^� �,... I;:.�...................... l'Y n Red Bluff Choy nn-e - aee►ettur1a0:Fnl.cv! ... 51 FOUNDATION PLAN gat:'wh S2 ROOF FRAMING Pi '1N ................................................Z �.. C S3 FOUNDATION DETAI I;S 4)Address: 4 { �4t� --jr-Ifz •Westn.lnster S4 FRAMING DETAILS 8y. _ -- _ Date: C - FOOD SERVICE &. INTERIORS: LANDSCAPE ARCHITECT : � ___ _____.... �'��'�� Of -/ • J & F INDUSTRIES INC . CHRISTOPHER FRESHLEY KITCHEN EQUIPMENT of Sacramento 2200 S.E. Mailwell Drive 1020 S.W. Taylor Suite 355 CE • Portland, Oregon 97222 Portland, Oregon 97205 xl rtr�7 3M,. m PIAN Colorado Spring - K2 EQUIPMENT SCHEDULE Tel. (503) 659-8121 Tel. (503') 222-9881 K3 EQUIPMENT SCHEDULE ( CONT' D.. ) K4 PLUMBING PLAN ET.ECTRICAL PLAN K6 CURB PLAN K6A FREEZER PIT PLAN y K7 REFRIGERATION PLAN A 0 K8 WALL BACKING ELEVATIONS/SECTIONS K37\ EX14AUST HOOD FIRE PROTECTION C K813 EXHAUST HOOD ELEVATIONS/SECTIONS a KSC EXHAUST HOOD DETAILS r K9 VAPOR HCOOD, BAKE AREA ELEVATIONS/SECTIONS C K10 DISHTABLE ELEVATIONS/SECTIONS 0 K11 CHEF'S COUNTER, PREP AREA, BACK BAR PLANS K12 CHEF' S COUNTER, PREP AREA, BACK BAR ELEVATIONS K13 CHL:F'S COUNTER, BACK: SAR SECTIONS K14 PREP AREA, BACK BAR SECTIONS Hemet K15 COOKLINE DETAILS •Palm Spr4ogs K16 SERVICE STAND BOOTH DETAILS t K17 SERVICE STAND DETAILS KIS COUNTER PLAN, ELEVATIONS, SECTIONS K19 CASHIER STAND DETAILS K20 PASS-THROUGH, DINING TABLL DETAILS MECHANICAL M1 SITE PLAN - PLUMBING �— M2 FLOOR PLAN - PLUMBING .10f3 No - M3 PLUMBING ISOMETRICS, DETAILS, SCHEDULES M4 FLOOR PLA14 - HVAC Date : I 1 • S- 1Q '45 HVAC DETAILS, SCHEDULES Rev ELECTRICAL ------- E1 SITES PLAN - ELECTRICAL E2 RISER DIAGRAM, PP.NEL SCHEDULES E3 LIGHTING PLAN ow-Now E4 POWER PLAN E5 COOKLINE, MUSIC/PA E6 ELECTRICAL SPECIFICATIONS LANDSCAPE SheM hk) L1 LANDSCAPE PLAN Al of 11 . : ,. 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OE 62 80 12 92 SZ Irl E2 ZZ 12 02 61 81� `II 911 SI bl EI 71 11 _ T01 6 9 L 9 S _b_.- -�`..-- Z24 )( I"r►w NIIIIIIIIIIIIIII11111;IIIIIIIIIIIIIIIIIIIIIIIIIi11111111n111111111111111111tI11uI1RII�INIIi111I11i1111I1IIH111111I1i1111111� 111�!IIIII1t1�11111111111111111111111111111I111111111I1lIIIIIIiIIIIIIIli1,1111111111,1.IJI111111�I11111111�IIIlI1NIIIWIIIII�ltllllllllilUll!lIIUUIIIi1Illll�II11IIIH ' .e D J"r-J'A C E M B E h 19 1991 EXPANSION-- I' RADIUS -- — - Ja SEE PLAN JOINTS v —EXPOSED AGGREGATE H ' TYP. NNN • -- �.- SLOPE I/4' PER FT. \ 111-1 �� o : . o.• _ .. - -- � �•---8' SAN. O - - -- -- w — _ I 4' :ONGRETE SLAB W!-- - z, C S 20 36 t.. X602' T I 1O 04 TOP < - 61 6x6 x 1.4x1.4 wwln, 30 W N FO TOM v EXPANS1!)N JOINTS m %� � g ? I N 15'-o'oG. �: ^g Ura CONTROL JOINTS 'a 4 . . • v -- � ./�'` :- ---- - - --- --- -- - - -- � �I�ti _ J F INV. E1.- 1939 pp. PRE-MOLDED _ A �._ A • \mai /\� a.5� ,� \ I d JOINT TILLER 19 38 / / g _ /�`�� 3 13 - G FT 15 N co� 196.05 E?I \olo4j _ �P l 'n I n CAST - IN - FL� -' CE GUR5 &2- 0 GONG. 51DEWALK _ - - 01 � - C 5 \�� ,s O —�- ( -_.__1 1/2' = 1'-0' CASTGURB1 112' 1'-0, SIDEWALK _ uP ��,- 23 O k ~\ 19'1.4 . �'� \ I I -d 1(1.46 C 19950 r- f �4 _{d� 20'-O' 2©'-0, t 4 20t — GAP ENE*) --.-�_ CAP END ! _- - -- A LOD _ � t3LUE LETTERS I _ BLUE LETTERS ��`� � �' n r ON WHITE 4 o ON WH 1 E 8 / 3 199.50 0_1 9 BACKGROUND I BACKGROUND - \�^j I TO A F.F E.-'91.5(y I I ® • N TO READ: --- o D to 21 �.i.. LJ 25'-0't 5'-O.�' 5'-4 I/2' i66'-0 5/l�0' 4'-5 I/2' ` _ PARKING WITH DISABLED _ — — —_ to ,/ 0 �� - ww C Ne-1 /� / EAS MENT ` DMV DISABLED LOAUIN.� � ' PERMIT ONLY. _ AREA 10 - I %� i S ` Q -- 199.50 22 1 1 \ , 1 1 / � 102 VIOLATOR. 191.55 � �� m IQ9.S0 0 18 � ��,._ \ � I � � SUBJECTTO TOWING R,y �.�� 10 CJ Y V z • UNDER ORS 811b20 191.46 AND FINE UP TO --� 199.50 IN°a°'1 I I I I .� • z 19 .46 �v -,- f250 UNDERF� / � � � ' i �J I � � � � c rn ORS 811b15. rn ,o� Iqq IPL 8 i� ii, �� U U R•� �/ (� 191.25 f -- --- W 2'x3' GAL V. — — 2'x3' GAL V. 191! �.; )=3 - -- 2l STL. TUBE STL. TUBE �- %� I G ' 14 IMBED IN GONG. m� by IMBED IN GONG - \ 16 MIN, 16" MIN. a'` A �� l/� � gym/ �; 0 �• I1 19 yt3' t � _ 15 _ H/C.., ,4i�iC1NC fCi''� / LCAE) INS f C1�1 —�''' W 2�r�0 - 11q.m S 20-3&'30' 1 1/2' = 1'-0' HCSIGNOR 1 1/2' = I'-0' 1 -_ -T- CAP EN S. UJ. �' 4 C I � I G � � � �"_ g, UJ. �' A G � I G � UJ �" o n z c L GK LETTERS 9 J O WHITE BACKGROUND GRAD INC- 4 DE sO, PLAN51TE PLAN - C f2EAD: C O O STOPPING AT ANY TIME 1'220'-0' 1'=20'-0' 020SP08 W01�IL To M N H IN Py-��X E SID NO. 2 V 2'x3' GALV. DEMOLITION NOTES LEGEND SITE FLAN NOTES J � STL. TUBE A REMOVE EXISTING CURBS AND PAVING — — — LEASE LINE I BENCH - 8' LONG, TIMBERFORM NC. 2140 14 BOLLARD LIGHTS (TYF � Y �p O BEP IN FOOTING O (DASHED LINES). COLUMBIA CASCADE EuIL.DING PRO>-)UCTS SEE SHEET E-1_ /-L : �h -��_ � =ti's'' ..�-.-5. V 1 10 X 181DP D SHED L E __— -_- -- EASEMENT LINE PORTLAND, OREGON - �1/ NOT B EXISTING TREES TO REMAIN - PROTECT ,—_ 15 EXISTIN(z CURBS AND F• •`. :_. t` i- a) CONCRETf.• r_�.•— VE FY REQUIREMENTS ITH DURING CONSTRUCTION (5-RED MAPLES CONCRETE PAVING O AGGREGATE SIDEWALK W. ..,DOSED AGGREGATE FINISH SEt:/ 0 ST TE, COUNTY AND LO L APPROX. 6' CALIPER) - A2 16 NEW PA1r•ING AND STRIF.'\iC. - �� L ICIALS CATCH BASIN - SEE SHEET M-1 „ ._ -- CL G EXISTING TREE t0 BE RELOCATED - SEE ® C♦=3 ,G,Q.JAGENt SURF.AGES - '�� '- ..•.:��i r R. LANDSCAPE PLAN. -- SANITARY SEWER 113Y LP�1`+✓LORD) 3� CAST- -PLACE CURB TYPICAL MANUAL. 64N &TOFFIN 51GN — CONC. WASH BLOCK .. _— STORM DRAIN C 3Y LANPL-OZO) A2 O SEE 1 11 12' WIDE PAINTED STRIF- - ' - C DO EXIST ING SIGN TO BE REMOVED. �D 4 6'-O' HIGH REFUSE ENCLOSURE TRANSFORMER ( �� LANOI.C�I�) 18 UNIVERS-;. HANDIGAPFr:= �.�.�:':': SYMBO_ "/-v1' STUCCO W/ 1"IETAL FT WITH 5^THIO CONCRETE APRON EDGEC�, CORNERS, W WATER 025 / LWV1JLOfZD� SEE �6 t 1 PAINTE� ON PAVING. t EXPANSION JOINTS \42 A2 19 3' HIGH X 6' W!GE CON �URi�. - SEE WATER METER k e3� .NOL-� ) O WHERE NECESSARY ❑ WM _ S 6' CONCRETE RETAINING WALL 8' STD G.M.U. WALL W! EXISTING POLE LIGHT - SEE SHEET E-1 W! w4 TOP t B�:T., "4 11) 16'O.C. VERT. © r. GATES: 2-04 TOP t 2-04624'o.c. E.W. \ L ^tom 0 SIDEWALK FLUSH W/ PQ .N.. DOWEL INTO BLDG. ��Li-1 WALL. GALV, CHAIN-L.INK W/ DARK BROWN PLASTIC '"iHOROCOAT' SEALER SBL BOi_LARD LIGHT - $EE SHEET E-1 STUCCO FINISH. SEE SHEET Al. 21 PAINT CURB BLUE CFR,.' :7:" nF �•.;�"Q SLATS, 3/8'0 STL DIAGONAL BRACE W/ TURN- N FIRE HYDRANT (EXISTING) 0 44'-0' X 4'-0' X 4' THICK GONGR.ETE TO BEGINING OF RADILf ,'. ^ BUCKLE, 1 1/2 PAIR: PIVOT HINGES ON I 217 pOFH 4'0 X 1/4' GALV. "OST IMBEDDED IN I3'-O'x"4*24'c.c. E.W. 9'� SLAB. SLOPE DE1/4' PER FT. AWAY FROM O r STOP 18'0 X 2'-6' pE�P CON(. FTG. 0 � �� EXISTING SPOT GRADE BLDG. PROVIDE THICKENED EDGE 2 6 YOp LONG CONCRETE �{ter_-! 12 WHERE REQUIRED. 1.AtGH t ':;NE BOLI W/ STL SLEEVE ' l -_gam '� NEW SPOT GRADE IN SLAB, CATCH 0 OPEN POSfTION---- `Q O PARAPET WALL SIGN. SEE SHEET E-I. 9 35' EGR_!bS EASEMENT '._;r,F SW BULL 9W 5� NUMBERED NOTE - SITE PLAN JOB No. .� _3'x3'x1/4' ANGLE W! -- �17•P� RD 5/8'DIANIN IN . STUD 036'oz. --- -- � 5'-O' WIDE SIDEWALK RAMP: !'LAX. 4 THICKEN CURE NINNNNNI NNNNIl INSLOPE UP 1:15, MAX. SIDE SLOPE 1:10Date : a- N� RU ). PROVIDE Q REMOVE EXISTING DIACsO�:-. �P. (EXCEPT AT PLANTERS ' L 5 i R dCs NNNNINNIN �Gtiti��J Q5. 12' WIDE STRIP OF 1/4' DEEP GROOVES o AND PROVIDE 90' STRIPING 4!'21 Rev F,�F S I rGENERAL NOTE: 1!2'O.C. AT ADJOINING SIDEWALK (BY OTHERS) -10 SW VERIFY ALL CONDITIONS IN THE F"IELD AND ON THE x�'3g24 o.c. 'KING CITY / DRAWINGS, INCLUDING GRADES, UTILITIES AND O NEW CATCH BASIN - SEE SHEET M-I. N\NN,NNNN"NN" PLAZA' DIMENSIONS AND REPORT ANY DISCREPANCIES _ 11 1\11I SW DURHAM 12D / TO THE ARCHITECT BEFORE PROCEEDING WITH — x6 x IOXIO 10 HANDICAPPED PARKING SIGN - SEE A2 - WIiJM A SLAB C.L. - THE WORK. - — � _% r I HANDICAPPED LOADING AREA SIGN - SEE 4 U U , • I ,� � r- �a Jam► L_ J ELEVATION I L- --_J , • • I • • • . ;N.►N• \ LEGAL: 12 NO STOPPING AT ANY TIME SIGN - SEE A2 - ._. ._._, 3-5 CONT. , S.W. 1/4, SEG. 10, T. 2 S., R 1 W., W.M. -- WASHINGTON COUNTY., OREGON 13 5' THICK CONCRETE SLAB Wi 6X6 X 10XIO 4 ILS' I'-Pfo' W.WM. AT SLAB CENTERLINE. PROVIDE -- - VICINITY G {� { I T� � MEDIUM BROOM FINISH, CONTROL JOINTS Sheet No. `-� REFU!5E E GL05+ URE 5ECTIO I REFI I5 I II �lI + � 5'-0'OGEXPANSION JOINTS � 20'-0'O.C. 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NOTFY THE ARCHITIECT OF ANY f �� / DISCREPANCIES, o TYP -� 2� TYP b S4 0 e4 12 \ \ 16 12 S4 \ \ o` S4 \ \ -� c 3 1/8 x 30 GLB o /— r r r I 4. \ 27 t CONN. ' 40 ROOF I CONN II \ �� o 15 ) 4.3 ACCESS I I m3�, RI �I)+ TJI HEADER�' I \ ANGLE BRAGS- W/ HANGERS I �� (y \ \ % �+ EACH END F \ LOCATIONS (TYP) (TYPICAL) I ( 5`1��CO \ �o\� SEE 21 �- - - -- - -I -- -- I I L F� a01 d�A�\�� 1400'0I 54 / o 8�8 I UNIT I , �1 f\,� , 0' L q +�6- �� \ \\ ' 14 V) IF COL. GAPS I Qo�oo \\ \ ip U INTE�ERE W/ �` JOIST HANGERS I� I I -10mmM I I I `� ��✓� \ \ 14 / H (PROVIDE WELD ( I II II i -I I L- - -- 1L - -- l - -J MECH. I I ( •� �, OQ�Gi \ \ s4 �j �-.I z VER � +� OONRU-BUCKETS i N N I j UNIT c0 U 12 54 •\ i 54 I 0 O I O , I \0 ( I _a I -1 3/4' \ \ \ 13 1 t / I fq m I � I ^� VER \ �Q' 8 J 135 Q p tee` 2'-0' O.C. I 3'-3' 2'-3' 2'-3' 2'-3' 2'-0' O.C. ELEV. = 13'-11 ( ELEV. = 13'-1 1/2' I ELEV. = 12'-II' ELEV. = 13'-I 1/2' - -�' 13 \ � _ _ ELEV. - 13 �� \ m TOP OF GLB TOP OF GLB t - - J TOP OF GLIB t TOP OF GLB t TOP OF GLB g I'� '� 54 +� 8� PERIM. BMs (TYP) JOIST +D COL. JOISTCOL. ii JOIST IV COL. PERIM. BM.s (TYP) �� \ \ \ �8 I I 1 I II I1'3i� 1 f 1 1 1 \ �� \ \ _ 3 1/8 x 18 GLB 3 I!8 x 18 GLB C=0 1/8 x 18 GLB C=0 I I 3 1/8 x 18 GLB \ \ \ h Q� �\ S4 r� COL. C=1/2' 0 \ ---- — �— p 3 TYP C=1/2' I PP` \ \\ \ 54 —� BM. ( I�I' I( 54 I 54 OQ�'- \ \ \ \ -m' -- 8'_0' �, / \ 1 tt � — — — 4 / S4 I'-3 S4 �30 - - - L - - - - 8x8 EQ _ = _ EQ- \ 8x.8 - � - - � \ 12 2 QF, 2'-0' 2'-m' 2'-0' 2'" m' 2'-'�' ''2'-0' 2'-3'- 41-81/2 2'-0' 2'-0` 0' 2'-0' 4' 8 I/2' 2'-m' 2'-3' 2'-m' 2'-m' 2'-0' 2'-m` 2'-m' 2'-0' 2'-0' 11 I I (�54 C �¢ I 2x4 * 24' O.G. W/ I co er �xEDGFG. `- . SIMPSON PF24 m I / �+ 4 Y EA. END- USE t0 OF PL WD. �— (2) 2x4 W/ - + ENTRANCE I I I I I I n +8 y`� CL CANOPY LINE 4'-b` CLR. SIMRSON U24-2 -b' CLR I 64 (BELOW ROOF)--/7 _ AT OPENINGS I d / !��- �--2x4 BLKG. - - -- L. -�- -- - / \ 18 TJIi35 / EDGE 1300"-- <7-�- SLOPED ROOF \ = I _ OF PLWD. I M GH. C-4 �. / +� � i "�� E @ �� — SLOPED �` LINE \ r \ ~\ _--+ II i I ( UNIT RAFTERS TYP SKEWEO �.8 / �� 2xI2 A35 RAFTER CLIP O 5IMP50N L9m CLIPS (TYP) V %" (1) EACH SIDE W/ �3) AT JOIST / b1 / 2 r / �� \ \ m Ili lIl /�� 2x12 BLKG. UNDER UPPER\-? \ V r \r k \ / 0 - _ —i fl i - = - - L� + S OPED ROOF BEARING CORNERS. TYPICAL _ - -- _ -- - - - - SEE PLAN ABOVE z �_ d X47 Seo v (TYPICAL) \ A r r \ a1 r TYP v IZ Y 13 8k8 w 64 �+ \ 2 \ C 4 ! � .� 1200'! 10 - -- 1200" —� 54 e J'C• \'L �oZ� 0 IF COL. CAPS- `\_ v ' Ig / .\ \ MECH. INTERFERE W/ MECH. \ G / i ,O \ .� . S4 \ UNIT _ UN I T ` 0 ,� \ 2 -- �-- JOIST HANGERS - 7`— 2' b TYP @/y �' \ �/ i \5L ^+' v PROVIDE WELD 8, i \\ �(i� -t OF - i j ON U-BUCKETS \,\ 54 �8 .9 /ice• / j ,© FACE OF I9 1rCONCRETE � �. � / /'� CONN. ;� - - PER '12 _ 99 54 PIER i 32 \\ � ��/ 54 \ - � OF 54 YP = / ,\�� +� BELOW W i \ / I L I I CONN. FiV + r CANOPY ROOF \ � L _ L O � � ,� /, Z \\ j ROOF)LINE / /� r, / �,\\ 3 I/8 x 30 GLB C=0 ��8 „� \d� � Y �1 I I 1 12 V/� \ 3 \ h - i TYPICAL: CONNECT 8x8 TO LEDGER W/ (4) I(od tOENAILS S4 SIM. 8 \ / OR TO GLU-LAM BM.s W/ (1) 1/4' 0 x 12' LONG LAG �& V0 / BOLTS, THROUGH TOP OF 8x8- -=OR HIP CONN. D �,,�• 6 / / \' %%%w p,I SEE 8 +(�1 �' r Q J�b IVo.D.�l� +�, \ \ \ za Date: I I _5A, o a w ro ao a Lu + � . r� !- \ Ww ReV.c1� \ r`/ LINE PED ROOF jam/ rt� 0I 0I �I �I �I a \� �� \\ �� i � ,� \ a Joy G cA c0 N 0 <�N / ' � STACKED fox t 2x (ts BELOW J grz 8xb t 8x8 8xb t 8x8 7 / ( _ (SEE ARCH. DRAWINGS) F' 34 _�_ 8xb t 8x8 ` t? c C33 `�� --ALIGN O R 3x8 JAMBS 3tLOW QFC 0 � ao�d \ W O.u. ROOF FRAMING \ - 3/4' CDX 40120 T t G PLWD. SHEATH. W/ 10d * 6' O.G. AT 2W� EDGES t 12' O.G. AT INTERMEDIATE (aTAGGER PLWD.) JQo PLAN _m / I - I I I I — \ �• V LO 0 N vI / I I 10 \ v� g4 %-. Sheet iso. 36 2 3") �C4 5 ) 6 ROOF FRAMING PLAN ENTRY ROOF FRAMING PLAN . 1/4' 1'-0' 1/4' = I'-0' rTr,'1v1T'T r�l0. PUP' ��c1•-r ;7,4f �-2 of 40 MEMNON wr. ~ R...wi 40 _+ -1 - - _ . n"", wotti' - :} .,.w.Y+w.uxr ..i.r •,.r.Hr....ww....r....�. r, _ II � 111 � 1 III I I 119 I I III 1'1 �rl I i III I 1 t(t 'I'1 Ilf• '1 '111 ► ► II �� I I I 'I NOTE: IF THIS MICROFILMED I 2 `� 4 5 6 7 8 9 110 _ I I 12 Y A .. • DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DILE TO THF QUALITY OF THE ORIGINAL DRAwllrr. 0C 6Z 9Z LZ 92 SZ bZ EZ ZIZ IZ OZ 61 QI LII 91 11 *1 EI ZI II 01 6 9 L 9 SI- b FI.- Z I"• �' y,.-""` � ��111uulnllllulllnlll1111nnlnllillnlulllllnlllitlunllull��r�,�f11�1u►�111111UhuIIllnlut11111111111111�Iluullll;tuultf1i111111nlllnnllIIIIIIIIIIIIIIIIIIIIUIIIILIIIIIIIIIIIIHIHItI�I�Illulu��1111111nIllullunlllullWlltl�iluluulltul111lIunI1111111111tw1�i11 _ _ - r e E B1991a o .� I WINDOW FRAMES GENERAL NOTES r 2x6 P.T. f'a I r r.---�� r 6'-©' D.C. GENERAL WOOD I-HEAMs � .-� �,► PROVIDE TOP HORIZ' - 1/2' 0 X 10' A"B•6 I . These notes yet minimum standards for construction. The drawings I . All wood 1--beams shall be manufactured and designed by Trus-Joist BARS TO MATCH WALL I/2' TREATED PLWD. (D ® 48' O.G. Corporation or a ac govern over the General Nates to the extent shown. P prior approved truss manufacturer to the (L d3 SLOPE SHIM OR GR^JT W/ _ (RECESS HEADS) FOR INFO NOT 2. Contractor nhal l verify all dimensions and conditions on drawings following load requirements: x 300 BLDG. PAPER III-11111= NOTED- SEE and in field. Coordinate locations of openings through floors, a. Live Load - Roof. . . . . .30 psf plus snow drifting Q VER GROU 2 : roofs and walls with architectural , mechanical , and electrical b. Dead Load. . . . . . . . . . . . . 15 psf �rd ' -_ 2X6 STUDS � 16 O.G. 2 2. Provide additional trusses as necessary to support mechanical f Q 1 � � S3 plans. Notify design agency of any discrepancies. ✓ r cv_1 CL R , I 3. Contractor shall provide all necessary temporary support prior to units and sprinkler' lines. Coordinate all loads and locations U �9 (2) 04 CONT. * TOP- -----"4 18 O.C. VERT. x - completion of vertical and lateral load systems. with mechanical drawings. 0'6 3. All bridging, bearing hardware, blocking, hangers, etc. that - LU/ 4. Where reference is made to ASTM, AISC, ACI or other standard) the r - 2x6 P.T. FE U/ , �p , 4' GON.C. SLAB W/__ -- __-.__ u4 � 12' O.C. HOR1Z. , latest issue shall apply. connects to the trusses shall be designed and provided by the 7 1,�2 4 A.B.B 5. All work shall be in strict compliance with the "Uniform Building truss manufacturer to fit the condition. Use sloped seat hangers CLR. CLR• "4 32 O.C. EAU � � 48' O.C. Code" (UBC) •as: amended by all pother state and local codes and and beveled plates an required. a4 DOWELS X -2-6, � -� building requirements that apply. 4. Truss erector shall exercise extreme care during erection of roof ---- * 32' O.C. i r - 6. Design Criteria: trusses to prevent the trusses from bur.klirg laterally. Use 0 p p Q `�� Z a. Basic Roof Load (snow) . . . .30 psf plus drifting spreader bars for lifting truases and provide lateral bracing as/01 0) �} __ _ __ b. Wind. . . . . . . . . . . . . . . . . . . . . .So m.p.h./Exposure C necessary. All workmen are to stay off trusses until plywood O Q L_-.- - - BACKFILL AFTER l� c. Seismic. . . . . . . . . . . • • • • • . . .Zone III sheathing has been installed and nailed at least twice to each W SLAB PLACEMENT I W 3/4' KE,f INS O S 7. Mechanical equipment, mechanical and sprinkler piping larger than truss or until temporary bracing is installed that meets cD III=IIIII-""'- manufacturers' bracing requirements. N �Q �O FDN. WALL 2" diameter or other items producing a hanger load over 500 shall g q a Qill , - be hung b a System approved b the desi n a enc An has er 5• Notes Installation of trusses is not to begin until all workmen � _ /``1 1 1/2 X 2 1/2 KEY Q W g Y Y PP Y g 9 Y• Y 9 F F IIIII=IIII= I- producing a load over 2000 shall have additional framing instal ,od involved with the erection meet and are informed of the erection r7 U Q �} - - _ Q -____-- to transfer these loads to the main structural beams or walls and bracing requirements. 7 --- EACH FACE: _ tU -_ N Ul v) - z �-„�= - -(2) 4 (:..ONT. Z unless otherwise approved. 6. Shop drawings shall be submitted and stamped by a registered 04 it 18 O.C. HORIZ• I V Q =IIIII- p 1 V p - 0 B. Do not scale information from drawings. engineer. Submit an ICBO report and comply with all the p a - - - 4 DOWELS x g ap "5 12 O.C. VERT. W of I e W Q� • eo 24' O.C. requirements or the report. o -_----- 0_(0 7. Truss manufacturer to inspect all trusses after they have been N N= _ - - p FOUNDATIONS erected and sheathing, bridging, blocking, etc. has been V - - -- _ =IIII' --�- instal lad. Manutar_turer to submit certificate to architect or W "�-IIII=11111 =11j1� 1 . Design soil pressure 1500 psf l.L plus DL. engineer that the inspection was made and that trusses are in o FOR OPTIONAL FTG. acceptable condition and meet with the manufacturer 's design and rn � Q � 1/4 5 I/�' 114_ CONSTRUCTION � 2. All footings to tear on firm, undisturbed soil or approved com- � W ``�-4 SEE �V patted fill at a minimum of 18" below final grade. Notify design installation requirements. r. UJ I,-61 ____."_ 3 agency before proceeding if any unusual conditions are encountered in the foutinr� ^xcavations. CONSTRUCTION OBSERVATION, INSPECTION AND TESTING _ - I S3 T Y�'I C A L EXTERIOR I,UA L L 3. Do not Lxcavr oser than a 2: 1 slope below footings. 2 T Y�I C A S E X ii=R I O R W,4 L L 4. Use smooth s Backhoe bucket without teeth to excavate footing I' - 1' (d' R S3 1' c I'-0, R trenches, an. .n all footing excavations of loose material by GENERAL o �+�+ hand. (L 5. Excavations may be made under continuous footings for pipes. 1 . Independent testing lab to be retained by owner to provide --DOWELS TO MATCH Backfill with 3/4" minus crushed rock compacted in B" lifts to 95% inspections and special inspections as described herein. J 2. Contractor is responsible to coordinate and provide on-site access 0 � LNOTCH 8x8 TO modified Proctor maximum dry density ASTM DSS57. P P O VERT. WALL REINF. x VARIES- •'SEE PLAN b. Sub-base for buildinghas been previously prepared b• others and to all required inspections and notify testing lab in tim3 to make 3x8 BELOW SILL -- 1/2' m PARABOLTS t A, P y P P i CLAP 2'-0'/ 0-10 \� QCT. DRAUJINGS is not within scope of thesr? documents. Provide all structure such inspections. av TU?kN HOOK IN � RECE55ED INTO - (3', Cr,'. Ort 8' POSTS) fills per soils report to bring site from existirg grade to grades 3. Do not cover work required to be inspected prior to inspection WHERE REQ'D. _ = COLUMN. PLUG shown on architectural site plan. being made. If work is covered, uncover as necessary. _ _ v � lT`Jam•] HOLES W/ WOOD 7. Soils engineer to review foundation excavation at job site. Q TO MATCH COL. I/8 CONCRETE r Q) F�- -DOWEL TO SLAB - I � � � SPECIAL INSPECTIONS F-SASE fE 3/8 X 2 X 1 -1 1 . Strength: Average concrrte st,-en th as determined b job cast lab Ir h v SEE PLANIII g g g y 1 . Re wired s ecial inspections shall be vr"'ormed b an independent Q IM (BET or: GROUT) W/ cured cylinder to be 2300 psi at 28 days plus increase depending q P P P y P Q ----� - SET POST ON 90 , special inspector per Section 306 (a) of the Uniform Building Code I•-T-{ SIDE fEa 1/8 x 2 x 6 --, 1/2 '4 PARABOLTS upon the plant's standards deviation as specified in ACI 318. for the following: .r FIN_. FL4_. FELT t FIELD g� � -�- TREAT ENG OF \ Test cylinders per UBC 2604 lh) shall be taken at each pour. g g P placing L' DAPPED INTO COL. a. During the taking of concrete :est specimens and lacin F U7 - Minimum Mix Requirements: 1 !i i� v t DRILLED FOR (4) of reinforcing and concrete: Verify reinforcing size, -- 2x6 CONT. KEY (NOM.) OR POST a. Cement content per yard: Five (5) sacks except slabs on l!< 1(od NAILS placement, grade, and embedded items. PROVIDE ROUGHENED n. - -�� grade to be 5-1/2 sacks. b. Visual inspection of all structural welding, except � h� I/. P.T. PLWD. P f^-1 f�} cj�(� '�GE --2X6 P.T.PTfE b. Maximum eater/cement ratio: Six (b) U.S. gallons per welding done in an approved fabricator's shop. -1 Z __ DAP BOT, FOR bag of cement for non-air entrained concrete and 4-3/4 2. The special inspector shall provide a copy of their report to the _y a V U.S. gallons per bag for air-entrained concrete. a V � BASE fE r owner, architect, structural engineer, L-ntractor, and building C. Slumps 2-4". Deviating from design slump +1/2" to -1". official . UJ I \ - �Q d. Air Entrainment: per ACI at all exterior slabs. I".-, \ -- _ e. Admix: Water reducing admix, (Pozzolith or equal ) and Q �'-- -��'-FOR RE INF. reduce water used by 10% minimum for all slabs and tilt STRUCTURAL OBSERVATIONS _A1 Vwalls. e SEE PLAN � c. Place and cure all concrete per ACI codes and standards. 1 . Structural observations by the engineer of rs,cord or his T_ . 3. Sleeves, pipes or conduits of aluminum shall not be embedded in representative shall be required at the following times during a structural concrete unless effectively coated. construction: U V NOTCH E4, FACE OF a. As soon as the roof sheathing is in place, prior to EQ - SEE EQ V �" POST TO MATCH covering with any architectural finishes. y PLAN CONC. SILL 1, 1� REINFORCING (CONCRETE) 2. The contractor shall notify the engineer of record tour (4) SEE WIDTH OF 2 X (v calendar days in advance of completion 2 SILL PLATE Y p point requiring site p �� 1 . All reinforcing steel to be .ASTM A615, Grade 60. 9 observation. � - SEE PLAN I 53 2. Reinforcing to be welded to be ASTM A706, Grade 60. Tack welding of rebar is not permitted. 3. Fabricate and install reinforcing steel according to the "Manual ABBREVIATIONS of Standard Practice for Detailing Reinforcea Concrete Structures" ACI Standard 315. 4. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing A.B. 's ANCHOR BOLTS 1 TYPICAL PIER SECTION 4 COLUI"IN AT DOOR Jr41 15 (GRID 10 ONLY 5 TYP. COLUI"IN TO EXTERIOR W,4LL in walls at all corners and intersections. A.F.F. ABOVE FINISH FLOOR A 5. Splices in wall and footing reinforcing shall be lapped 30 ALT. ALTERNATE V 3/ a 11-o' 1' = 1'-01 �e R S3 I' c i'-0' diameters or 2'-•0", whichever is greater, and shall be staggered ARCH. ARCHITECTURAL at least 4' at alternate bars. BM. BEAM ' b. Provide two (2) 04 continuous bars at top and bottom and at BLKG. BLOCKING 0 discontinuous ends of all walls. B.O.F. BOTTOM OF FOOTING 7. Provide dowels from footing to match all vertical wall , pilaster, HOT. BOTTOM and column reinforcing. Lap 30 diameters or 2'-0" minimum. BTWN. BETWEEN COL., t FTt�s, B. Vertical wall reinforcing to be placed in center of wall unless C CAMBER C shown otherwise on the drawings. Place horizontal bar between CEIL. CEILING m SEE ARCH FOR DOOR BTL. SEE ARCH FOR DOOR DTL. double vertical bars or either side of single vertical bars. C.J. COLD JOINT 43 llJ_Z ' CENTER LINE - I'-6 SQ. BLOCKOUT �. Q I OR POUR W/ SLAB C.S. COUNTER SUNK go Z WOOD FRAMING CLRCLEAR CL CMU• CONCRETE MASONRY UNIT • GONG. SLAB- - FIN. GRADE CONC. SLAB--\ M U4 BASE fE 1/2' x 11' X 11' 1 . All laminated beams to be Douglas Fir 24F-V4 for simple span beams CNTR. CENTER SEE PLAN SEE PL. �-(2) 4 CONT. wZ I W/ (4) 3/4' X 12' and 24F-V8 for beams with cantilevers or continuous spans per AITC COL. COLUMN YI O SEE ARCH TOP < 4� I 11'7 specification. Appearance grade to be industrial . CONC. CONCRETE J A.B.s W/ 2 HOOKS CONF I G. CONF I GURA r I ON BOTTOM , 2. All lumber species and grades to be as follows: 1L W I ON 1 1/2 N.15. GROUT CONT. CONTINUOUS I a. Joists, beams and stringers. . . . . . . . . . . . . . .DF 02-19% M.C. -_ `nZI- 3/16 �' I I (OPTION: USE (4) b. 6" nom. and greater beams and stringers. . .DF 01-19% M•.C. CNTR. CENTER -00 I 3/4' 0 PARABOLTS C. Bucks, blocking, bridging and misc. . . . . . .DF 03 or better- UBL. DOUBLE _ = OR KWIK-BOLTS) d. Structural 2x studs. . . . . . . . . . . . . . . . . . . . . . .DF 02-19% M.C. DET. DETAIL a a e. Plate, sills, and headers D.F. DOUGLAS FIR IIIII-IIIII- ' ° ° ° ° for wall framing. . . . . . . . . . . . . . . . . . . . .DF N2 K.D.-15% M.C. DIA, OR 0 DIAMETER IIIIIIIIII I ° f. Sills, ledgers, plates etc. , embedded in DIR. DIRECTION 91 2 L or in contact with concrete. . . . . . .Pressure Treated DF 03 DO. DITTO V -� Q AWPB LP-2-88 DP. DEEP V 2 Q p I _ p p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA. EACH 0 Z -� g. Posts. . DF 01-19% M.C. E.J. EXPANSION JOINT 0 -1III_I�IIIII IIII= 1 _ I IIIII- VV a -IIII 3- Plywood sheathing tc be C-D grade with exterior glue. Install EL. or ELEV. ELEVATION 0 II ,,�11 III IIIII II `� 01111-411/1 17 L roof and floor sheathing with face grain perpendicular to supports EMBED. EMBEDMENT L 1= and stagger er,d joints. Install wall sheathing either horizontal _ c p _ 61 I-IIIII=III -IIIII =IIIII" gg g EQ. EQUAL a III _ or vertical, and block all edges of plywood with 2x4 or thicker -IIIf ULA II=IIII- p IIIII-IIIII blocking. Block roof sheathing where noted on drawings. E.W. EACH WAY' / IIIII=IIIII p III-IIIII- 9• gEXIST. EXISTING r1D J \ U ill ^Ti- I- 4. Framing anchors, joist hangers, Ne ;t caps, etc. , to be "Simpson" . EXT. EXTERIOR. C =IIII- 5. All bolt heads and nuts bearingon wood to be provided with a BEND SLAB-� _\ - rn washer. ( FDN. FOUNDATION F_N. FINISH A REINF. DOWN 8' «4 CONT. -;'-4'-- � U DBL. NUTS- u -FOR FTG. SIZE 6. All nailing to be per Table 250 of the UBC. Nails called for on FLR. FLOOR hi TOP t 4 REINF.- the drawings are to be common. F.O.S. FACE OF STUD MIN. 7. Cutting and notching of Joists not allowed. 1" diameter hole may FRMG. FRAMING BOTTOM SEE PLAN b: drilled in the center 1/3 of width of member- depth. All other FTG. FOOTING ,`• holes to be approved. GA. GAGE or GAUGE V S. Studs may be notched in the lower 1/5 cf the height of stud for GEN. GENERAL F TYPICAL SLAB EDGE 7 TYPICAL 5LAE3 EDGE $ TYPICAL INTERIOR DROPPED FOOTING electrical and plumbing pipes but no part of notch is to be deeper G.L. GLU-LAM �I�TT1e' than 25% or width of stud. Holes of diameters up to 1/3 of width GYP. WALL BD. GYPSUM WALLBOARD ' 1 = I'-0 - S3 1' a 1'-0' -_- SHARI S � 3/4' = -0' of stud may be drilled in studs but not in center 1/3 of height. HDR. HEADER 9. Lag bolts are to be insta' led in lead holes as follows: HORIZ. HORIZONTAL The lead hole for the shank shall have the same diameter INFO. INFORMATION as the shark, and the same depth as the length of the INT. INTERIOR FOR INFO NOT --- 1/8' RADIUS unthreaded shank. JST. JOIST b. The lsad hole for the threaded portion shall have a JT. JOINT s) NOTED- SEE 3 COL., t FTG. 3/4' X 1 1/2' KEY W/ diameter equal to 70 percent of the shank diameter and a L.S. LAG SCREW 4 S3 - length equal to at least the length of the threaded LOC. LOCATION BEVELED TOP t BTM. 6 X 20 GA X 1 1/4 portion. M.S. MACHINE BOLT O OP�1©N: FTG.B MAY BEVEL NOT TO EXCEED CONT. TRACK W/ 6' X 20 GA STUD The threaded portion of the screw shall be inserted in its lead MANIIF. MANUFACTURER TS 3 x 3 COL. !N I I IN 1? HILTI DN LOW w 16' O.C. holy! by turning with a wrench, not by driving with a hammer. Soap MBR. MEMBER Jeb NO. aw --�` BE POURED PRIOR p VELOCITY Smin -0.489 Ina or otd,er lubricant may be used on the screws or in •the lead holey MAT'L. MATERIAL �9) FULL BRCS. To 1E �� TO THE SLAB AND • 4 WITHIN 3' OF JOINT ANCHORS � I � 4 to facilitate insertion and prevent damage to the screw. MAX. MAXIMUM O W COL. EXTENDED EACH SIDE 24'O.C. TO CONC. Imin = 1.411 in MECH. MECHANICAL W 4 Date: .I-5.4`10 PER DETAIL 8`. ANC "6 SCREW EA. MIN. MINIMUM Z'� �; FILL W/ FLEXIBLE LEG TO EA. STUD STRUCTURAL AND MISCELLAI�EOLIS STEEL N.S. NON-SHRINK QZ Rev: L, �3�� -IIIII_IIIII-IIIII-=111,- JOINT FILLER N.T.S. NOT TO SCALE Z0 3/16 I 1 \ 3' 1/2' GD X PLWD. W/ 1 . Detailing, fabrication and erection shall conform to the Steel O.C. ON CENTER W Q COLD JOINT (C.J., BASE MATERIAL SEE Construction Manual of AISC. O.H. OPPOSITE HAND �0tn AND/OR SPEGS. M8 SCREIUS 6 O.C• 2. All steel to be A36 except as noted. PLATE O OKvn L� _ / PANEL EDGES 3. All welds to be made by Cart ifled Welders to AWS Standards with PLWD. PLYWOOD IrZ� Q ,,I 2' I/8' WIDE X 1' DEEF p AND 12' O.C. FIELD E60XX or E70XX electrodes. P.T, PRESSURE TREATED J �< I -A MAX �- SAW-CUT WITHIN 12 NRS ° 4. Bolts to be A307 unless otherwise noted. Provide standard plate RE?NF'. REINFORCEMENT or REINFORCING ass• -a: Z5\- OF _� - washers under all bolt hexads anti nuts in contact with wood. REQ'D REQUIRED V v., L5� OF POURIr,IG SLAB FOR INFO NOT 5. Bolts shall be located in the top of vertically slotted holes and SCHED. SCHEDULE �`lo V p `�T V p NOTE D- 'SEE 3 the center of horizontally slotted holes unless otherwise notwd. SHEATH. SHEATHING ��w� V a a `l _ a b. All structural tubing to be ASTM A500 Grade B fy = 46 ksi . SHT. SHEET X FOUIVDA TION I I =i - EXTEND EVERY THIRD S3 7. All pipe to be ASTM A53, Type E or S, Grade S. SIM. SIMILAR LL--IIII-- III=IIIII --`�'� BAR THRID JOINT 8. All light gauge steel shapes shall be 33 ksi material unless noted SIMP. SIMP50N v,c - - - - - - to be 50 ksl . Galvanize per ASTM A446. Shapes shown are per SPECS. SPECIFICATIONS Z w U DETAILS, � ABBREVIATIONS _ Knorr Steel Framing Systems. Other manufacturer 's shapes with SQ. SQUARE �•,c>Lo �1- p -- lll �_ =1 = NOTE: ac equal or greater A, I, S, and R factors may be substituted STIFF. STIFFENER ?T r -� GENERAL NOTES p I =111I�= =11111- USE KEY JOINTS (ONE) provided they house I .C.B.O. research reports. STL. STEEL �" N i -IIIIITr.r" STRUCT. STRUCTURAL DIRECTION t KEYED Zw ,SET JOINT �UJ.J.� JOINTS OR SAW-CUT v m I T.O.F'. TCF" OF FOOTING ZN" � � � JOINTS THE OTHER --v-� T.n.s. rJP of BLAH � Wo `-FOR FTG•s. SIZE T•0.6'. TOP OF WALL UNDISTURBED SOIL. t REINF. CONTRACTOR MAY WE EITHER TYPE U.0.N. UNLESSOTHERWISENOTED sheet No. I SEE PLAIN VERT. VERTICAL I W.J. WET JOINT TYPIGAL INTERIOR SPREAD FOOTING 10 Tyr"PICAL CONTROL JOINT 11 EX,TERIOfR W,4LL AT METAL STUDS W.W.F. WITH ED WIRE FABRIC r 3/ _ -0 $ S3 I' P-0' S3 1' = 1'- 0. S-3 o f 4 P I ..., rte- !1 i�� • y! r -a _ .,nrrW.-:.. : -, -....,r •-'." „ rrnMa.,.a..... rr ...«w..+.n.+.awns..,.. -....ur.a wrw+w+�......�.�,....,.... .,........._-.... -.,,- ._ .. ..,.._,_..«... .._...-.,. .. .w.: �yp„,:: 1 • • _ _ _ ..'.. •, •,mpww,r ,,.w. _ -�'�l- ....«.,_ - ,.... ... '�,,,, our..:LvW..m ._...........-..,..-�..-__�.�...-............ _.. .... ......_"..._.-..._. .._.,_.....�.._.. .. "" .�...,}-�' +,,.� ,w. ,r M.n � � ��`�II�•I�Illllll��ll�lldllll��Id�III�IIIIIII�l11IIIlIIIIIIItI1111►11Il�tlll'►Ilia`(tII:�I�dIIIIIrI1111111IItllltlilll1111lIIIIIfI�IIIIIIIIIII�dIlllld�,llllll�lld)IiIIIIIdIIIII11lI11IIdIdIII��III r r .» NOTE; I F TH 15 M ICROF l LME D 2 3 4 5 + 6 7 8 9 10 11 - 12 DRAWING 15 LESS CLEAR THAN THIS NOTICE, IT 15 DUE TD THF QUALITY OF THE ORIGINAI DRAWING. OE 62 82 LZ 92 SZ 102 EZ e2 IZ 02 61 91 LI 91 SI b, EI 21 11 01 6 9 L 9 S r� b E� 2 1 "a"w stdlllllllllllllllltlirlluulldddlllllllllllllllllHllt111�11111n111nlllnuttn,Itslllllulllullnlluullulllllllll�llllillii�il1111111111ti1111n11n1111►IllllllllllllllllllllllUllllllllllllllllllllr111ullullllnlln111n111►11111111lIIIIIIIll�llll11111�111111111t1JJlhln!)11111111iu�llllll • 711-791 /74 �4 11-51 E:j TA _11'A 19 1991 • - ---- -_A- 5 1 (2) 3/4° m M.Bs o�►� � (3) 3/4 m M.Bs ,GUT EDGE 2x12 TO MATCH ROOF SLOPE -- r IN (2) ROWS - v� Q` l6) TOTAL - 2x12 BLOCK: AT EDGE SIMPSON 572122- q, COLUMN 3 I/8 GLB _ / 4 •? STRAP t 1/8' GLB lry�IV HANGERS ITYP) . `A PROVIDE SIMP50N LIC 0 51MP ERN 133518 - I (� • BACK fE 3/8' HANGS-2 �c w d y &A -. x I'-6' x 0'-11' (2) 51MP50N A35 CLIPS y ANGLE FLATTENED TO �1 -- - _ - ��' -3/11&' SIDE 1129 �� LOCATE w EDGE JOIST DBL. JOIST - l , �0 /' (� MATCH 60' ANGLE. ll) 3 Ito CLR IN51DE _ _____ __ --- - WEB STIFF.s �p► ANGLE FOR JOIST �\` -6'T6' _ - ---- - - -- ��` \a �� ANGLEANGLE-, FOR JOISTS 1 1 / (2) 3/4' 0 MBs --- i ' 5 �, TO I6 FT. LONG I i/2' v�ERT, J r SECTIOIJ ` \ 2. - � I .__� _ 2 t 1 _ — �� \ � F � SLOTTED TOf 3 16 SDE fEs 3 1/8 GLB i HOLE `" ; \�- - _._ + ' W/ (2) 3/4' 0 1`11.15.e, — PL rn `r . E A. SIDE WEB STIFF -- ---- - - �Q 2x8 ROUGH % -'�-- - NAIL 70 J015T - co 3 1/6' CsL B `" -+ 1 - --� _' cv (U I/4' m x 3' LAG - ------ -- — I I \ NOTE: - � BOLT INTO BOTTOM 6x8 ROUGH 0 JOISTS TO BE _ _ _ - - - -I I \\ OFFSET FOR - - OF TJI _- J a In FULL HANGER �- - -- -> - �^ _ r BRG. fE 3/4 x 12 �- - - TOP FLANGE C_ FT. LONG PROVIME6 BASE fl? 1/2' -- --. x BM. WIDTH + 1 BEARING _- - SKEWED (00' HANGERS cy x 4' WIDE6x8 ROUGH _ I I W! MIN. LOAD CAPACITY 3/16 J - ' y - --- - -------'-- -- 3/16 �- I '` - TS 3 x 3 COL. OF 14300 (17E,00 FOR ----- ------ I I PROVIDE SIMPSON LU28 DBL. JOIST) OR tHANGERS FOR JOIST PLAN L 6 x 4 x 3/8 AS SHOWN r SECTION I-I H 70 2x12 OR RUUG2x8 - - W/ (1) L'10 SIMPSON SECTION -5 0 -- AT CONG. WALL (BEYOND) GL IP AT TOP 1 BEAM TO TO SE X-1 CONNECTIONr-2'N\ ROOF DECK i 2x12 CONNECTION 3 FE,4. 1 .-4T COLUMN r4 JOIST TO BEA1 1 5 JOIST TO BEAM 3/4' = I'-0° SHAR I' = 1'-0' R S4 I' 1'-O' RI 1' I'-0' R S4 3/d' = 1'-0' RI 0 1/2' PLWD. SHEATH.- ,_ 2x4 g 24' O.C. _ �� KED fE *� CONN. n �� _- -- (1) 3/8' 0 LAG SCREW \ "' (2) 51MP50N A315--\\\ FOR E3R.4GES _- ; TYPICAL 19x8 W/ 8' SEE I ` -NIP CONN.- SEE 48 D.G. (CTRSK) MEMBERS TO BE C()N7. OVER 3x8 3/8"0 LAG SCREWS Sd� `� +� EA. STUDSEE X21 � MULLION TO 8x8 BELOW. SEE S4 // . - � � (1) TO GLB t S4 r� �.J (1) TO fE / ROOF PLAN -- _ W :" DO NOT fE 1/4' x 3' x to 1/2' EA, SIDE. FLWD. ROOF SHEATH. - EDGE NAIL - 3x FASCIA- SEE ARCH \ `�+ OVERCUT i _ - WELD 70 STRAP- BOLT --' GRID GRID `GRI>1 NOTCH \� �' THRU 8x8 WI (2) 3/4' Q EDGE NAIL TO BLKG. ��`12 FOR INFO NOT \ ` - PLWD. ROOF NOTED- SEE -- 5IMP50N 435 EA. 8x8 �� "� 15 BOLTS '� 8 51MP50N ST2115 - - r SHEATHING l g4 / 8x8 EA, HDR SPLICE 1 f - _ _ `� LZ GLB- SEE LAN _ �� 9 SECTION \ 4 `` WE>✓ STIFF.-- - -2x8 24' O.G. II II HOLD 8x8 2' ABOVE 1--� 3 _ I 7 f 45CIS DETAIL �� r 7Ex6BPD7. WDNSHIMSFILL / CONNECT 8x8 TO-- I" = 1'-0' _ SEE 15 --= I u u u�_ � 4x8 LEDGER W/ --�� \�' ON 1/2't GROUT � LEDGER W/ I - SIMPSON ST18 II II IL.-- l4) lbd COMM. \�. STRAPS is EA. - — - -{�--- �+/6Y' 0' O.G. T \` UNDER 8x8 Sd , --{{}}---- (2) IN 0 THRU-BOLTS TOENAILS OR PURL IN 6 EDGE NAIL7 Irr " 1w w SEE NOTE SIDE / COUNTERSINK- SEE 11 r (1) 1/4' a x 12' LAG 6 O.C. / / II — II II LOWER LAGS 1 T BOLTS THRU TOP r, - / 2x8 24' O.G. 8x8 FLAT OF 8x8 TO GLB -8x8 i I u �� u 2x6 FLAT) I (L I f- ✓�(2) 3/4' 0 LAG SCREWS 11 4x8 LEDGER W/ 'v}- 6x8 �� PREDRILL LEAD HOLE r I z--Em5E::) fE- SEE(2) 1' 4' THRU-BOLTS I +- I COL. IN BM. TO PASS SHANK. A © � I15 rt• S4 FOR INFO NOT 8x6 FLAT i I , 0 HEADER R (1) EA. SIDE OF 8x8 NOTED- SEE PREDRILL COL. W/ 9/16 2x(o SCUD WALL �' ___l{ __ _� J4 OD NK I \ \\-(I) i ' HOLE. DO NOT DRIVE -- -�� COUNTERS( 3,d � LACE TJ1135 W/ SIMPSON--j SEE S4 - - — CORNER �� 3x8 W/ (S 16d INTO POSITION, WRENCH SEE PLAN / U3516-20 HANGERS 11 �C;CONT. 2x SEE NOTE TOENAILS TIGHTEN ONLYHHU 516/20-2 54 n RLONG. PIER 8x8 COL. EACH SIDE 6x8 COLUMN USE 3 � AT DOUBLES) �1�---- �--8x8 8x8 COL. 6 T1'"P. JOIST TC GLU-LAM BE,4M CONN. 8 FA5CIA DEVIL00' 9� I4E,4DER DEVIL 10 PfER TOP ELEV,470N 314' = I'-0' RI' I' a V-0' R 3/4' = 1'-0' R S4 3/4' a 1'-0' R ' 0 z �. FIRST JOIST �• FOIST � FIRST JOIST 8x8 OVER 2x�o OVER 8x6 HDR � 4x8 LEDGER W/--------- ,- ' ---t PROVIDE (U �- I/2 � M.B. TO (SHOWN THIS SIDE) (2) i' 0 THRU-BOLTS o_g I � i 5T6224 STRAP % DBL. TOP fE � I 11 3/4fE .� i LONG LAG AG/BOLTS 70 8x6/(--IDR. 5' (1) EA. SIDE OF 8x8 �� , + + / 8x8 s EA. SPLICE , CAT STUD WALLS, USE (3) 3/4' COUNTERSINK 8x8 3/8 ff- x e WELDED \ FOR INFO NOT ___ IN TOP fE OF / t TO HINGE CONNECTOR � NOTED- SEE ' / EDGE NAIL \ / THRU-BOL S) � I/4' x 3' x 0'-11' � DBL. 2x 70P f$ � 5 1/2' � t SIDE IQs 6 SLOPE OF \ � ' , II 2 1.1 3 • w/ (2) 3/4' o _`\_- 8x8 (KEf� END OF 8x8) ` r y 1 g4 4x4 NOTCHES TYP 3116 3 3/8' � � � � 3/4' PLWD. SHEATH. AT 70P OF 14 � 1 Vol, SHEAR fE 3/8 x 6 1/2 x � - WELDED TO EMBED ff? W/ (3) N • THRU-BOLTS- FIELD ` N \\ 11 I I // ALL JOISTS CE WELD STRAP TO TAB � / � ' - -- __ d 3/8 3/4' THRU-BOLTS I I/2' -V 8x8 OF 8X8 FOR fE � 0 LEDGER BOLT- � \ \ \ �• 414' BENT ff' BOTH __. SIMP50N A35 -(2) 2x8 CONT. J015T — j F- \� EACH SIDE I LEGS 3/16 - CLIP - RAFTER W/ 1 1/2' x 6' NOTCH - - -- _ SEE 16 - TO DBL IN TOP ® 24' O.G. W/ - - - �\ � U SEE PLAN NZ - 16 8'TOENAILS 2 114' 1� I 3/16 + 3/16 `�'�� DEPTH SIDE 1129 0 NC�TCN � � W.P.-- •� � Z \ ` CENTER 1E 1/4' x 30' \ SEE ¢ 3 1/8 GLB- I {/2 + + \ / WELD TO SIDE 1129 1/2' LR \----2x4 FLAT BLKG Id 10 �► TYP Q Q 0„ Y + ' -� STUDS C7YP) �- CORNER j�` (TYPICAL) 2, CONNECTOR �2 112' I 2x8 JOISTS SIMPSON STSs-,% / 1,-3, _ -GONG. PIER c BOLT .,, - - BENT fE 3/16' x 3' x LJ ~- - t, 24 O.C. --8x8 STRAP. WRAP �� / 6' - i'_6' EMBEDDED fR 5/v 3m WELD 70 SIDE fE STUD EA. SIDE- OVER TOP OF 5EGTION 14-14 �_� W/ C4) ' x d' x OF CONNECTOR 1/2' R WITHIN 2' OF 8xb WALL TOP IE 2x(o STUD WALL / END OF a t. 8x8 NOT SHOWN 4'-0' U.G. MAX-' DRILL OUTSIDE a STUD EA. SHIM fE AS REG'D-� CONC. PIER FOR CLARITY 57WN. BOLT OF STRAP LEG FOR SIDE OF 8x8 WELD SHIM TD PE Wi 6� LONG STUDS PLAN NEXT axe *LEDGER (T`I'P) (5) 16d NAILS PLAN (ATTACH STRAP t0 METAL 2 1/2' OF 3116' FILLET PLAN SEE PLAN FOR STUDS W/ 08 SCREWS)LOCATION WELD t=A. SIDE SE,4M H,4NGEf<; r1_2'*"\ JOIST CONN. 4T CORNERS rl3-%\NT~F iG,4L J015T TO BEAM r1_4"'_`\ T`-f=1G,4L SEr4M TO BEARING 1.U,4LL �15 T'1'PICAL CONNECTION AT f='11212 1' I'-0' J R S4 1' I'-0' R S4 I' = V-0' }� S4 Is % 11-00 R I'�J 144 3/4' a V-0, R + GANOP'f 8x8 R4FTER - 719 - --- SIMP50N A35 * EA. INTERIOR ---i fE 3/8' x 4' GLB- SEE PLAN JOINT EDGE Z 1/2' DAPPED INTO j � - -- STUD BOLTED O TOP OF BM. i - --- 2'-3 3/4' — 1'-8 I/d' -- -.._ - Z'-$' -- I'-4' - ,�' - _ - - -- - - - - BRACE � n• + ______(2) Job No. --11 6x8 BLKG. x X 1---"- ! 3/4 � LAG 5<;REW----� � 3 I/4' EACH BRACE f---1/2',---1/2' 0 LAG SCREW I ' I ��/ RAFTER Q GFFSE - ! , W/ 4' EMBEDMENT + - SPACING + 6' Date: II.S-9p CORNER fE SIDE 1129 114` x 9' I NOTCH PLWD. Rev:A SEE II x V-3' W/ (2) 3/4' 0 -- —� — -- - I Z_ 2x12 BEYOND AROUND \ 7YP v / I S4 BOLTS. / /" - L-� 'n� �. BRACES (4't) Q I \_� ;" 1 -8x8 I (LAP Bf?Gs. fE 1/4 ) ---2x129 j' 1�iJNG BM. --�- / 19 R,4FTER SEARING DET,41L - -- - - - — L 3 x 3 x v4 +. 312E PLAN I - - ---- -- 3/4' i'-0' RI _- - -- -____. _-- _I %may- 48' O.C. PARAPET 4 THIS BOLT COMMON - _` S4 B I I W/ 4x8 LEDGER _ - _ _ _ _ -- BRG. 1`2 112' x 3 1/4' �� I �2x BLKG. I �� BRACES I I CONNECTION i x 1'-3' x8 ROUGH CONT. \� �" — _ ---- - - -_ ROOF FRAMING - T I �, '�-- 2x8 ROUGH BLKG. �._ -FOR J015T SADDLES - L I • (4) LOCATIONS • BTWN. 8x8 t 6x8 - 1 I SEE 12 --- 0148' O.C. - SEE ARCH ~\ V I FOR INFO NOT _ DETAILS I I I FOR IEs DBL. 2xC-, ff' - --- - I �' NOTED- SEE ; I 34 _—_ 11- 1 j I I ---TS COL.- SEE PLAN -+ --f L---(2) 16d TOENAILS 6 EA. SIDE AT EA. NOTED- SEE 14 ,i 3116 / I ` I Z ~� FOR INFO NOT 54 ff? 3/8' x 4' x BOTTOM- I � 6 x 20 GA x 1 1/4 �� . 7-� I I CONC. PIER 0 JOIST BEARING TRACK W/ "8 WOOD i x 9 1/2,_ I/4 ' SCREWS 8' O.G. - ---- - -- - - -- (2) 3/8' 0 x 3' LAG SUPPORT BM. I I --- - "� SCREWS TOP t BOT. Sheet N o. 4' , SEE PLAN I a' I TO WOOD II'_ s AND - --- - __ - _ PLACED IN 1/4' 0 LEACH (1) °h SCREW E,�4. COL., BRC. 112, FLANGE t0 EA. STUD--/ N HOLES EA. L 3 x 3 t SIDE fEe r%'N\ CORNER CONNECTION E 17 r:CLUt"iN CAP ri'111NCANOPI' FR,4MING ,4T CONC. BIER r2O r2l P.aR.4PET WALL SUf=F0fRT \,.SI' I'-0' S4 3/4 • I'-0' S4 3/4' = 1'-0' R S-4 of 4 4 1"�'' �'!rl d rlra 'NL.IF91.,I'J"�,1. A4(I I..I .. _...r '�R'T7?t. �,t .r. >-. ..-»....�llr+........�e.- yyya. 1,,., Vow►+aKMRI .., +twor!r .,,,.r.hrirr,r:.,, ... .:,y +..u.x+. .,__ ,rauh-s. ..:,......._. "."' M I J T . 1 . -_ 11/"111 111 III III III .�1! 111 111 111111 11!1111 1�1 111111 1 (� III 11, 111 ISI lIL: 11? 111 111 111,1 I 1 ( I ( ► ( 1 I I 1 I 1 1 I 1 I !Jill I III I ( I � I � I I I ( 11I111I111 � 111I111I1111111I1111111I111III , NOTE. I F THIS MICROFILMED 1 2 3 4 --- 5 •v 6 7 8 9 1�0-V—i - 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1+f QUALITY OF THE ORIGINAL DRAWING. OE 60 92 LI`Z 92 S2 0? 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NvoD U Dc = a n d N d i Aj9pL1AiJcE doz-ZLO \ \\ V U 2 $ LN LLIC I.� 0 0 I L� < Q. a 301- s W O N to I Annul Mechanical Gas Valve W \ I COCKING j _ f11�.CLL,. L14LV COCKING LEVER •C OD N l J) LEVER 1 L U z cT yCp� Z w o r N r ' I�D II O = R4►�G �NY��E FLI LL �" -To>I►1 ` 'Ilk ' W o (.0711 r NO 7c*L,� ^� Tn 3 0: Ego 4/0 box W1(N yi ICo'S fOSiTIoCJED .. j r FIRED CLOSED POSITION COCKED OPEN POSITION p 4 bS�yNo la OffEc IUWT AHD LO\V„F L41 of 50% '(L e� V Z N 6a AISOVE FI IJ. f LoorF V E.M•T TO 66 12 ADOVF (+N. aro cEluN4 1,149 ] � s W11HOU1 ff To NE FRoVIDED fait EACH c~v Q afNvs oR o SE15 c1JE 4/o aox TYPICAL WIRING DIAGRAM FOR � Icrrloje PULL titA1+oH. a11�IJ �11ro REMo1C BOkEs AKE M11v + -e'T� TYPICAL FIRE PROTECTION SYSTEM oa w -SIDE JME DIS'rA M ;LTWEEN CENtRRd SHALL NOT dE LF56 THAW 7. (ELECTRICAL SHUT-OFF) Z Ok 000 or o }- RESET RELAY 1-_ 1400G) METAL FURNISN[D SY GAYLORD MFR J • I INSTALLED BY ELECTRICAL J C) - �TE�5 a G4U�LIN4r wo*. coNrR41,cT01111 ; I FIeE emrNCT104 51'f`J L.L. 50 14t,ALL.Ep � N 17. �f ' 'FXt�AL flrllll6 VOL,so T n Q rim 5L(5xm `(o or l4*LLrzP P"M ALL -----------J< — -- ---- l ~, , ; � Z Z W 1 ;_..-- - - - ------- --- T 31 1- N o O @IqO1E '1 LOCbL Cr.7pE5. - --- .+� Cr (`Ilii 1° � EM �iIAL� PSE I f11$TLI LLED -- -- -- ------- �. a o o � I L- -- - - :_ - ANEUL WCNO-SWITCH �` IF) bGGUQ(�/S�GG `)(+1 44-s" IOQ IFk'�LL6(IN� SWC\4 CL CATEDO SHOWN CYLINDER SWITCH{MOWN IN -- -- ).- �w,I CIL.OSED►Ol1TON PUlNWTTO DRWG NUMBER r Y.� ICYL+NOER CHAROEDI 4. 4ec'a Sf�L1T-ot �Jo LJEs II ISj A L L EG � oTdE e-C, I IIr2�� . - CONTACTOR CONTACTS VOLTCUILT 5. ALL C1E+�'�121C.di- CJ�I4N�GTIGt�b t3`>' Cr� F- I.OLK►�ILL'� Vt`(AIL _ � N O CONT AC IS TD SUIT a�A•ela t•Q ( ELECTRICAL LOAD AND CNARACTQRISTICS b. fuelII's►•1 micw-SWrrc•44 wiz �-c� o1J /.•L L I MST ALL ED S1�EE INSIAlLEO sY ELECTRICAL CONTRACTOII FLMiGTI[.JC1aL �pP1-i�h louWuj � c�LLPt1►�4 (Y�ItM MEuL^�llc/►L G.R�.ASE � _4 F- . y{516M T� atE Cpl PED IF� S�dP �SeeL �v►Je1J pu+JaTetAT+►Jy R7LL4T na PLs►JuM F�EF•I"I T 1 NCl r F.i174q�:�-_r.t •�h •• ___ --_._.+ f-- - 11e M IeeR . • --- --I - t 4 r1F- ~'w (,,)oKING EQUIPMENT POWER SUPPLY t OF SHEETS OZALID A1xaI1441Ys1. .., �• •r'.W'- -... ,If 1 I. .. ....._... ._.._�-.......-.•...._-- ...,�..� ............_,......,,,en..»....+�....-«+....._. ,r.....,...a......w.�,.a...........�+.... ...- __�,.,,�,....•.....r.- sw....... .,,. ,... _.., .-. _.,...�.n,.w..,.,.�.,....--,+..-.-..++n...�..+ ...,..-.-....�..=.:...e.-...._ .' .. 1 Ilir 111 111 111 111 III 111 111 111 III 111 111 III II1 t11 `II 1�1 II'+ III 111 111 III IIF 111 III 11! II) III III III III 111 III III III 111 111 111 III tll 111 111 III 111 111 111 III ,p, I � ' M 141 6 NOTE: IF THIS MICROFILMED 2 3 4 5 t 7 e _ 8 I10 I I I? DRAWING IS LESS CLEAR THAN THIS NOTICE, I7 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 9c S21 bZ EZ ZZ (Z OZ 61 BI LI 91 SI bl EI 21 II 01 6 9 L 9 S b EI-- Z I"•'"' '�' I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfl111111it1111111�tIIIIIIIIIIIIIIIIEII+II11►111111111111111111111tllllllllllllll+II111111111111111!+IIII1;1IuIIIIIuIlullllll�lllIIIIIIIIIII�InLluu�nlllnul�lulull�Iu�nllulllullnullulllulllwlllillfiu�u1111utWJ!Illlll►IuIIuI�uUhln 19 1991 10" x 27" EXHAUST CONNECTION 10" x 25" EXHAUST CONNECTION DAMPER SPRING COVERS 3320 CFM ® 1.65' S.F . 3080 CFM 0 1 .65" S.P. 23'-4" OVERALL !ENGTH ( VERIFY ) ' WALL ® REAR 00 / ,. ANSUL -_ ?3.-0�. _ _ , 4 AIR SPACER-10 � 2 CYLINDER ENCLOSURE EXTRACTOR f- FILLER 11 '-61 11 6T uj rz -:1 CHEMICAL SUPPLY „ U \ 60 I \ 9 -9 LINE CONNECTION 8y-3 _ -_ _ -_- - __._ <a- 250 250 TERMINAL CFM 380 CFM FT F T 250 CFM/FT PULLEY \ r REAR BAFFLE / / PLENUM T ELBOWS 4 N FIELD PIPING & \ ` NOZZLES 4 A DETECTOR B� Q 2 1 /2" DETECTION CABLE _ � �, _ - .__ - _ CONDUCT BY REAR BAFFLE 1 - //� ANSUL INSTALLER _- !r— _ ._��- � SECTION B - - - --------- -._. .-.-...._.-. -.-._. --__- 7�3 - ' ------- - ... -- _ - __ � .. .... . . r- ______.*_ a—_ —_ --- -------_ -- __',r�---_--_ ANSUL R-102 CYLINDER ...... -- ---- - -r T :......::: : BROILER : :............: :DUCT AND RELEASE ENC!_OSURE NOZZLES (3) NOZZLES 2 1 .... ............ ...................... .. ............. -- -- ------- ------------------- - ---- - ------------ -____. ___�--- TI IN HOT 'LATE : ' I RE PROTECTION CA, L_ CU L_ ATI ON S DETECTION L �__ GRIDDLE FRYER ,BROILER FRY GRIDCLE HOTPLATE, w CABLE CONDUIT - -- - - - > CONNECTION. SITE HAZARD QYY NOZZLES FLOW NO tt, S i 7 .� 0 4 1\_ I (o ......................... .........._..................................................... ... .............:............................. ..:... ................................. �-�� -�� EXHAUST DUC1 74 IN 1 1 2 ,APPLIANCE NOZZLES (6) 46" ( TYPICAL - J EXHAUST DUCT 70 IN 1 1 2 _ CHEMICAL SUPPLY _ LINE CONNECTION ( PLENUMS 11 '-5 1 /4" LG 2 4 4 26 1 /29f 69" 11 '-6" 69" 4" AIR SPACE - low Now No HOT PLATE 36" x 15" 1 i 13'-8 1 /2" - _ ! V-10" GRIDDLES 48" x 24" 2 2 2 " OVERALL LENGTH (VERIFY) FRYERS 24" x 18" 2 2 2 25'-6 1 /2-__ HOOD ® FRONT BROILER 36" x 24" 1 3 3 HOT PLATE' 36" x 27" 1 1 1 PLA N VI E W NOTE: 15 TANK DSOUBLE STEM J. BOX 0 108" A.F.F. FOR SIX (6) 100 W, I.J.L. LISTED _ WHERE E%POSED TO VIEW, FIRE EXTINGUISHING SYSTEM DETECTION - JOSHUA IV SERIES - MODEL 100 F 120 V, 1 PH SUPPLY TO VAPOR PROOF, INCANDESCENT CABLE CONDUIT, REMOTE PULL CABLE CONDUIT, CHEMICAL SUPPLY AND VENTILATOR - WALL TYPE CANOPY HOOD LIGHTS FROM SWITCH LIGHT FIXTURES, FACTORY WIRED BRANCH PIPING, APPLIANCE DROPS, FITTINGS AND NOZZLES SHALL SCALE —3/400= 1 '-0" BY E.C. - . 6 KW BE CHROME PLATED OR CHROME SLEEVED. IMPORTANT ' X22 GAELECTRICAL, AND DIMENSIONAL GALVANIZED STEEL _- MECHANICAL, OVER MINERAL WOOL PAD 1 „ I WITH 1 ” MJOISTS INFORMATION SHOWN ON THIS DRAWI�JG IS SUBJECT TO CHANGE PENDING VERIFICATION x OF EQUIPMENT AND FIELD CONDITIONS. 46" OVERALL WIDTH BYCMECHORK ANICAL CONTRACTOR 1 /2" DIA HANGER RODS DETECTOR CABLE IN CONDUIT 3" 16" BY INSTALLER TO FINAL CONNECTION ON HOOD I U.L. AND N.S.F. LISTED 100 W Ir CHEMICAL SUPPLY Y LINE TO ANSUL R-102 DUCT AND _ INCANDESCENT, VAPOR PROOF FINAL CONNECTION 'ON HOOD PLENUM PROTECTION Ii LIGHT FIXTURES CABLE IN CONDUIT TO - - REMOTE PULL STATION �� ,� I r _ fl II I ANSUL AUTOMAN .AND TANK - 2 0-22-9 REVISED AS PER REQUEST J►� i 12 A ST/ST'L. FIRE DAMPER cn y WITH FUSIBLE LINK RELEASE n •-� Q N o o _ N - #18 GA ST/ST'L 1 9-11 -90 REVISED AS PER RETURNED PRINT J.S. _ STEEL ANGLES l � a � o � - z � HOOD TOP AND FRONT ;; it �� TWO (2) WIRES FROM RESET RELAY _ �- �L- oo z = Q F— N R L _ASE BY E.C. R V. A REMARKS BY FASTEN TO WALL ;� o LL- � � �� l TO AUTOMP E F E D TE ¢ z G �__-�- -- _ IREITZER , INC . wREMOVABLE ST ST'L -___kl6 GA ST/ST'L I W WIRES TO 120 VOLT "H.E." EXTRACTOR INSERTS _ o HOOD ENDS CHEMICAL SUPPLY LINE TO 1 - TWO 2 ES 101 RIVERDALE ROAD RIVERDALE NJ 07457 _ j 1 'SOURCE BY E.C. TEL. 201 -839-8200 FAX. 201 -839-0264 N o o z a- FINAL CONNECTION ON HOOD -___ ~ 1 1 /2'%. O [T- PROJECT z c Lj I X16 GA ST/ST L � Q Q N L ,i S H A R I ' S EXTRACTOR HOUSING ~ u-I L� L,. Ii - -- °- o Z Q Q RESET RELAY 14.1"Ll CITY PL-AZP, CHROME HANDLE N o cv to CUSTOMER PITCHED GREASE TROUGH \ I~— _I I TWO WIRES TO GAS SHUT--OFF J � I IBJ D U J C_ J WITH REMOVABLE GREASE CUPS -�6 SIZE I p rn a� � � AND/OR- AELECTRICAL CONTACTOR ST/STL PAN m DRAWING APPROVAL -- - - BY E.C. DRAWING ANSUL R-102 APPROVED BY: _ —_ DATE: ° JOSHUA IV VENT . GREITZER , INC. MUST RECEIVE EQUIPMENT PURCHASERS FINAL PLAN DIAGRAM 1 " x 1/8" ST/ST' _____7 ,'� APPLIANCE PROTECTION APPROVAL OF THIS DRAWINC BEFORE FABRICATION CAN BEGIN. FLAT BAR BRACKET S E C TI C� N A — � APPROVAL Or THIS DRAWING CERTIFIES THAT THE EQUIPMENT DRAWN BY DATE JOB NO. DWG. PURCHASER HAS REVIEWED ALL THE INFORMATION CONTAINED ANSUL R-102 J. BALAZAR 1 I 5 •90 SCALE - 3/4 1 -0 WITHIN THIS DRAWING AND AGREES TO ITS CONTENTS FIRE PROTECTION SYSTEM CONSULTANT SCALE PERMIT 1'40,, 1:+1.P 9C) .0.3- 6 _ 3/4„=1 ,-0,. "i CI ^- _ ..,_....�._,..�...... _ .__�„ ,..._.7_ ,.1 _ I�I�`IIIIIIIIIIIII�I'I�I1111�I'I1I111I1+11111yIIIIli1III�I11S1'11111�IIIIIII�rIllllyllllllll ,li)�II�I�111111IIIIIIIIIIIIIIIIIIIIIIIIIIIII�III�111�I�II�III1IiI1111111111111111111�1�111�� I,4;rrr _ .. �,,«.,�,,, :,a., �' ' i , . NOTE: 117 THIS MICROFILMED �- - I 2 4 5 + 6 7 S ___ � I10 I I ! 12 '"`,> ,,._. ..,*r•�..,....+.�» , DRAWING IS LESS CLEAR THAN w MIS NOTICE, IT 1S DUE TO THF QUALITY OF THE ORIGINAL I . DRAWING. QE 67. 62 LZ 92 SZ bZ EZ ZZ IZ OZ 61 F41 LI 91 SI bl EI 21 11 01 6 6 L 9 S b E Z �.— ,►111111111111111111 tall�nllllllLII�II1111111111111I tIM111111 UI11uN1 fIN{Htiilullnil f11111ulhitllltltllllll111111111�Ii11111111111IIillllll1111111'III11111u1I11IIl uuI1iid 11111 u1dool1111)Iall oiilu11111111111111U11111Il iml o1i116irmil imbuillal!ll11I1111I111111WIIIH Tm 19 D 1`1 C E M B 991 0. ..._ " 4 ® . .. rta-,m.:ref+,in�c_w..esorw.srr.,,.....:.............:.... ,...., • . x„5, TIV.� /,(, ilf"til ..inT -_ — �:, • pF7�4EF15 '.t�P47�+yYs'. .AA#�: .`3Yii�lRAI, AroKmWM,nr.�aum,:mrnere„are t J o y _EXISTING RETAIL BLDG. NOTES THIS SHEET 1 REFER TO FLOOR PLAN PLUMBING, SHEET M-_2 FOR CONTINUATION. �2 CONNECT NEW 2" WATER SERVICE TO EXISTING LINE IN ACCORDANCE WITH STANDARD'S OF LOCAL SERVING UTILITY COMPANY VERIFY EXACT SIZE AND J ?i LOCATION OF EXISTING CONDITIONS PRIOR TO CONNECTION. ti Q CONNECT NEW 4" SANITARY SEWER LIN( TO I.XISTING CAPPED LATERAL. VERIFY _- EXACT SIZE, LOCATION, AND ELEVATION PRIOR TO CONNECTION. CONNECT IN ' C� ACCORDANCE WITH STANDARDS OF LOCAL AUTHORITIES. � � PROVIDE 1-1/2" IRRIGATION TEE 'WITH BALL VALVE AND CAPPED NIPPLE FOR ��. `� !✓XI�1ifyt�M FUTURE CONNECTION BY tANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO • PROVIDE AND INSTALL CODE APPf+:OVFD BACKFLOW DEVICE. ` E'- � 5 NEW 1-1/2" DOMESTIC WATER METER. VAULT, AND SERVICE. CONTRACTOR TO K I T_ M/' OLE. COORDINATE AND PAY ALL NECESSARY fEES FOR NEW WATER SERVICE ( U CONNECTION AND METER INSTALLATION IN ACCORDANCE WITH LOCAL SERVING UTILITY COMPANY STANDARD CONSTRUCTION SPECIFICATIONS, n - - r N °' Z — 1 Q CONTRACTOR TO COORDINATE NEW GAS SERVICE AND METER INSTALLATION WITH c Z XI G4 GH LOCAL SERVING UTILITY COMPANY. '{ O ,Jr r I° il[L� I K ' U7 SEE MECHANICAL ROOM PLAN 2/M2 FOR CONTINUATION. �� I U CONNECT NEW 6" STORM DRAIN TO EXISTING CATChFASIN !N ACCORDANCE WIIfI - 000 STANDARDS OF LOCAL AUTHORITIES. VERIFY EXAC_F SIZE DEPTH AND LOCATION F,L cg ce D a OF EXISTING CONDITIONS PRIOR TO CONNECTION. INV. EL. 1935 t CONNECT 4" STORM DRAIN LINE TO BU LDING EnUNpATION DRAIN AND ROUTE TO a CATCH BASIN FOR DAYLIGHT. COOkOINATE EXACT SIZE, LOCATION, AND ELEVATION OF ROUTING DRAIN WITH GFNERAI CONTRACTOR. _ h 10 SANITARY SEWER AND DOMESTIC COLD WATER SERVICE LATERALS TO WITHIN / + 3� 4 •4 I L IK ' S` 0" CIT'NEW RESTAURANT BUILDING SHALL BE FURNISHED AND INSTALLED BY KI(� � LANDLORD. COORDINATE EXACT SIZE AND LOCATION OF SERVICE UTILITIES / / 9 41+ • PRIOR TO INSTALLATION OF INTERIOR PLUMBING SYSTEMS. r1� 2 W 7 .< -I w W u . LL ENERAL NOTJ:S - / , � I PL I ;nLOO < c 0 z � / I I I � " 1. THE CONDITIONS SHOWN ON THE PLANS ARE BASED ON THE �+ � � � � Q ":7 BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO n `� / cn + VERIFICATION. CONTRACTOR SHALL VERIFY SIZES, LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS THAT ARE TO BE CROSSED OR CON- NECTED TO. CONTRACTOR SHALL BE RESPTSIBLE FOR / 1 CORRECTING ANY- DEFICIENCIES CAUSED BY FAILURE TG / PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO / / -�� / �� J , GO 00 OWNER. VARIATIONS FROM THE PLANS SHALL BE BROUGHT - > L + m4ma TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. m Z. INVERT ELEVATIONS SHOWN ARE FOR COORDINATION ONLY FL \ 3 I � AND ARE SUBJECT TO VERIFICATION BY CONTRACTOR \I ', PRIOR TO COMMENCING WORK. a u 3. RIM ELEVRTIONS (R.E. ) 'SHOWN ARE APPROXIMATE AND \ In SHOWN FOR COORDINATIJN ONLY, NOT TO BE USED c� t ;04 M FOR CONSTRUCTION. VERIFY EXACT RIM ELEVATIONS WITH SITE GRADING PLAN PRIOR TO COMMENCING WORK. - _ S 20'3(0'30' W0 I' M 5 1lG WATaK M C1� _ l PIPING AND S 'M6-Q1w_J.� _ _____ --� cw 4 1/2' LU � WASTt A60*_.'P GRADE �— ------- � ---j WASTE BELOW GRADE COLD WATER (n - - HOT WATER - - - - - - - - - - VENTti S. U1 QAC; IC; A Z s G GAS PIPIrvG � ... EXIST WASTE PIPi.I ; Y D CONDENSATE DRAIN CO CO 43 K>---WALL CLEANOUT 0----- CLEANOUT 00 STE PL AN - PLUMBING •� 41 H8 --04 SHUT OFF VALVE 0 I NOSE B1B8 R< --y_ GAS COCK, BALL VALVE M I L __W EXIST WATERLINE V m2O'-O' L1. --- —SD— SiOR M DRAIN 94 LQ NEW CONNECTCN TO C EXIST SYSTEM 0 . a 17 SW BULL9 --�\TN. RD. 2' THICK CAST IRON GRATE (26x29) r�tor1UF�Yu1�YG p'Y L-YNGH Go ,GNB JOB No. 0. 0 , 2— X'THREADED CLEANOUT --,� ��,F,F SITE 5 PLUG. \ SUS _Date I I - S-q� 'KING CITY /� Rev / FOl VOATI ON DRAIN PLAZA' SW DURHAM RD SEE PLAN FOR EXACT LOCATION.J.H. SMITH NO. 7070— ` BACKWATER VALVE. l" --- — 10 GAUGE STEEL ALL —DIP FITTINE; MELDED CONSTRUCTION �� CAULK FITTING GHT ASPHALTUM COATED �� TO HUB INSIDE AND OUT _ SITE PLAN - i' — - `/I1L"' I1�I I1 �/ 17re 1'-r N o0 5•- � � I( 1 V I I �{ 1 T I MAP PLUMBING 2 CATCH BASIN DETAIL NO SCALE,- __-- -- ----- ----- ---__ Sheet No. NOT TO SCALE S;N-. SID I CONTACT PERMIT hIC). BLIP' 9t;l--t:►346 1E,03 659--6394 M 1 16 f7P 27 -- _ PRuJE'.'T NL . -- of . (I��IIIIIIIIIII'llllllllI 1111�I�I�II1(IIIIIIIIIII�III�I�I�t�ti(1�1''111,l�'ll�l(I�I�IIIIIIIIIIIIIIF�� I�IIIIII1�111�1 II1111111111111 IIIIIIII1111111 lllllllllllllll Illlllllllllltl -fir...... ,., _.._ .....:..,,.,,.,.... ., ., ...:.b_ ,.,: ,._ t y '" ' f �`- `� NOTE: IF THIS MICROFILMED �'""` ` I --------- 2 4 5 _ 6 7 e Q I b I I 12 DRAWIN13 IS LESS CLEAR THAN THIS NOTICE,- IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. _ ------- -- -- ' Of. 62 92 12 92 S2 b2 E2 2? 12 02 51 91 11 91 sl b l E I 21 11 01 6 9 L 9 S b E 2 l on�sw ��C ,►!111IIIIIIIIIIIII�IIn11UI�U111111111111I1111�I1t1I1111�11111itlt�tillllnl�untt+IIINIIIIIIIIIIIIIIIIIIIII111111�I1+111111�IIHIIIIIII'+IlltlllllllllllllllD11111111111111l�Illlllllt�tIIIIIIHIIIIIIItll�lyllllll�lJlIIIIIIIIIIIIIIIIIIIIIIIIII�IW�hI11111111111.11111111��11111111111111�IlU�ll11 _ _lr!jCEj M Bu1t" 19 1991 a — • H . ' INSTAL1_ PRESURE REDUGIN6. ° I _ 23� 22 21 (20 19 �� STATION, SEE DF_TAI _ 6 \ 17 3 �1 Vii}.:'1 ��-=' p►J 6' �N T »! �S1Q_!�l___ 40 I a F-ouT� "a-�„ �o►NN ANp r Z�_col•,,iNc r ' _ Mt.TEh (IDC A-TION. _-*—L. /M_, �� - -- '4th i / -MTAL PF_\/l-1 C�I�GV EPIC�TI = 12c�' 'O� �_ _ / - it �L�6g � _ \\ - ------- - ----._-------- - --•-- .- "� 2 -3' -r / 7O TAI_ .:�1•J N L=C.._Tru t r7,�IJ - I U 9 4� M C3H_ n_ _ � --T J' Tb l:T W C_ 1 1-t7 L I..t_ 311 61 Fp_ ((�� Iv P ( u �- I-IWFi= 3Y4" k.I� MI .•I-I/ HIM_ RfY_ WI_- S?? E2--! �� (; Nt-AtJ 2./"z I_L,-,-,M 4Ll�l j] --� \ -{ I I/Z'� If 000, W7- II] u I I I / w , n r L I Z -`{ - l�I ,� � 1�+ r `} P M� �� \.A/ �1 C� �; sloes z EC HANI�CAL — ntNt� L_z ROOM PLAN PLUMBING � I3r MSH i L 11=� Z 2m \ �! 311 V l / GC II WG-2 \ { _<jTr�� -, \ ` Se I ® • cA0 LU (D � � r \ GEN • Woo : Ii —--� nl�l-,W��1-,IN , � GENERAL A L N•OT E S = _� v I 20 \ r 15i3 I/Lf FV-i - I I I \ i' I I �� \� , A. CONTRACTOR TO PROVIDE AND INSTALL ALL VALVES, REGULATORS, FILTERS L_L I L_I I _ AND FITTINGS NECESSARY FOR KITCHEN EQUIPMENT OPERATION AND MAIN- < • L.L „ I RD L I`r �G_2 �I-� I I \ \ \ TEN ICE WHICH ARE NOT FURNISHED BY EQUIPMENT SUPPLIER. in B. CONTRACTOR TO PROVIDE AND INSTALL ALL COPPER CONDENSATE DRAIN LINES z N1r�7= II/ r- II 4 -J �j/7dL�� I \ FROM WALK-IN COOLER AND FREEZER REFRIGERATION EQUIPMENT. DRAIN TO ! ' ' �V\/.= KL_ 17 � -2�\ 1�z \\` L COOS APPROVED FLOOR SINK LOCATIONS AS INDICATED ON COSULTANT'S <, uj { DRAWINGS. : v I \ �a I \ 2�z� - 4 I \ C. CONTRACTOR SHALT. PROVIDE GAS COCKS AND UNIONS AT CONNECTIONS TO ALL GAS FIRED EQUIPMENT. SEE DIAGRAM 3LM • _ - - I I \✓j \ � ? D. GAS SAFETY SOLFNOID VALVE SHALL BE FURNISHED BY FIRE CONTROL SYSTEM CONTRACTOR AND INSTALLED BY PLUMBING CONTRACTOR. 1/5 Z„ I` - -=� I L CONTRACTOR SHALL INSTALL ALL INDIRECT DRAIN LTNF.S FROM KITCHEN li EQUIPMENT. 4 '�(✓ J 5� �, ,/ I I 3 civ I I F. REFER TO KITCHEN CONSULTANT'S DRAWING FOR EXACT ROUGH-IN INFORMA- TION OF ALL KITCHEN EQUIPMENT. l� - --�-- -- - —T -+---- - Ulu) Ivism] - 4 _ __I�_ i' 2� -- \ - j G. INSTALL ALL VENTS THROUGH ROOF INSIDE PARAPET WALL IN FLAT ROOF __ > 2 �/ \� _ II 'I ` I I� - I TURAL CONDITIONS STPRIORCTOLROUGHG•IN. SEE DETAIL'l WITH HVAC, LE ICAC AND STRUC10 - x jawC, + I?'G �i� �7 G9 _ r -- ■ Ili \�= H. INSTALL CONDENSATE DRAIN TRAP AND DISCHARGE PIPING SERVING ROOFTOP a Ip _� _I �" _..II _ 4 -__ __ .-_, __- _ _ - 3/9'� F�I�� AIR CONDITIONING UNITS IN ACCORDANCE WITH LOCAL AUTHORITIES. SEE - - ---- , n Zn % - _ DETAIL 9/M3. 98 �� OZ, -- -- - - 1 REFER TO ISOMETRIC DIAGRAMS 1/M3 AND S FOR EXACT SIZES OF AL!. 0 \ II n /^ WASTE, VENT AND WATER PIPING. i Y J. INSTALL RIM OF FLOOR SINKS IN ACCORDANCE WITH STANDARDS OF LOCAL / 1 vTR -- - _ - - _ - - �, � AUTHORITIES. K. ALL WORK PERFORMED AND MATERIALS SUPPLIED SHALL BE IN CONFORMANCE C WITH STANDARDS OF LOCAL AUTHORITIES. 02 IOJ IO2 101 IIS 113 O 3" 5 1 �' �`�� I �— IIg 44 -FS-I Q c 3 '7I/-- —1 I IIJsTN-t✓ q" ��I-Iur ��F �aNb o(vall.l /.�i-�iE o� G�✓ >- / I I I \ -1 Y AND I' SrIUT-oFF- ;>Nc> t lfzA O \/ALvi� vN PIEAIN � -, FI�vM =ov-for' E;VAP n L i�rE I II.1 Ll. P HINI� IAfc-,mss pA�E.� FCiK UwI Imo- 1 - - _ �d t SMuT of r- awe �lea.l-) rev►-► U _FTI I b(,g -- --i�' - _ - - NOTES T H IS SHEET a '� -- C1� INSTALL PRIMARY ANO OVERFLOW ROOF DRAIN IN FLAT ROOF AREA. V ' A & IIIq� � 7 „ I� � -EIV(N� � � 1� REFER TO SITE PLAN SHEET Ml AND/6R CIVIL DRAWINGS FOR CONTINU- COORDINATE EXACT LOCATION WITH HVAC:, ELECTRICAL, ARCHITECTURAL �- � I { I \ ATTON. ID DRAWINGS AND ACTUAL STRUCTURAL CONDITIONS PRIOR TO ROUGH-IN. � ON RO_'�F �T�TION { ( i AC - UN �CUOF / ROUTE 3" STORM DRAIN UP TO +6" ABOVE FINISHED GFADE AND PROVIDE ROUTE 1-1/2" COLD WATER SUPPLY DOWN IN WALL FOR CONNECTION TO p� �� ADAPTOR FITTING FOR CONNECTION TO EXTERIOR DOWNSPCUT. SEE ARCHI- WATER CLOSETS. PROVIDE SHUT-OFF VALVE AND SHOCK ARRESTOR. L VJ �� ICS._' �� - "� g ■� 2"� j — J I ghr KA H Q, TECTURAL DRAWINGS FOR EXACT SIZE AND LOCATIONS. I ROUTE 4" STORM DRAIN FIPING DOWN IN WALL TO BELOW GRADE AND ROUTE G \ j 311 I { ��t+ � STUB-UP 1/2" WATER PIPING FOR CONNECTION TO SINK AND WATER FILL AS SHOWN. r "TIZY / STATION EQUIPMENT. SEE KITCHEN CONSULTANTS DRAWINGS FOR EXACT �-� PRIOR-TO ROUGH-IN. (2t) ROUTE CONDENSATE DRAIN PIPING FROM REFRIGERATION COILS TO FLOOR c / \J 1� / SINK. VERIFY EXACT SIZE, EQUIPMENT CONNECTION, AND COOLER WALL (41, ROUT( HOT AND COLD WATER PIPING BELOW GRADE. PROVIDE FOAM GLASS SIEEViNG WITH KITCHEN EQUIPMENT SUPPLIER PRIOR TO ROUGH-1N. 3 { { INSULATION WITH PITT-WRAP JACKETING AS'MCOPNING. ANUFACTURE( BY PITTSBURGH Q 4- ;2-1 ROUTE 1-1/2" COLO WATER SUPPLY DOWN IN WALL FOR CONNECTION TO 15G OFFSET 2" VENT PIPING SERV'_CE FLOOF SINK BELOW SLAD 10 FURRED BCX FIXTURES. PROVIDE SHUT-OFF VALVE AND SHOCK ARRESTOR. too / COLUMN IN ACCORDANCE WITH STANDARDS U.- THE LOCAL AUTHORITIES. 22 ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL FOR CONNECTION TO (� MIXING VALVE WALT_ CABINET ASSEMBLY, LOCATED UNDER LAVATORIES. ROUTE 1-1/4" GAS SUPPLY UP THROUGH ROOF FOR CONNECTION TO ROOFTOP ROUTE 1/2" TEMPERED HW AND 1/2" CW HEADER IN-WALL. A/C UNIT. PROVIDE GAS COCK AND UNION. (AC-1 AND AC-2 - 180 MBH EACH). SEE DETAILG/M3. f� L I�5 �3 INSTALL WALL FAUCET HB-1 UNDER HAND SINK FOR CLEAN-UP PURPOSES. I " ti ISt3 fL 3 / 7 COMBINE 2" VENT PIPING UP FROM BELOW FLOOR SLAB AND COMBINE FOR VERIFY EXACT LOCATION WITH UWNER PRIOR TO ROUGH-IN. VENTING THROUGH ROOF TO ATMOSPHERE. VERIFY EXACT LOCATION WITH 7 \ / ELECTRICAL AND STRUCTURAL CONDITIONS PRIOR TO ROUGH-IN. I F({flNT INI►�I[-a \24; ROUTE 7/2" HOT AND COLD WATER PIPING DOWN IN WALL. TEE CONNEC- TIONS TO (<2 AND H� AS REQUIRED. PROVIDE SHUT-OFF AND ACCESS / \ - IQ'>- - / \ `8: ROUTE VENT PIPING UP THROUGH ROOF AND VENT TO ATMOSPHERE. VERITY FOR BOTH. EXACT LOCATION W;TH FIAC, ELECTRICAL AND STRUCTURAL CONDITIONS � PRIOR TO ROUGH-IN. SEI: DETAIL7iM3. ROUTE 3/4" (140'f) HOT WATER SUPPLY DOWN M WALL FOR CONNECTION TO DISHWASHER (ITEM #20). PROVIDE SHUT-OFF VALVE AND PRESSURE � 3/ STUB-UP 1/2" COLD WATER FOR CONNECTION TO MAKiE-UP AIR UNIT WITH REGULATOR AS DIRECTED BY EQUIPMENT SUPPLIER. 1 / SHUT-OFF AND UNION. VERIFY EXACT LOCATION OF UNIT CONNECTION WITH EQUIPMENT. SIMILAR RTORIIOR T�O�R^ODUGH-IN. PROVIDE' WATER-TIGHT ROOF �26), ROUTE 1" GAS SUPPLY UP THROUGH ROOF FOR CONNECTION TO AC-3. I / PROVIDE GAS COCK AND UNION (13111.3H). SEE DETAIL',dm3. TO ROUTE 3" STORM DRAIN DOWN IN WALL POCKET TO BELOW GRADE. 2' DAYLIGHT 4" OVERFLOW DRAIN THROUGH EXTERIOR BUILDING SOFFIT. -- - -- - - -- - --- - _ __--.i_ - VS VERIFY EXACT LOCATION WITH ELECTRICAL AND STRUCTURAL CONDITIONS — - -- - - - -- - -_- PRIOR 10 ROUGH-IN. `' ROUTE 21;GAS SUPPLY DOWN IN WALL TO +6" ABOVE FINISHED FLOOR AND ��78 No. / I1 STUB-UP /4" NOT ANO/OR COLD WATER SIIP,LY FOR SERVICE TO F;E-PIPED PENETRATE EXTERIOR WALL FOP. CONNECTION 10 METER SET. • I I AL1 KITCHEN EQUIPMENT CONNECTIONS. COORDINATE EXACT SIZE AND LOCATION I WITi J & F INDUSTRIES PRIOR TO ROUGH-IN. (� CONTRACTOR TO ARRANGE FOR NEW GAS SERVICE AND METER INSTALLATION WITH LOCAL $ERVING UTILITY COMPANY. Date 12) 'ROUTE 3/4" HOT'A"1D COLO WATER ELITES DOWN IN WALL TO BELOW GRADE. �--' PROVIDE SHUT-OFF VAIVFS WITH ACCESS. .30) INSTALL PRESSURE REDUCING STATION IN ACCORDANCE WITH DETAIL 8/M? _Rev : AS REQUIRED FOR DELIVERY PRESSURES ABOVE 80 FSIG. VERIFY EXACT 1 / �� I \ (0 ROUTE 3/4" HOT AND COLD WATER SUPPLY DOWN IN WALL AND TEE CONNEC STATIC PRESSURE OF EXISTING MUNICIPAL SYSTEM PRIOR TO ROUGH-IN. i I TIONS TO KITCHEN EQUIPMENT. VERIFY EXACT SIZE AND LOCATION OF EQUIPMENT CONNECTIONS WITH KITCHEN CONSULTANTS DRAWINGS PRIOR TO ,31 ROUTE 2" COI; WATER SUPPLY UP ALONG WALL FROM BELOW GRADE. t J_ ROUGH-1N. PROVIDE SYSTEM SHUT-OFF AND DRAIN VALVES. VERIFY DOMESTIC _ tJ BACKFLOW PREVENTOR REQUIREMENTS AND PROVIDE AS DIRECTED BY LOCAL 4 PROVIDE AND INSTAII GAS COCK AND FIRE SAFETY SOLENOID VALVE. WIRE AUTHORITIES. 10 HOOD CONTROL PANELS FOR INTERLOCK OF FIRE CONDITION SHUT-DOWN, / �15 ROUTE 2" GAS DOWN IN WAII AN PROVIDE HEADER FOR CONNECTION TO � SEE FLOUR PLAN - PLUMBING SHEET M2 FOR CONTINUATION. COOKING EQUIPMENT. SEE KITCHU, DRAWINGS FOR EXACT REQUIREMENTS. `'�' ROUTE 1-1/4" GAS SUPPLY DOWN FOR CONNECTION TO Wfll. PROVIDE GAS T 16; ROUTE MECHANICAL- PIPING SYSTEMS ABOVE CEILING IN KITCHEN AREA. COCI, AND UNIJN (199 MBH). SEE DETAIL 4/M3. FLOOR L O R C ) h/I COORDINATE EXACT LOCATION WITH HVAC, FtFCIRICA( 'AND STRUCTURAL _"1�' FLOOR FLAN LUM NG �(J CONDITIONS PRIOR TO ROUGH-IN. J4 PROTIDE MELDEO FITTINGS ON 2GAS SERVICE FOR Sf ON CONCF.ALFD WITHI!! EXTERIOR CONCRETE WALL. _ M 2 v4"=1'-0" FZOuft✓ II/Z" &A-0 50 IVY Ue rtilka *OF CbIv1VG_LT I '' nIbI,�G%�' L ,f-,m ISI Lily= rc- PLAN Fob l,�NIw�UTlu.l �� AU-I . 0-�vri0e �ir�r�i- Ir�f- 1cvA� r{ ,4rvD I�Ur C�� G.a.� ANP UNION (500 io INpur� L�7"N 1>v wAI l_ 'ro -I A� ,Ho�•>r�l PLUMBING - Sheet No. CONTACT: ROB MATTESON PERMIT RIC . DI JP 9ti• t"1: 46 �50� 669•-6364 M2 PROJECT NO.: of 5 IV Rc I' I I I I I � I I 1 ( III 1 1 1 1 1 1 1 1 1 1 1 ` I ( l l l l l l l l l l l l III I I I I I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 111 � IIIII � IIIIIII2III1 { I13IIIIII , 4II IIII � II � � III ) { I � IIiIIIIIIII � illll { ILII IIII •III { ILII IIIIIII N I)TE: IF THIS MICROFILMED y� --i-- 5 ° _ _ 6 7 9 9 10 1 I 12 DRAWING 15 LESS CLEAR THAN ---""`" •' .. THIS NOTICE. IT IS DUE TO - THF QUALITY OF THF ORIGINAL ✓ DRAWING, QE 62 92 a 92 SZ� fp EZ Z? Iz OZ 61 91 LI 91 51 bl Ci ZI II UI b 9 L 9 S t, E Z I"•""' II ..-•�. II--..-- TAM B I"cli 'ji'l 19 1991 /•� �►!I�IIIIInII�unIlnl�nlllnil�llll{1111f11111{Iillllltl♦Itu�llttllalll1111tInIa11{IIII�1111IIIIIIIIIIIIIII�IIIIIIIII�UIIIiIIIFINI{?t�llNlt{IIIIIIIII{IIIIIIIII{IIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIII{IIILIIIII�IItl�llll{IIII�IIIIIIIIIIIIIIIIW�IHIIIl111IIIIIIIIIIUIlI{UIIIIIIIIIIIIIIWIIIIt s PLUMBING FIXTURE_ CONNECTION SCHEDULE HOT WATER CONNECTION SIZE-- UNION (IYPICAL)----- I` �1 RETURN SYM FIXTURE W —V CW -HMANUFACTU RER/m00EL FITTINGS REMARKS COLD NATER TEMPERATURE AND ---- t-t�2° V y PRESSURE RELIEF VALVE -_- j H01 WATER WC-1 WATER CLOSFI 3 2 1 KOHLER "WELLCOMME" WATER KOHLER MODEL K-4670-C ,7 DISCHARGE FULL SIZE i 1.I-0SET NO. K-4250-ET. OPEN FRONT SEAT W/O if -- GATE VALVE (TYPICAL) 2 BOLT ( PER CONNFCTIQN SCHEDULE. - COVER; #K-456 �2 z, CAPS. SLOAN FOYAL 1 I' i--- GAS COCK FLUSH VALVE NO. 110-3. FLUE DV SHEET - -- I� EI METAL CONTRACTOR `e_-__---GAS PPES"URF WC-2 WATER CIOSH 3 2 ] KOHLER "HiGHCl1FF" WATER (SAME AS WC 1) VERIFY LOCAL *11r MATER HEATER REGULATOR "HANDICAPPED" CLOSET NO. K-4268-ET. HANDICAPPEDK `� LODE.� DRIP LEG C) U-! URINAI 2 1-1/2 3/4 KONLER "BARUON" URINAL SLOAN ROYAL FLUSH ((��, .. I I 41 _ N0. K 4980 T N0. 186. CV----HOSE BIBB DRAINI " � � j 1 I " i'� --DRAIN PAN1 " ' KOHLER "FARMINGTON" / I 1 "` „ Z s- I. 1 LAVATORY 1 1/2 1 i/2 l/2 1/,. N0. K 2905 SELF bC-L7i.a tik�1�L t ui17J I/2 `�' / Co RIMMING LAVATORY. NO l5vl HDTF i vJATER HEATER DETAIL �. � �� . P-T(4Ap u r NO SCALE S.N. NHNREC VT 17 I Z ' I r U I SLa ` 04 Ill --�� 20 L-2 LAVATORY 1-1;2 1 1/2 1/2 1/2 (SAME AS L-1) INSULATE H.W. 01 " "HANDICAPPFU" SUPPLYAND Z __sC__ - _ II/Zl I ✓ „ �� I�!' C7�LTAk ND.Ci(iHC�F WASTE PIP1N1; I Y, ,� Q r 4" -� �i U I,� z - �c4 L tslt�E c5LkME UNDER LAV. 2l' l I �� L ; I l �i"dy /Z' I (c* �{ L 3 LAVATORY 1 1/2 1 1/2 1/2 1/7 KOHI_[Ft "GREENWICH" SYMMONS MODEL NO. I / II KIICHEN" NO. K-2032; 4" CENTERS S-90 FAUCET. C P. l I I y, I , a VENT UP THRU RDOF-- ---� II STOPS AND TUBING (� 2 ✓•f � I II LAVATORY. BRASS P-TF�P, SPt:EDW,",Y 'v/G-I 1 I�z'I ` _ II 1� IE xZ '' II SUPPLIES. n 3 J 2 IyZ- —VENT, CONCEALED IN WALL SS-1 SERVICE SINK 2 1 1/2 1/2 1/2 FIAT MODEL MSB-2424 CHICAGO FAUCET NO. 897 ! �, Z �' 4 lI Ic l ID 11 II _1„ MOP BASIN WITH HOSE WITH VACUUM BREAKER, r ^ 1 U- 1 � 3 n I 1 1' —� I 8322-AAPANDA889TLC. #302 STRAINER. . 3/4" HOSE THREAD AND ,`�� ' �• 1 �� I GREASE TRAP (GT-11 Illii� (I 1�ONPAC TYNGS FOR SIZE AND C.,) Z„_�/ I/L Yrll /^ /i: FD FLOOR ORA,,t 2 - i I �'( -Z V I — I -WALL CLEANOUT I 1 L1 1/2 J.R. SMITH MODEL VERIFY TRAP TY _Z I �', rte”, 1' �� / It _ I 312 BODY WITHOSATINOR AIN PUIMFMENT A 2L r ) ( ry I _.— Q IRE S W NIKALOY STRAINER. WITH LOCAL u L - CODES. 0 L TRAP ¢.VE NT SEE FLOOR PLAN SHEET F2-2 FLOUR DRAIN 3 1-112 -- --- J.R. SMITH MODEL 2010-A FLOW CONTROL FITTING FURNISHED— —3 M-1_ 1'OR CONTINUATION / WITH 3 (SAME AS • f000lloolooIj WITH INTERCEPTOR _ _.--.-3� STRA_NER91 FUNNEL -- FD-I.) I i MODEL N8004FC GREASE TRAP GT 1 � � �1 ?J �� . (.�8 � Z FS 1 FLOOR SINK 2 1/2 J.P,. SMITH #3002 VER , Y GP/ ' Z NO SCALE S.N. GAEASEI OR G REQUIRE" F? - 6" DEEP FLOOR REQUIRE C 1 �� -� U Z t>� 0 LL O 74 ��t"� SINK. WITH KITLI,E.� r N* ,1 DRAWINGS. �l'j �'✓1 $� �8 IFS-2 FLOOR SINK 3 1-112 --- J.R. SMITH MODEL #3u09 SAME AS Z / SERIES - 10" DEEP FS-1.) > W w -- FLOOR SINK. WASTE & VEN T ISOMETRIC, HB 1 HOSE BIBB --- 3/4 J.R. SMITH MODEL #5510-VB LOCKING WALL BOX TYPE M 3 NTS � WITH VACUUM BREAKER. HB-2 HOSF BIBB --- --- 3/4 3/4 CHICAGO #b35 FAUCET ASSEMBLY WiTH VACUUM -— SOLDER LEAD COWTEA FLASHING BREAKER. MINIMUM 1' OVERLAP Ease COLLAR TO COUPLING RD-1 ROOF DRAIN 4 --- --- --- J.R. SMITH MODEL #1010-C INSTALL ARMEfLEX INSUL- �D H=a� GOIiirIN( 4s�'(-IOr�j "PRIMARY" C.I. ROOF DRAIN BODY WITH ATION ON INTERIOR TOP OF ROOFING LEAD FLASHING (,XB) LARGE DOME AND UNDERDECK SYSTEM. CONTINOUS TO CLAMP. TOP OF FLASHING. - --HOT NOP FLASHING TO ROOF - m �►` �' � RD-2 ROOF DRAIN 4 --- --- --- J.R. SMITH MODEL 1070-C (SAME AS RD-I.) 4 Z" 13L.n�, Gla �Is>` "OVERFLOW" I ROOF DRAIN BODY WITH 2" /" y/ 0+ ' ` *1% INTERNAL WATER DAM COLLAR — AND Ut1DERpECK CLAMP. P-1 HOT WATER --- --- --- 3/4 BELL 8 GOSSETT "LITTLE 1/12 H.P. AT 120V,10. SEE DETAIL. RECIRC. 'PUMP RED" bLR-15 WITH BRONZE 4 /M3 BODY. _ 0 I Z ��^ �I, WH-1 WATER HEATER -- -- 1-1/2 1-i/2 A.O. SMITH MODEL E3T-200 PROVIDE FACTORY SEE DETAIL. /Ln (140'F) GAS FIRED WATER HEATER; DRAT T INDUCER 41 M3 C ,i, 3, „ �-7 6 GAS PIPE ROOF PENETRATION IDD WIN STORAGE^199,000 0 . \` 1 BTUH INPUT AND 226 GAL/HR 4 1Id- f 3 NOT TO SCALE S.N.ROOFPENA _ RISRECOVERY RATE AT 80° TEMP � O I�Z Z GT 1 GREASE TRAP 3 2 --- --- J.R. SMITH MODEL NO. 8250 DOUBLE WALL- REMOVABLE SEE DETAIL. CL 10 2tO WITH EXTENSIONS AS RE- BAFFLES CASKETED NON- 5/1•,)3 J QUIRED. SO GPM FLOW RATE SKID COVER. 11 Z17 I/ I' IZ� WITH 100 LBS. GREASE � N I A 6W U Z,, CAPACITY, COMPLETE WITH 15>zi �� M4U-1��-�� %IE p NOTc ROOFING SHOVED BE FLOW CONTROL FITTINGS. (� �f� STOE< C 1 P �-- LEAD L0lkiTtF?FLASH SLEEVE MV 1 MIXING VALVE 1/2 1/2 LECNARD MODEL C-110-AF-BR LOCATE UNDER 1/ CONTINOUS TO TO > Z MIXING VALVE WITH RECES- MEN'S LAVA- " yz /i I/ „ OF FLASHING �� 3LB, RE URN L P. MACH i' ! SED WALL CABINET. TORIES. D I�'' 1 1 �, /2 PIN. RETURN LIP. IiACHINE �,'� I FORDED OR FABRICATED AND I,I-II 'L 113► Il f� 117 I I Qr SOLDERED TYPE. FIELD FOLD- ^p-1 Ap-ez �If - -- - - - - B(Z�IcS 17 �N „ L,2 (-ryr-2]— 1' �I( „ �N 3j4 a OVER TYPE PROHIBITED p��V PjF�C t w. 310 W �Z �• \ PLUMBING VENT / g � � m I/1 C r'r -Z) %ZWw `` ✓ �1` 12' PIN. ��_ _ L-I i IOZ -1 LEAD SKIRT HOT —3LB LEAD FLASHING MIN, INTO ROOF OR IN ACCORD- / \ 12• BI(FIF!EL. a ANCE WITH ROOF STRUCTI�HE ' M�-I /L G vJ ! H�_ 11/41 %z"G�7 rJ(_ Turd /41;z < �� d 12'--- CMXNSATE DRAIN PIPE SIZE SCHEDULE AC-UNIT SIZE PIPE SIZE 5 TON I SHALLEA 1' � 15 tcJ3 1 6.5 TONS TO 30 TONS 1-1/4' ,�- 7 PLUMBING VENT. FLASHING T T T - •2' NOTE PROVIDE TND TRAPS `- ROOFTOP AC UNIT � 3 NOT 0 SCALE 50 TONS G UP 2 PER IRIIT, ONE EACH SIDE j`� S.N.FNVF � -- 3/4' VENT WITH RETURN IliS 2 HOT & COLD WATER ISOMETRIC , - BEND I/�1I 3 NTS SI,'PPORT PIPING— /- 5' FROM CURB �-- PLUG (TYPICAL) NOTES \ I / 16'x16', TLB. SHEET 1. PRD/STRAINER - NILKINS N0. 500 YSBR. SET 1' PRV AT 68 PSI \\ L LEAD HOT MOPPED AND 2' AT 63 PSI ONTO ROOF 2. RELIEF VALVE - CASH-ACME, WATTS, ASME RATED _ _ EXTEND TO OVER SPLASH 3. ANCHOR ENTIRE ASSEMBLY TO WALL / �� PLATE - s' MAX JOB No. ,LO ( OPS '�UI'N �► 4. SLEEVE PIPING THRU FLOOR TRAP SEAL TO BE */ ' a� fru H--�-� �sF Cr r�lc�-y '4 �� -'' 2 X TOTAL STATIC / _ (�(�'I I�l�>� j JN PRESSURE % � n G "low ID GYb FSUI-1 Tc7To•I. _f0ONNrcriT = IG4L M _ 21 — 3' PRESSURE GAUGE— ROOF Date -raTA!. Fad - - \\\�� -C,?��TDp AG UN1 T - - �`� N�n IZ 0 TO 250 PSI Rev : Ctlt,0 I.G�- 1 I� 1 F� AcG- 1 �TANV/�•I<D 7—� 1�2�,',' V�,L - SET RELIAT 100EF VPSI —� 0 4 ,10,Gam' E3r►�N ,G�17 P1T11 ) t?eL1 JC Y per:s U�- ,I (F4 &2p-it/hLL F�,1LL VAI VF .��--— --- — � ,� r -- —_ — �r t�1,11�r•�c X6-1 13+�j,UrJL' 6TUH (,ore,-z GONv�,,T1uN n��N I a UNION CONDENSATE TRAP cJ ., TS"'I -_GATE VALVE 24,1 gT U I/z QOO (31T U I j /2 PRESSURE — NOT Ttl SCALE ` Sb 1 „ �Q, 11 1• {TYPICAL) 3 �� g�Tor AG UN1r VALVEHEDUCIN I 1 T IF 2. PLUMBING ' 2' DETAILS & 1L �� f��'T Cjp M'AU-I Il. WAT1� pe a r1E I�' I,�" �&O,� BT51-1 �I 1",op� BTUH 11- DRAIN qtf:�TO FLOOR �METER LATW125RPSI� SCHEDULES `Lf �— zu 211 1'121 ZrZ11 CONTACT' ROB MATTESON Sheet No. M g PRESSURE REDUCING STATION 3 DIAGRAM �P M P I P I-N G - so 669-6394 M 3 R M 3 NTS r'I rA:M 7: T r..lt�• RUF' ,�r_1 034f, fi I EI 0 ?7, PROJECT N0.� of 5 r..: .: -I-.. 'Y;: .q..•mc'++:+�Mws1��iIn+w.v.w.n... ..,,+ANIM•„'al�� gPW'Me.^nM'.stl,�•+"` r•n7as11 i1W.>". _-. .. _ _ 1 I Ii� 1111111 111 111 111 111 111 ill 111 111 III III 111 111' 111 1 11'1 111 III III III 11 III III III 11) III III III III 111 �•�+�� 1 _ • I I ' I I I� 1 I ( � ( ( I I' 1 � I -`l�l I I I 1 I 1 � 1111I1111111I1111111I1111111I1111111I1111111I111111111111111 � , i � NOTE: IF THIS MICROFILMED - 1 2 3 4 5 ♦ ti 6 7 8 110 I I I Q , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TU THE QUALITY OF THE ORIGINAL DRAwiNG° OE 62 9? LZ 9Z S2 OZ E2 22 IZ, OZ 61 BI LI 91 SI b1 EI ZI II 01 6 6 L 9 S b E z 11111 ` �111I1IIIIn1!IHnlunlnlllnnlunlnu�111111111IIN1111u11n1llull,null,Ilfu11U111HI1111111uulnnlllnlnElltllllulilNlllll�llntllullllulllHllnnllulllllllmllul►Iunlnlll��hlullullllulu111111111u1InIIIIIIIIIIIIIIWItW�ItIIIIIIIiIIllllllllllllluUIII1IIIWIIIN - f JB it' ll 19 IDE C _j Ej M TAj I 1991 . I w� 1 23 22 21 20) (19 �, SEQUENCE OF OPERATION SFE �'F'�1 f E•- EQUIP. ITEM CONTROLLED BY EF-1 __ 11000 CONTROL PANEL Y^�.✓� I EF-2- -� NO00 CONTROL. PANFL __ EF-3 D I SHW 0�� SWTT�A rs;� EF-4LL SWITCH � n - EF-5 v --TIME-CLOCK i I i WALL --- �. N \ � � FF 6CONTROL P EL (INTERL F - _ AM- ' _-�Its �"'`�--._.-«✓�� V ANT I l►�k71 c H!4q] I 00 _ ACJ -fit TtaEl�$TAT AT:3 ___T l ___ ___ __-_._.�_.-..__-.-__.-_.___-. _-__ _ INTERLOCK EFAANO EF-2 AND MAU-I FOR SIMULTANEOUS OPERATION. WIRE EF-I ��T Tv ANV EF-2 TO CONTINUE. TO RUN AND MAU-1 TO SHUT DOWN DURING HOOD FIRE AHI �p PAkI� i o 1At^JI TION PER NEPA. I� � r I�_x - I CONDI_ "_,� , I ,vi✓ V I N A I I i N III e_ '31k TIJ kA L IVI T 114 -- IN/ v A CONTRACTOR TO PERFORM SYSTEM BALANCING IN THE PRESENCE OF A OWNERS r` � - — I°1 - ,•- REPRESENTATIVE AND SUBMIT COPIES OF REPORT TO ARf,HiTECT. NOTIFY OWNER 10 DAYS PRIOR TO BALANCING. - L I�� ) 0 0 G _-� \ P , Iz>1j --- — .,\ -- - '� '�-1(�-I \ IIS 18x 12- 0(� 555 > In M LLJ cu 01 \ - FZGENERAL Lox GEN ERA LN TESuz ? QLL rL If _ 113 1. PROVIDE AUTOMATIC SHUTOFF FOR ALL AC UNITS EXCEEQIING --ow` I �� 2000 CFM. Q C) � '� -) �� - •Ivx 1pEF.. 13x l2 GD 3 2. COORDINATC EXACT LOCATION OF CEII ING DIFFUSERS AND QLAM > Q 5 Ilor�I 550 GRILLES WITH LIGHTING LAYOUT AND CEILING GRID PRIOR. TO •\ �-- -�_i. x GI•.(� Z i 14x + --.� _Q c�fV CZG•bF INSTALLATION. 3. ALL JOINTS IN DUCTWORK SHOULD BE SEALED PER CODE. 1 + > D 5 1 T ,�� 11 � � 4. PROVIDE ELECTRICAL OUTLET FOR ALL AC UNITS ON ROOF, - ►V P-av F _- 10xio-2 4P.4PER CODE. G 5, MAINTAIN MIN. TO'. 0" SEPARATION (OSA & + \ EXHAUST OPENINGS) COORDINATE PRIOR IZtot YG TO INSTALLATION. � p �n Ao TY I�C/hi. �. 1 ofm TE \ — — — _ — — �. __ .._ _-. _ _, ._ _ _ . a_ _ 10 r-I 1c x X -e- -•� �`x X x )c A *wa- a \ 0 , NOTES THIS SHEET z E_inlE \ -� - (oxlo- � -I v r \ -4xIZ ----- -�&A 12 --------.----------- -- � I -� p�I � 01 SUPPLY AND RETURN AIR DUCT DROPS THROUGH ROOF TO BE SAME c L1C.7N T ' 1 r I i Ipl� \ SIZE AS UNIT CONNECTIONS. « INSTALL AC UNIT MOUNTING CURB IN ACCORDANCE WITH MANUFAC- \ ` \ �� // �' .ice•- V TURER'S RECOMMENDATIONS AND DETAIL 4i1-1,5 Q 3 VD INSTALL MAKE-UP AIR UNIT ON ROOF IN ACCORDANCE WITH O MANUFACTURER'S RECOMMENDATIONS. FURNISH AND INSTALL ROOF rn / xl .,/ 1 ' 12nIG MOUNTING CURB AND FLASHING. . o I� W/vt7 ? / VI -- f j' �► I 1 ;2,4 j G -')5 ® ROUTE MAKE-UP AIR DUCT DO'NN THRU ROOF V \ N� I �. SAME SIZE AS UNIT CONNECTIUIJ SIZE. 104 / I I �'I ��ry�r-�G�F © NOT USED > M5 - 12 -Tyr-f5fill ® ROUTE 30DQ4 MAKE-UP AIR SUPPLY DUCT UP THROUGH ROOF. COORDINATE INSTALLATION AND FLASHING WITH OWNER AND ti r 'STRUCTURAL CONDITIONS PRIOR TO ROUGH-IN. y /7, V J (NOT USED) w Q&iT I IV QtKr� 11 J L L-T"r09-2 ) ROUTE 16x16 EXHAUST DUCT UP THROUGH ROOF AND TRANSITION d \ / " FOR CONNECTION' TO CURB MOUNTED EXHAUST FAN (EF-1) MCA ,� / FLASH WATER-TIGHT. k a G 101 - ✓ V 111 - � '� �� c lo� 41,1 �_-Ii 1 �� 1 — �.'.9 y COORDINATE EXHAUST AND HAKE-UP AIR HOOD CONNECTIONS WITH STRUCTURAL YJ� ,I+ / CONDITIONS AND HOOD EQUIPMENT SUPPLIER OR (GAYLORD INDUSTRIES). J •]\/ / \ / 60,, ROUTE 16x15 EXHAUST DUCT UP THROUGH ROOF AND TRANSITION FOR CONNECTION CU!ld , \ MOUNTED ROOF E%AA ST FAN (EF-2). ROUTE 10"X10" EXHAUST DUCT UP THROUGH ROOF FOR CONNECTION TO CURB MOUNTED EXHAUST FAN (EF-5 AND EF-4`. \\� u Z Gam- Ilona �'' I \\� \ ROUTE 8"o TYPE "8" FLUE UP THROUGH ROOF TO AGA APPROVED LTYP VENT CAP IN ACCORDANCE WITH LOCAL BUILDING CODE. S R� CONNECT TO CONVECTION OVEN EXHAUST HOOD A R` MEN ED. TAP IN ACCORDANCE WITH EQUIPMENT SUPPLIER'S RECOMMENDATIONS. / I4) SLEEVE 6"0 EXHAUST DUCT THROUGH EXTERIOR WALL AND CONNECT 31 no-, _ TO PACE MODEL WC-100 WALL_ CAP. I ON ry� 1( INSTALL TWO 2OX16 COMBUSTION AIR LOUVERS. ONE AT +12" ABOVE FINISHED FLOOR AND THE OTHER AT -12" BELOW CEILING. CARNES MODEL L-41F WITH BIRD SCREEN. Q-§) CONNECT 8"0 TYPE "B" FLUE TO WWF 1 _..- CONNECT 1402 EXHAUST DUCT TO DISHWASHER HOOD AS REQUIRED. .JOB No. SEE NOTE 9. v ALL EXHAUST DUCTWORK ASSOCIATED WITH DISHWASHER SHALL BE Date STAINLESS STEEL. -- / - 1 �+ ROUTE 14X12 STAINLESS STEEL EXHAUST DUCT UP THROUGH ROOF Rev / FOR CONNECTIONO CURB MOUNTED EXHAUST FAN (EF-33 1 2 ) 3 ) ( 4 , 5 'T — ��/ E R2" LINERIN RD OVER FL.EX.ON EXPOSED DU TVVb KTP PIROM ON ROOF • �� FLOOR 1 FLOOR PLA N — HVAC �% PL AN — ' M 4 1/4'ot— 1' 0 HVAC P r r Sheet No. , CONTACT: ROE) MATIESON M - (SOM 669-6394 M 4 P-ERI"I T T NO. H(.)P q(')--0346 9 OF 2., PROJECT NO . ' of NOW Maui I �Illuw � � - IIIIt" 111111! 1111111 III dill 1111111 Ill 111 III Ili IIT 111 `II ( 111 111 III ill 111 11 . 111 III ll•l III 111 111 1;1 III III III III III 111 111 111 III 111 111 111 Ill III 111 111 111 ..�.,, ..,,, _ ,. ._ " , _.. ,� NOTE: IF THIS MICROFILMED - I 2 3 �4 5 • 6 _ 7 9 9 Id 11 12 DRAWING IS LESS CLEAR THAN WAk-- b A THIS NOT 1Ck, I7 IS DUE TO THE QUALITY OF INE ORIGINAL DRAWING. QE 62 82 LZ 92 SZ 1111`2 EZ ZIIZ IZ OZ 61 81 LI 91 S! bl EI ZI II 01 6 e L 9 SI �r b E Z 131NLDN �''"�� 111IIIl11IH111HI11111J111111111111111111r1111111111{tN111111111111uNIl1nhl11tIN1111111�111111111{IIIJIIInII'tlSluFlllllllllll�tlllll1111nnIniIIHIIIHI111IHfl►IIIIUIIuuIIn1�u11111111nu1111111w�11>��IIIIIIIIIIIIIuIIIIIuIIlnilwllwlnuluuVlu!!)11111111nulnnllwlnr - M' D �ICE, MBE1 19 19917 , r "7171- a -- " r n f t EQUIPMENT SCHEDULE ,. �t A� b►�lci�"s• h� Iy �xA�T Ihl�"v e �' f,A �IIJL9 I NIS. 1sNL1.CX�.1�GQ SYMBOL �© A. DESCRIPTION ELECTRICALf ANS �onF Gvt-P"I"6. --- " --AC UNIT 3" MINIMUM OPENING. AC-1 ROOFTOP AIR CONDITIONING UNIT: 3000 CFM AT 0.50" E.S.P. ; 94.4. MBH 208-23OV, 30. • TOTAL COOLING, 61.0 MBH SENSIBLE COOLING Al 85-F DB OUTDOOR MCA: 44 COORDINATE EXACT DETAIL TEMPERATURE. 78'F DB/76'F ENTERING AIR TEMPERATURE; GAS HEATING 150 1-1/2 HP FAN MOTOR. WITH AC--UNIT MANUFACTURER FAN BOLTED TO ANGLE MBH INPUT, 120 MBH OUTPUT. IRON • EACH . (MIN- TRANE MODEL NO. YCD090A3-H WITH CURB AND ECONOMIZER 1,200 LBS. TOTAL IMUM 2 EACH SIDE). - GASKET -- — MIN UNIT WEIGHT. �--_- —2 X 10 OR INSULATION i-1 1 2'X1 1 2"Xd" ANGLE PRE--FAB CURB BY IR TOCP, BOTTOM,AND AC-2 ROOFTOP AIR CONDITIONING UNIT: 2000 CFM AT 0.50" E.S.P. • 65.2 MBH 208-230V 3a_ AC UNIT MANUFACTURER CORNERS. ALL WELDED TOTAL COOLING, 42.1 MBH SENSIBLE COOLING AT 85'F DB OUTDOOR MCA: 32 0 CONSTRUCTION. SEE DETAIL A TEMPERATURE, 78-F OB/67'F' WB ENTERING AIR TEMPERATURE; GAS HEATING 135 3/4 HP FAN MOTOR. 16 --FLASHING - 20 GAUGE RAIN /'�- MBH INPUT, 102 MBH OUTPUT. JL TRANE MODEL YCO06OA3-H WITH ROOF CURB AND ECONOMIZER CYCLE. N - -ROOFING 1,000 LBS. TOTAL UNIT WEIGHT. � -CANT STRIP N 2" BIRD i AC-3 SAME AS AC-1. UGE FABRICATED CURB. EF-1 KITCHEN HOOD EXHAUST FAN: 3320 CFH AT 1.75" E.S.P. ; CENTRIFUGAL 208V, 30.-LEVELING STRIP UOS WELDED CONSTRUCTION. GALVANIZED STEEL EXHAUST "HOOD" UPBLAST ROOF EXHAUSTER WITH ALUMINUM CONSTRUCTION. ? HP MOTOR WITH DISCONNECT AND GREASE Cl� DUCT WITH CONTINCtUS GREASE- GREENHECK MODEL CUBE-HP-21-20. CONTAINER. Q TIGHT WIELD. DUCT SIZE AS C \\f-ROOF DECK CANT STRIP. NOTED ON PLANS. EF-2 (SAME AS EF-I). 3080 CFM AT 1.15" E.S.P. (SAME AS EF•1) . C FIRE RATED CHASE BY "MOOD" • � DETAIL 'A' GENERAL CONTRACTOR. _ � ROOF DECK----- CEILING --- AIR SPACE. EF-3 DISHWASHER HOOD EXHAUST FAN: 900 CFM AT .635" E.S.P. ; CENTRIFUGAL. 120V, 10. "DISH UPRLAST ROOF EXHAUSTER WITH ALUMINUM CONSTRUCTION. 1/3 HP MOTOR WITH DISCONNECT. HOOD" GREENHECK MODEL CUBE-10-3. U 4 AC_ _=_ UNIT CURB DETAIL --- .� CONNECT DUCT TO HOOD. EF-4 KITCHEN HCOD EXHAUST FAN: 500 CFM AT � , AS REQUIRED. PERFORATED STAINLESS STEEL .6�5" E.S.P. ; CENTRIFUGAL. AND/OR 120V 1�. Q M 5 NOT TO SCALE _ S.11. AC-UCO ESCUTCHEON PLATE AROUND "BAKERY EPDXY COATING. ROOF EXHAUSTER WITH ALUMINUM CONSTRUCTION. 1/4 HP MOTOR WITH DISCONNECT. � DUCT. TYPE 316 STAINLESS. HOOD" GREENHECK MODEL GB-9-4. C* �1._A EXHAUSTER DETAIL EF-5 ROOF MOUNTED EXHAUST FAN: 500 CFM AT .50" E.S.P. (SAME AS EF 4; . 10V, 10. • � "REST 1//4 HP MOTOR WITH DISCONNECT. rj NOT TO SCALE D252 ROOM" EF-6 1 � DUCT 1 i (� , SIDEWALL EXHAUST FAN W 100 CFM AT .15" E.S.P. ; 120V, 1�. � ) D U C T L E G E N D PACE MODEL OD-IOOR. O `./• L.i.. MAU-1 ROOFTOP MAKE-UP AIR UNIT: 6505 CFM AT .50" E.S.P. GC)V1N Y LDXI 208V, 30. 5 HP FLA - 21 WITH Q L�sJ O DISCHARGE. HEATING CAPACITY: 500 MBH INPUT AND 380 MBH OUTPUT. REZNOR DISCONNECT AND CONTROL PANEL. SUPPLY AIR RETURN AIR EXHAUST AIR OUTSIDE AIR MODEL NO. RDF-1-65 WITH AK-5 (208/30) ; HAL-10 (5 HP MOTOR) ; BL-2 (500 MBH BURNER); EH-RDF-65 (EVAP. COOLER MOD) . (750 LBS. UNIT WEIGHT) , U u • u- {.i — NECK SIZE AND ,.---- f DIRECTIONSN`CK SIZE L OF' / =`U Q F L 6X6L, CO THROW8X- CAG < > i 0 1 200 TYPETYPE N4TE: PROVIDE ROOF LEVELI CFM CFM AS RE011IRED. _ ----- — SUPPLY DIFFUSER RETURN/EXHAUST GRILLE BIRDSCRE DIFFUSER, REGISTER AND GRILLE . SCHEDULE T� �- EQUIPMENT N0. _i� UNIT CONTROLLED SYMBOL TYPE FACE FRAME STYLE DAMPER FINISH MODEL NO. REMARKS � r 20�--- r_APAr,1 TY � COUNTEi�LASNIN AC- (1) 2X6 CURB - - - - - - - CD-1 CEILING DIFFUSER PERFORATED SURFACE MOUNT NONE WHITE II KRUEGERC1 100 REMOVABLE ( WITH FRAME 22 FACE FOR 11 EQUIPMENT SYMBOL- ROOM CLEANING. THERMOSTAT FLASHING- - tc � ROOFI CD-2 CEILING DIFFUSER PERFORATED T-BAR NONE WHITE KRUEGER NO. REMOVABLE ��OWI1H FACE FOR !r �---RECIANGULA,4 UOf1OLt Fl1FiM ° DUCT FRAME NO. 23. CLEANING. VOLL)w._ — TURNING VA S °AMF'EA _ AIN ;l'UOP --- { CD-3 CEILING DIFFUSER EGGCRTAE SURFACE MOUNT NONE WHITE KRUEGER NO.E -REMOVABLE O Roves IN IN 5FF WITH FACE FOR Z FRAME NO. 22 CLEANING. y TAN WAIN FIECTANGULAR ELBOW Tm li H UNO L'ilANCH -- -_—— _ ��- - CRG-1 CEILING RETURN PERFORATED T-BAR NONE WHITE KRUEGER EGCSF REMOVABLE ROOF DECK GRILLE WITH FRAME FACE FOR v Hol owl )AX -Nrax s)i, .;� 23. CLEANING. 0 13 IT HAz � / -FKr11FJ1, to.clj CONICAL TCF .. - a vLA UHl - 1M)NO CANT STRIPY KRUEGER IIAW0 tVIANCH CRG-2 CEILING RETURN PERFORATED SURFACE MOUNT NONE WHITE y' riiiaRSQUARE NECK DiU USEN FF I � GRILLE FRAMcSFF RN MAIN_OUCT— WITH ROUNO BRANCH DUCT SIZE TO FIT FAN. TRANSTIONS V I�-�� — BY NEC HANICAL CONTRACTOR, BACKDRAFT DAI*'EA CEG-1 CEILING EXHAUST PERFORATED SURFACE MOUNT NONE WHITE KRUEGER D " I GRILLE Flo C-1190 "2 FRAME - 22 >' Z I' 1hAt�IT10N � �'� �OOF ( 2 , E FAN D S( _1 SUPPLY GRILLE LOUVER ATTACH TO DUCT NONE PRIME COAT KRUEGER N0. Y HORIZONTAL COLLAR SSG-15 TLNWIN FYAW, �� NOT TO SCALE BARS STRAIGHTENING v TUgN1NG YANf'> (I IIDlll11 f. r(NiHrO - e.u. IIIHNIN1i VANF'i I .7 7r __ _-. — . MM RICAL HYF: NUN SYMMETRICAL HYF GRID. U -"c -1 5 r "CS D SYMMETRICAL OR NUN HECTANCULAI MAIN Z r WYE FIADIUS TURNI i WITH-RECTANGULAR BRANCH I l c ' '10'MAXy, a TRANSI T I ON _. ACCOUSTICALLY LWEr CYICT COUNTER FLASHING BY SHEET METAL / r ` CONTRACTOR. SOLDFR WATERTIGHT TO DUCT. -- - -- '1' / - � - �� • AIR SYSTEM BALANCE CHART ITEM Bf_SCRIPTION EXHAUST AIR SUPPLY AIR ROOFING AND FLASHING BY�_ GENERAL CONTRACTOR. AC-1 ROOFTOP AC UNIT 20% OSA = 600 CFM MIN. "DINING" 3000 CFM �— �T Y p JOB Na AC-2 ROOFTOP AC UNIT 30% OSA = 600 CFM -- i` - -- -- ---Y - r- ` �, 12 "KITCHEN" 2000-CFh� -- — G IL.Le Ac-IIJ-r TD ^T S Date � C P � yt�LELTIp.V /�s e�1 AC-3 ROOFTOP A� UNIT 20% OSA = 600 CFM CURB AND CANT STRIP Rev LiPYt;r 4-wFIT' 13Y \^ -1,,7L Lkh rLl�>rAf��1: "DINING" 3000 CFM BY GENERAL CONTRACTOR. 10" STrYAlANTIS,NI1\1A MAU-1 MAKE-UP AIR UNIT 6505 CFM ____�cirvtltV I � /; _�LL-A� [F-1 HOOD EXHAUST FAN 3320 CFM l — I coxcy SHr Me-rch-.L - EF-2 HOOD EXHAUST FAN 3080 CFM 4L-of- a Yl�.v� EF-3 DISH. HOOD EXHAUST 900 CFM f� \V�AC FAN T- BA.6W- G f-I L Iv� DETAILS & EF-4 BAKERY TO H000 500 ;;FM i SCHEDULES ------T___ DUCT PENETRATION i EF 5 RESTROOM FAN 50O CFM -� - - - -- TOTAL MAKE.�UP AIR 8305 CFM M � NOT TO SCALE S.N. DUCTPEN� CONTACT: HOB MATTE90N Sheet No --- - - �- - -- - - TOIAL EXHAUST AIR 8300 CFhi (503) 6159--6394 THE BUILDING IS POSITIVE BY +5 CFM 5 SECTION VIE'W NO. BLIP 9()--(.) ?A6M 5 L,.- -- � M � IF• � I1�11 PROJECT NO . : --'- =Wb of _ ' I t �II III III 111 IIT II ' I �•I I � I I I I I I I I I I 'I I I �I` � I � ( I � � I I�I L I I ( I I ( I I I � I � I IIIIIILI�IIIIIIIIIIIIIIIIIIIIilllflllllllllllllllllll111111! � , •y NOTE: IF THIS MICROFILMED ' 2 — 3 41 - 5 „ 6 7 1 8 9 LIG I i _112 DRAWING 1S LESS CLE„1i THAN THIS NOTICE, IT IS DUE TO THE QUA, ITr OF THE ORIGINAL ' CRAWING. — OE 62 92 12 92 S2 U2 cz ZZ 12 OZ 61 I31 LI 91 S 1 b I E I 21 11 01 6 9 L 9 S b E Z 1 ■”" �' iItIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�Iilllllllllllllllll�Itlilllll�lllllltltltlllll111I11Illrlll�llll�lllllllLl)Illt�ll11I1111�111111111�1111111II�IIII�IIIII1111�1!Il�llll�lllllllil�lllllllil�lIIIIIIIIIIIIIIIIII)Illlll)II�IIII�IIIIIIIII�IIIIIIIIIIIIII()1►11lu11�)Ill�1�1)II�IIL1)11)►�)1111 � Ej M Ta jtl� -1!. t 9 1991 a P t_ A N T M A T E R I a L L E G E .N v �; (� f �� ►� M6.PI-r; ire ��. a 2' o�• w u : o -- --_ _ _ ___ �b �E 7 �'P •--� w V A Symbol Common Name Botanical Name 'l.ize Cond. Remarks 74� -7 �� w LJM Laceleaf Japanese Maple Acer palmatum 'Disser_tum Viridis' 4' B&B specimen ---- LP Lodgepole Pine Pinus contorta latifolia 6'-8' B&B Heavy & Full v, ~ J • j,r,, � g,, - BDR Blue Diamond Rhododendron Rhododendron 'Blue Diamond' 15"-18" W = a �N 1. F1E511 BF Blue Fescue Festuca ovina 'Glauca' 1 gal . M Cf'b Clirnson Pygmy Barbe: ryBerberis thunbergii 'Crimson Pygmy' 2 gal. _ — ____ ____L�____-__ —_ _ _ U ° ?� OREGON � w � G �ti DV David Viburnum Viburnum davidii 3 gal. r, HA Hinodegi.ri Azalea Rhododendron 'Hinodegiri' 2. gal. I I j HB Heavenly Bamboo Nandina domestica 'Compacta' 5 gal. i - L.WR Loder's White Rhododendron Rhododendron 'Lodei 's White' 30"-36" W — fi se a !" NS Nest Spruce Picea abies 'Nldiformis' 15"-18" i �— — ) f% x a ° OG Oregon Grape Mahonia aquifolium 5 gal. «v N JA Japanese Andromeda Pieris japonica 'Mountain Fire' 24"-30" �.� E / O t PA Pyramidal Arborvitae Thuja occidentalis 'Pyramidalis' 4' -5' B&B I ��_ �o PGA Pink Gumpo Azalea Rhododendron 'Pink Gumpol 2 gal. �, i �-P - a� U a N PHB Pygmy Heavenly Bamboo Nandina domestica 'Pygmaea' 1 gal. � M� < N 1 ~• Ca PSR Purple Splendour Rhododendron Rhododendron 'Purple Splendour' 30"-36" _ ! z SBV Spring Bouquet Viburnum Viburnum tinus 'Spring Bouquet' S gal. � � •` � Q SPH Springwood Pink Heather Erica ca'�nea 'Springwood Pink' 2 gal. _ SWH Springwood White Heather Erica carnea 'Springwood White' 2 gal. BS Barren Strawberry Waldest:inia fragario:.des 2#" pot 6" o.c. O Sod , \ \ Ihll� O �� Pb�a O C Basalt Boulders - See Detail #1U - ------- '- Rock Retaining Wall - See Detail #2 I �\ L A N D S C A P E N O T E S • 1. Verify placement of boulders with Owner. �'• �� U 2. Verify layout of rock retaining wall with Owner prior to work. 3. Submit sample of rock to be used for retaining wall to Owner for approval prior to construction. 4. Mock up section of rock retaining wall for approval by Owner. 5. Relocated Red Maple shall. carry same warranty as new plant materials. C - _ Q .r ? TO i I U ZLU LT Q T f•5 J�/PlMp dA-1`1�} t� i D,,. 1, Q • S� ornz� sr*r•�r°b,v K/' xi.le >oa'Ie� --- - `n Q Cn Cn wirt ollwwf brlrPAV1 k& � mlltrE® Aomwc b✓ :Woo" aa�cb. �.'✓ -7 3F:-c.I i7V OG, /r t1" cf9 1qN1Ar��wc Feg-, I MIR Ir or i m —__ • ki BOULDER DETAIL 2 Rock Retaining Wail o Z no scale no scale (i) X �;o kH�-d PZ- I. M Iv Pkv IpIM Lc y •\ • ' / I I rf� �► Imo' ni w �� F41 �'f0u't' \A/� RST, � 7 _. 114A OPP Ptov � _. .1b Pto}.ri'1NMal�r� 4� _ Y -�'`--°j� � --- --2 FU(G�►-1 - � _-- _ — �� Geo p � U 'gym' w -- - TIMI oF- �ND�k LINK o 52 . ¢ 36 L • - MM PO � ^ MW p, _ - • F• - pp,n et+i�+� elk R�ol�s 1a' tr svOWI;Y Iq SHRUBtGROMDOOVER PLANTING CONIFER TREE PLANTING. ecslA. no scale - _-— _ N � 2 I SW BULL ---"77N. JOB No. 0.1-0 RD. LANC)5GAFE FLAN �,E�p R�' Date �G s 1 T 5 Rev.. 'KING CITY PL AZA' SW E)URI-LA1`I RD _ r N �- �< Y ( GIN 1 7 I MAP Sheet No. NO. ��._�r�' t��,--.�-,:,�;/+b No scal.E L 1 y'1 or, 2 of .._ +e+..�e^p.,er.anC..ew.*•^siwss.a�w,,.. • ..,,..a.+e.tn..n,yr. ..-. ......,.,,. w wwY y ;.a , , • ,. � • ..._ w...., _ •- .�- •. - � ,. _ r•r..r.._....:.., �.r•..,. :. ,-.. .—...w.... .rw.--.+rv. -.... ,._,... , _. ,: ..k.w. ...-...-...a........�....,.-.-,.:wr.•w.+.«..w-..>»..:......._.._._-...�. ......._._...._.__.._-,._�..�...-�.... �I11�'IIIIjIIIIIIIIII�IsIIj�IIIIlIj111{11111111cII1111111111111�IIl1�IIl'IIII��IIIIIy1111111) II11111�1111jI�1111111111iIIIIIIIIIIIIIIIIIIIII1I�II��III�IIIIII11111Ir11l11111111111111►1�IIIIII r • I 2 3 4 5 6 7 18 9 10 II 12 NOTE: I F THIS MICROFILMED ----��•' ;-•--�� • - "' - •' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO - THE QUALITY OF THE ORIGINAL DRAWING. ___,.._.._ __� _- __ OE 62 a? 12 92 SZ e2 C2 22 IZ 0Z 61 91 L1 91 SI bl EI 21 11 01 6 9 L 9 S >, E 2 I "•"' 011I1II111lIIIliIdiIi1111111111111111111111111111If UIIIIli IIII1Ili 11111111111t1111111IIfill fill 1111111111un11w111WnulullIII111 11v111111111111llwjn11 D -JE24CEMBEilt 19 1991 Now '•.�.y,f. 4,_. ...._-�_ .—._11�_...�.-__�_ ......��. ... -.SEW. - • ' 10" x 27" EXHAUST CONNECTION 10" x 25" EXHAUST CONNECTION DAMPER SPRING COVERS 3320 CFM 0 1--- 5" S.P. --------_ ---_ 3080 CFM ® 1 .6 5" S.P. 23'-4" OVERALL LENGTH ( VERIFY ) .--._. -- ---- --- - __— --.__ WALL ® REAR ___ — -------_—------- ----- -- z 00 _23 -0 4 AIR SPACE ANSUL R-102 CYLINDER ENCLOSURE EXTRACTOR -- � r FILLER 11 -6 CHEMICAL SUPPLY 60 „I / 8 - \ LINE CONNECTION —__---9 - --9 \� PLENUM 250 CFM/FT 380 CFM/FT TERMINAL 250 CFM/FT � � PULLEY N REAR BAFFLE — -F��-�'II` -& NOZZLES 4 A , I DETECTOR? ,/ B Q / ELBOWS DETECTION CABLE �' _— _ - \ --- _--- -�--_ - - --- 2 1 /2" CONDUIT BY \ / REAR BAFFLE I ANSUL INSTALLER _ _ — - SECTION B -- 1 - ------------ .. _ ----__ _- -- - ----------- -- --=�� - - _ _ __ _ ___— -...... _ _ _ - —_— _ _________ _ .. . -r-r SCALE 3/4" ANSUL R-102 CYLINDER c BROILER �............: ...... . ....: :DUCT - ---; _— — - AND RELEASE ENCLOSURE � Q NOZZLES (2) allies ::::::::::::: :... :NOZZLES �2 I ca --------------- ------------------------- DETECTION N `� 70% T SLAT GRIDDLE FRYER , BROILER : i FRYER GRIDDLE HOT PLATE J i IRE PROTECTION C A l— C U � A TI O N CABLE CON D'I T �� r --- -- —= > T� CONNECTION / :....... .. .Pt O HAZARD SIZE QYY NOZZLES FLOW NO. .............. .............K......... . ..... ... .. ............._.......................................... .....:....... .......... fA . ... ........... ......... .. . .......... . . ..... .. .... ................. ..... ... _......... ....... ... ........ ............. .................... ............................... ........ :. EXHAUST DUCT 14 IN 1 1 2 APPLIANCE " _ — — NOZZLES (6) 46 ( •TYPICAL ) y - --- - - - EXHAUST DUCT 70 IN 1 1 2 CHEMICAL SUPPLY --,,------- UPPLY LINE CONNECTION rr " 26 1 /2" 69" 11 '-6" I 69" 4" AIR SPACE PLENUMS 11 '-5 1 /4 LG 2 4 4 HOT PLATE 36" x 15" 1 1 1 -- ----- 13'-8- 1 /2" i 1 '-10" _-- — _ GRIDDLES 48" x 24" 2 2 2 FRYERS 24" x 18" 2 2 2 25'-6 1 /2" OVERALL LENGTH (VERIFY - HOOD ® FRONT BROILER 36" x 24" 1 2 3 HOT PLATE 36" x 27" 1 1 1 PLAN VIEW NOTE: 15 17 = DOU6LE J. BOX @ 108" A.F.F. FOP, SIX 6 100 W, U.L. LISTED WHERE EXPOSED TO VIEW, FIRE EXTINGUISHING SYSTEM DETECTION — _ TANK SYSTEM JOSHUA IV SERIES - MODEL 100 F 120 V, 1 PH SUPPLY TO VAPOR PROOF, INCANDESCENT CABLE CONDUIT, REMOTE PULL CABLE CONDUIT, CHEMICAL SUPPLY AND VENTILATOR - WALL TYPE CANOPY HOOD LiGHTS FROM SWITCH LIGHT FIXTURES, FACTORY WIRED BRANCH PIPING, APPLIANCE DROPS, FITTINGS AND NOZZLES SHALL SCALE �/4"= V-70" BY E.C, - . 6 K'W BE CHROME PLATED OR CHROME SLEEVED. IMPORTANT #22 GA„ GALVANIZED STEEL MECHANICAL, ELECTRICAL, AND DIMENSIONAL --- OVER 1 MINERAL WOOL PAD INFORMATION SHOWN ON THIS DRAWING IS WITH WOOD JOISTS SUBJECT TO CHANGE PENDING VERIFICATION 46" OVERALL WIDTH OF EQUIPMENT AND FIELD CONDITIONS. DUCT WORK , BY MECHANICAL CONTRACTOR��. 1 /?_ f.)!A HANGER RODS G�TECTOR CABAL IN CONDUIT — �� 3" 16" BY-FFISTALLER TO FINAL CO INECTION ON HOOD ANSUL R-102 DUCT AND ' __ U.L. AND N.S.F. LISTED 100 W II / CHEMICAL SUPPLY LINE TO ----- -T - INCANDESCENT, VAPOR PROOF — II' ,� FINAL CONNECTION ON HOOD y PLENUM PROTECTION � / LIGHT FIXTURES I ° / CABLE _Ib CONDUIT TO REMOTE PULL STATION X12 GA S/ST'L FIRE DAMPER CO ANSUL AUTOMAN AND TANK __ 2 0- 22-9 REVISED AS PER REQUEST S. WITH FUSIBLE LINK RELEASE ° — Q I - N o a 1n -' 18 _GA ST ST'L 1 9--11 -90 REVISED AS PER RETURNED PRINT Jsg c-T - \� O z U t- v HOOD TOP AND FN RONT I I I - -.� I EEi,. ANGLES -_�� O O O ch Z I I TWO 2 WIRES FROM RESET RELAY — FASTEN TO WALL .� o L _ � �. l— TO AUTOMAN RELEASE BY E.C. REV. DATE REMARKS IBY �_. CD �— - _-_�_ __ - 14- X L___ __ I �'� �y GREITZER INC . - � _— - w w _-..J I REMOVABLE ST/ST L -- T: X16 GA ST ST L I c.. of rIGARD EXTRACTOR INSERTS �" T CO - \ _ I L TWO 2 WIRE] TO 120 VOL�pPrwed..................... .... I ' 101 RIVERDALE ROAD RIVERDALE NJ 07457 _ _ = O HOOD ENDS CHEMICAL SUPPLY LINE TO _-J I SOURCE BY E.C. Condition^AyAprrob(^I1 . � _ cn — - ____-_j For only tI �',^..f bre a,,. TEL. 201 -839'- 82.00 FAX. 201 -839-0264 / O - a. FINAL CONNECTION ON HOOD / 1 112" O LL �- Seelottu - PROJECT #16 GA S T/S T'L �� U Q Iwo' oz vi , �. S H A R I ' S EXTRACTOR HOUSING Q LL_ � Li I Job Address: - . 5�' _ QE O z ,� a RESET RELAY —� CHROME HANDLE By:�; _- __ - ., I O iv u� _ — _ CUSTOMER PITCHED GREASE- TROUGH / I _ JBcF INC� USTRIES 1 /6 SIZE O Q, rT, TWO 2 WIRE_`. TO GAS SHUT- _ WITF i iEM'JVABLE GREASE CUPS ST/ST'L PAN m DRAWING APPROVAL AND/OR ELECTRICAL CONTACTOR BY E.C. DRAWING APPROVED BY: --- --- DATE: _ tQ3n{,►,r��l �1':;I`r'a F`F`' !Rj'1'i h.AL OFFICE ANSUL R-102 JOSHUA I V V E N I . 1 " x 1 /8" ST ST'L —� APPLIANCE PROTECTION GREITZER , INC. MUST RECEIVE EQUIPMENT PURCHASERS FINAL AT"'r F'+'?'ai.a . . . . . . . . . . . . . . . . . . . [1 APPROVAL OF THIS DRAWING BEFORE FABRICATION CAN BEGIN. PLAN D I A G R �, M GO', ',-)':"1 NALLY PPPi'0VED . . . . . . FLAT BAR BRACKET SECTION A �— �I APPROVAL OF THIS DRAWING CERTIFIES THAT THE EQUIPMENT •,', C " rI.AN' IS NOT XN APPROVAL bF DRAWN BY DATE JOB N0. DWG. SCALE - --- -- 3/4"= 1 "--0" PURCHASER HAS REVIEWED ALL THE INFORMATION CONTAINFI> ANSUI- R--102 on' f�bt7S!3HT3. J. "LA R WITHIN THIS DRAWING AND AGREES `f0 ITS CONTENTS FIRE PROTECTION SYSTEMCONSULTANT SCALE A- . _�LETTER . . D PE:PM T j NO. 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