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Plans I'Y) e c.a....") 8- 00 s- REY 1S1ON Page Submittal Stamp • Triplett OFHCE COPY Wellman ,Ay of Tigard `,,proved Plans RECEIVED CONTRACTORS � Date - 7� MAR 2 6 2019 General Contractor Stamp: CITY OF TIGARD Project Name Triplett BUILDING DIVISION Templeton Elementary School Wellman O REVIEWED 0 REJECTED O MAKE CORRECTIONS 0 NOT REVIEWED BY May Nguyen DATE 3/13/2019 SUBMITTAL# 114000-007 SPEC 114000 This review is only for general conformance of the project and general compliance. Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications. Contractor is responsible for all dimensions and fabrication to be confirmed and correlated at the job site Architect Stamp: Consultant Stamp: V%17Webb. ACCEPTED x ACCEPTED AS NOTED REVISE & RESUBMIT REJECTED FABRICATOR IS RESPONSIBLE FOR FIELD DIMENSIONS AND FOR COMPLIANCE WITH CONTRACT DOCUMENTS. DATE: 03/14/19 NAME CERTIFIED FOR TYPE MASON INDUSTRIES, Inc. JOB NAME: TEMPLETON ES ��/ Manufacturers of Vibration Control Products CUSTOMER: MASON OREGON SSBS i 350 Rabro Drive 2101 W. Crescent St., Suite D 7 Hauppauge, NY 11788 Anaheim, CA 92801 CUSTOMER P.O.: JOB NO.: 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 MASON E.O.: 32941 DWG.No.: WF-32941-01 SEISMIC SOLID REQUIRED: ( 1 ) TAG: HOOD 24 BRACING ASSEMBLY IS IT UCC-SEIS.ROD CLAMPS V 5C (1) 72'Steel Bolt REF. SEI @ 28"MAX.SPACING AS • A 307 min. per bra ing locations -. 3@/82, IN THREADED ROD SSSS-12 REF.WF-SSBS_ RODSTRUT STIFFENING 18" O © IF ROD EXCEEDS � 1 5/8"x 12ga STRUT 2. r / p 9'-6 MAX.LENGTH - ,d 3 II l� S BS 1/2 TAG UNIT: , r • - 11 Notes:screw attachment of - kitchen hood to wall is not HOOD 24 EO 470 LBS. part of seismic design. L3x3xy4,5"LG. (12)12d(3-1/4") 5 1 COMMON 1�4 NAILS CPO CLINCH AT JOIST WEB A I A _..._, Choose Option B. Verify it does not II conflict with electrical box , fan or CI mechanical ducts above. See II I clouded area on page 10 of this submittal Y Y ®F —.GZ•l Illl11L'III) ,7 A� • . confirmed this does not Q 111 interfere with their ductWOOD BLOCKING BY T R( o HE s) - MN u en/TW 03252019 gy3/8"01 i 2) Steel bolt \ ASTM A307 min. n \ (per hanging location Y2"0 Steel bolt \ 9 9 ) \ TYP. I IIE..1_.,.1, ALTERNATE BRACING \Si • \DIRECTIONS SHOWN \ AS"A",OR"B" \ Y Y \ 2x(MIN.SPECIFIC GRAVITY SSBS-12 \ G=.50) REF.WF-SSBS \ B B O O \ 0 0 \ 1 IIIIIIIIIMIIIIIIMIL 01 IMMEMINE II::i11 \ ! (2)01y ASTM A307 BOLT OR - \ ASTM A36 THREADED ROD, fl, Oq l��bZ•11111111_A111®®3® L_ L WITH 2x2x�4 WASHER L- OF BACK SIDE OF 2x A P.! L 11 ._ w w 3x3x1/4,5"LONG 11 WOOD BLOCKING TO BE DESIGNED BY STRUCTURAL ENGINEER 0 0 DWN CHKDDATE DWG.NO. WL 3/6/19 WF-32941-01 CERTIFIED FOR TYPE MASON INDUSTRIES, Inc. JOB NAME: TEMPLETON ES SSBSM. Manufacturers of Vibration Control Products CUSTOMER: MASON OREGON J J � 350 Rabro Drive 2101 W. Crescent St., Suite D IiHauppauge, D NY 11788 Anaheim, CA 92801 CUSTOMER P.O.: JOB NO.: 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 MASON E.O.: 32941 DWG.NO.: WF-32941-02 SEISMIC SOLID REQUIRED: ( 1 ) TAG: HOOD 68 BRACING ASSEMBLY TT • UCC-SEIS.ROD CLAMPS REF. MAX. (1)0Y2"Steel Bolt ©28"MSPACING ASTM A 307 min. 3/8"THREADED ROD per bracing locations MIN. SSSS-12 — REF.WF-SSBS ROD STIFFENING STRUT 0 w IF ROD EXCEEDS 18" 1 5/8"x 12ga STRUT yi 9'-6"MAX.LENGTH l \ SSBS-1/2 TAG UNIT: WEIGHTNotes:screw attachment of REF.WF-SSBS kitchen hood to wall is not HOOD 68 CH 191 LBS. part of seismic design, L3x3xy4,5"LG. (12)12d(3-1/4") 5 COMMON k 11�4 NAILS DICI CLINCH AT JOIST WEB n n I I I F. YY 0 —I '111-0-03® 1 WOOD BLOCKING(BY OTHERS) 3 2) 8"VJ Steel bolt ASTM A307 mi i n. n (per hanginglocation) Y2"O Steel bolt TYP. Iil pr(E: ALTERNATE BRACING �F • DIRECTIONS SHOWN E A AS"A",OR"B" Y Y 2x(MIN.SPECIFIC GRAVITY SSBS-12.50) REF.WF-SSBSe \1\1 ® oI1 I IMMIIIIIMIll 101 (2)0Y2'ASTM A307 BOLT OR i � II ASTM A36 THREADED ROD, 1 ^, —— WITH 2x2xYq WASHER L� \\\\\‘‘‘ _" - OF BACK ID - SIDE A L.. M ill II 11 r utmg L 3x3xY4,5"LONG .114 WOOD BLOCKING TO BE DESIGNED BY STRUCTURAL ENGINEER 0 OA DWN CHKD n DATE DWG.NO. WL 3/6/19 WF-32941-02 MASON INDUSTRIES, Inc. JOB NAME TEMPLETON ES FM Approved ••• ....... 1•••• Manufacturers of Vibration Control Products CUSTOMER MASON OREGON .G. 350 Rabro Drive 2101 W.Crescent Ave.,Suite D � """".. Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. SSBS 1-111111111:11 J 631/348-0282 714/535-2727 32941 WF-SSBS Seismic Solid FAX 631/348-0279 FAX 714/535-5738 MASON M.I. DWG.NO. Brace Strut Info@Mason-Ind.com Info@MasonAnaheim.com NO.REQ'D. TACE E 7 www.Mason-Ind.com Anchor AMMILL 4/M• 44> Solid Brace Anchor (Formed Steel) APPROVED Finish: 1/2"(13mm)Dia.Bolts 2"(51mm) All parts are Zinc Min.(1)Required per SSBS 1 1/4"(32mm) Electroplated. ------4 as illustrated. ��, \ (By OthTorque Bsl>s to 50 ftlbs(68 Nm). 17/32"(14mm) ;� 2 1/4" Hole Dia. �,J,�'� (57mm) N\ J C_,/ \ "A"Hole Dia. 1 Strut shown, � 1 7/g�� may be Steel Angle Bolted to open �) 48mm 1 11/16 drilled to suit. side or Strut Web ��� ( ) (43mm) (By Others) k /\ Ji \p3 3/4" �,3 Strut Attachment Nut withjik 4% (95mm) Stamped Teeth NVW p 1 15/16" (By Others) (49mm) tSN6 Or 1141/44.14.0 0 *Strut Attachment Nut must have stamped teeth to achieve these values. NOTE:Not to be used as a vertical hanger for Ratings are based on attachment to steel. equipment,ductwork or piping. Ratings may change depending on attachment methods to concrete. To be used as a seismic restraint only. Testing was done by FACTORY MUTUAL(FM Approvals). Preferred Installation Angle is 45° Maximum Variation is± 15° TYPE SSBS DIMENSIONS &RATINGS FM Certified Load Ratings* Size A Bolt Size Installed Angle 30°-44° Installed Angle 45°-59° (in) (mm) (in) (mm) lbs kN kg lbs kN kg SSBS-12 17/32 13 3/8 10 660 2.9 299 970 43 440 SSBS-12 17/32 13 1/2 13 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 5/8 16 660 2.9 299 970 4.3 440 SSBS-20 25/32 20 3/4 19 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 7/8 22 660 2.9 299 970 4.3 440 SSBS-25 11/32 26 1 25 660 2.9 299 970 4.3 440 QTY SIZE TAG QTY SIZE TAG Certification Form S-119 10/2013 FORM BY:R.R. DWN: WL CHKD:GR DATE: 3/6/19 DWG.No.WF-SSBS APPR BY:J.T. NI INV MASON INDUSTRIES, Inc. JOBNAMETEMPLETONES UCC iiiir"- --iiii. Manufacturers of Vibration Control Products MASON OREGON int' ,:+ 350 Rabro Drive 2101 W.Crescent Ave.,Suite D CUSTOMER V � � Hauppauge,NY 11788 Anaheim,CA 92801 CUSTOMER P.O. SEISMIC ROD 631/348-0282 714/535-2727 CLAMPS FOR FAX 631/348-0279 FAX 714/535-5738 MASON M.I.E.O.32941 Info@Mason-Ind.com STRUT r , www.Mason-Ind.com DWG.NO.X5C CHANNELS THREADED ROD TYPE UCC WITH STEEL STRUT ASSEMBLY RATINGS Maximum Strut Stiffener Maximum STRUT STIFFENER RodiCompressive Max UCC Force Minimum Size Length Spacing s.,‘,......4 in(mm) lbs(kN) in(mm) in(mm) in(mm) 3/8 425 1 5/8 x 1 5/8 x 12 Gage 96 28 W (10) (1.9) (41 x 41 x 2.5) (2438) (711) � 1275 1 5/8 x 1 5/8 x 12 Gage 96 38 u� 1/2 (5.6) (41 x 41 x 2.5) (2438) (965) (13) 1200 1 5/8 x 1 5/8 x 12 Gage 120 38 (5.3) (41 x 41 x 2.5) (3048) (965) i___ 1475 1 5/8 x 1 5/8 x 12 Gage 96 48 u 5/8 (6.5) (41 x 41 x 2.5) (2438) (1219) b. /: (16) 1325 1 5/8 x 1 5/8 x 12 Gage 120 48 (5.9) (41 x 41 x 2.5) (3048) (1219) %x,11 f% 3/4 2500 1 5/8 x 1 5/8 x 12 Gage 144 57 Ai" (19) (11.1) (41 x 41 x 2.5) (3658) (1448) I 1/2"-13UNC x 1-1/2"(38) _ LOCKING BOLT r TORQUE TO 10 ft-lbs(13.5 N-m) OM Th �—.I .u f 1-3/16" (30) APPROVED 73 FixedEquipment Anchorage .J Office of Statewide Health Planning and Development 1-5/16" �-- - 1-1/4" OPA-0349 (33) (32) Q n 'fit T January 16,2009 Anthony R.Pike (916)440-8470 Certification Form S-134 04/2014 1DWN: WL ICHKD: GR (DATE: 3/6/19 IDWG.No. X5C MASON INDUSTRIES, Inc. SEISMIC OVERTURNING CALCULATIONS Manufacturers of Vibration Control Products SEISMIC RESTRAINT: SSB(S) (SEISMIC SOLID BRACING) Mr 350 Rabro Drive 2101 W. Crescent St., Suite D Hauppauge, NY 11788 Anaheim, CA 92801 REFERENCE CODE(S): ASCE 7 (05 & 10) 631/348-0282 714/535-2727 illii FAX 631/348-0279 FAX 714/535-5738 DWG NO: PAGE 1 Equipment overturning calculations based on seismic load applied at a critical angle. As defined in ASCE 7, section 13.3.1, the seismic Horizontal force, Fph, may be calculated using the following formula: 0.4a S W ( p DS P z Fph(ca(c) — \ 1+ 2-i P R 1p.1 Except that: Fph shall not be less than Fph(min) = 0.3SDsIpWp and need not be more than Fph(max)= 1.6SDsIpWp. Where: Wp = Component operating weight ap = Component Amplification Factor, refer to ASCE Table 9.6.3.2 Rp = Component Response Modification Factor, refer to ASCE Table 9.6.3.2 Sds= Design spectra response acceleration at short period, refer to ASCE section 9.4.1.2.5 Ip = Component Importance Factor, refer to ASCE section 9.6.1.5 z = Component Attachment Elevation with respect to grade. h = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: Fph(a) = Fph*0.7 Fpv= 0.2*Sds*Wp*0.7 1 i e lil :I 11 11 TENSION/COMPRESSION IN BRACE MEMBER: 11 II For worst loading condition, apply Fph along the same Fpv A line as on brace member. T - Fph + Fpv Fph • (N l2)*Cos() N*Sin() A • N = number of brace arms ELEVATION If Tc < Tc(allow) O. K. 1 F•h - Reference AISC, 13th Edition, Chapter J3.6(ASD) 0 ft= Tbolt fv=Vbolt PLAN VIEW At Ak Rn * ,� F,O PROF Tallow= = F'nt2 Ab V bolt t ■1 ��$�a �1NE ��Sf( Fnt= 1.3*Fnt a.Fnt *fv L Fnt 6 ifv" - Cl `U C 'T4Rn Fnv*Ab Q .�J 4.82' Vallow= a = 2 / 'T bolt +a'// �^ OREGON r. Fnt& Fnv from table J3.2 Tc 4-) Ab=nominal unthreaded body area 6$40,-4 • qR 27 OW Check for: -Q°'QHA*`P Tbolt L 1.00 & Vbolt 1.00 1��. Tallow Vallow l EXPIRES: 12/31/201 DWN:WL CHKD: GR I DATE: 3/6/19 DWG NO: PAGE 1 e .44!!.. MASON INDUSTRIES. Inc. SEISMIC OVERTURNING CALCULATIONS a f''"-C 1" Manufacturers of Vibration Control Products JOB NAME: TEMPLETON ES i it • .114 '' 350 Rabro Drive 2101 W.Crescent,Ste.D CUSTOMER: MASON OREGON Hauppauge,NY 11788 Anaheim,CA 92801 EO NUMBER: 32941 631/348-0282 714/535-2727 FAX 631/348-0279 X 714/535-5738 3'6/2019 PAGE 2 Tag: HOOD 24 HOOD 68 Max. Weight,Wp= 470 .1.91 ap= 2 1/2 2 1/2 Rp= 2 1/2 2 1/2 SDs= 0.711 0.711 Ip= 1.00 1.00 z= 1.00 1.00 h= 1.00 1.00 Fph(ca/c.)- 401 163 Fph(min.)= 100 41 Fph(max.)= 535 217 Fph(a)= 281 114 Fpv= 47 19 Seismic Force Ratio= 0.60 0.60 theta(deg)= 45 45 theta(rad)= 0.785398 0.785398 #of Braces resisting Fph= 2 2 #of Braces resisting Fpv= 4 4 Tc= 215.03 87.38 Seismic Cable Brace= SSBS-12 SSBS-12 Strut member Size= 1 5/8 x 12 Ga. 1 5/8 x 12 Ga. Tc(allow)= 1250.00 1250.00 Check Strut= O.K. O.K. Anchor Bolt Size= 1/2 1/2 Steel Bolt Quality= A307 A307 Ab= 0.196 0.196 At= 0.142 0.142 Ak= 0.136 0.136 No.of bolts per brace= 1 I Tbolt= 152.05 61.79 t��0 PROFFs4i Vbolt= 152.05 61.79 ��5 , NE p ft= 1070.76 435.14 tV fv= 1118.00 454.33 �a:____91,828 -� T allow= 4418 4418 V allow= 2356 2356 0 OREGON r° Fnt= 45000 45000 Env= 24000 24000 44*IIit) 27 140 Q` F'nt= 45000 45000 /DHAVw" Tcheck= 0.03 0.01 Vcheck= 0.06 0.03 I EXPIRES: 12/31/20 I Manual of American Institute of Steel Construction, Allowable Stress Design, 13th Edition PAGE 2 32941-SSSS I • i(--z 6 HOOD INFORMATION TABLE ELECTRICAL CONNECTION SCHEDULE GENERAL SPECIFICATIONS - CONNECTION 9 CONNECTION DESCRIPTION FROM TO EXHAUST AIR FLOW REQUIREMENTS GREASE EXTRACTOR SUPPLY AIR REQUIREMENTS El-H 120V, 1SAMP-TIMER PANEL POWER -3 WIRES BUILDING SOURCE - HOOD 24 ,-Hoop CONSTRUCTION AND DESIGN MEETS - HOOD PLENUMNEPA 96 AND UL 710 STANDARD. HOOD HOOD EXHAUST COLLAR SIZE SUPPLY COLLAR HOOD E2-H 120V TO REMOTE SWITCH - 6 WIRES HOOD 24 REMOTE SWITCH i PL Lal T.A.B. PORT TOTAL HOOD SUPPLY WEIGHT WEIGHT NUMBER MODEL EXHAUST SUPPLY CONSTRUCTION (LBS) LBS z-HOOD Is NSF AND ETL OTtO UNDER THE - STATIC STATIC QTY' TYPE STATIC FOLLOWING mE NUMBER ETL 93,865 6PRT-col CFM PRESSURE PRESSURE QTY. LENGTH WIDTH L H CFM PRESSURE QTY, LENGTH WIDTH - 24 EO 1 184 - 27" 1 12" 8" 2 20 20 BAFFLE 947 .09 1 12'" 12" ALL 1 BOA. 304 S.S. 365 105 3-ALL INSTALLATION WORK IS TO BE PERFORMED o w z m i l" 2O" BY QUALIFIED PERSONS AND IN ACCORDANCE J WITH STATE AND LOCAL BUILDING LZ1 - _ _ CODE REQUIREMENTS. a 68 CH 425 - .OS" 1 8" 8" KSA - - - - - ALL 18GA. 304 S.S. 191 - I '''o 4-THE INSTALLATION SHALL BE IN ACCORDANCE 0 - _ _ - - - - _ - - - - - - - WITH NEPA 96,REMOVAL OF SMOKE ABS GREASE S - LADEN VAPORS FROM COMMERCIAL ' 9Z'' . COOKING EQUIPMENT. _ - _ _ x moi 5-ALL EXHAUST DUCTWORK AND TRANSITIONS _ p r TOTAL EXH, CFM = 1609 TOTAL SUPPLY CFM = 947 ARE Ro BE PROVIDED Br THE Hvnc 9 5 CONTRACTOR. 9,-2 O O _ ❑ o5 O 6-CLEARANCE FROM HOOD AND DUCTS TO U COMBUSTIBLE MATERIAL SHALL BE PER U O **NOTE** v 1 2 72" APPLICABLE BUILDING CODES. .14 w B H K Q w J-FOR PROPER OPERATION OF THE 0000 SYSTEM. _ 9 p I"F GED COLLAR ITIS THE RESPONSIBILITY OF THE GENERAL - _ 00 9 NPI AL FOR ALL THE HOODS SHOWN ON THIS Ex PENNG6 CONTRACTOR TO HAVE THE HOOD BALANCED AND �i zQ DRAWING ARE DESIGNED AS '� 36" TESTED TO ENSURE THAT THE EXHAUST z - ¢wac2i THOUGH A SINGLE EXHAUST / AND SUPPLY REQUIREMENTS OF THE HOOD 3� FAN WILL BE USED FOR HOOD ® 3" ARE MEL oz 8 24. ONE TIMER PANEL IS /L /// f������� iiii�iiiiii�ri 1 - U A o' REQUIRED PER EXHAUST FAN. 255" ra a°c�i ❑ a❑ IT IS THE RESPONSIBILITY OF M - 9 FS El THE E.C. TO INFORM ,zxT'F. ' HALTON OF THE NUMBER OF El FANS BEING UTILIZED INSTALLATION REQUIREMENTS ON THIS PROJECT. S'UR" W ., 51" m K C°:=--17) ---* J O! U 58" N EQUIPMENT CONTRACTOR'S REQUIREMENTS V �— �\ r Nitir 21" vI, 1-PROVIDE DRAWINGS TO APPROPRIATE TRADES ® E REFERENCING UTILITY SERVICE AND COORDINATE -• 42" .. Er RRI #24 ®° FINAL CONNECTION. / °IN 2-SYSIVER,ASSEMBLE AND INSTALL HALTON ® �a92 SYSTEM PER DRAWING. � -a sP 24.. > 3-FURNISH WIRING AND PLUMBING DIAGRAMS Z 07 12" TO END USER. d 0 0 ITEM # 68 I >PIAN VIEW I MUST INFORM HALTON OF ANY CHANGES E ----, m IN EQUIPMENT OR BUILDING STRUCTURE. FIELD NOTE MODIFICATIONS ARE THE RESPONSIBILITY OF Z Q W • T-STAT IS FACTORY PRE-SET FOR 95 DEGREES,IF SPACE CONDITIONS THE N.E.C. ° (n > -.- 42 EXCEED 95 DEGREES WITHOUT COOKING TAKING PLACE,THEN A FIELD AL N O / ADJUSTMENT OF THE T-STAT WILL BE REQUIRED BY PERSONNEL -I v 0 CN 0 **NOTE** 84" - 5-IF HALTON MANUAL EXHAUST VOLUME DAMPERS L) H THAN - A A NLY. IS • NOT INTENDED AS A PRIMARY MEANS OF ENGAGING THE EXHAUST FAN. ARE PROVIDED,THE K.E.C.IS RESPONSIBLE FOR ?S Q• Y KEC TO ADVISE HALTON F DISH MACHINE WILL THEIR INSTALLATION OR TO MAKE ARRANGEMENTS ?0 O r WITH OTHER TRADES FOR THEIR INSTALLATION. 0 HIT HOOD BAFFLE SO THAT A DIFFERENT U JN APPROACH CAN BE TAKEN, W CO5- i \ / 1 t- 24" 61" ELECTRICAL CONTRACTOR'S REQUIREMENTS CD Q Z EU N 42" ITEM#24 —1 .63 O40 PLAN VIEW Q V Ba 1-PROVIDE AND CONNECT ALL REQUIRED VOLTAGES, _ FLANGED 4 H ACRET CONNECTORS,WIRING,CONDUIT,ETC.,PER NEC 7.25" AND ALL APPLICABLE LOCAL CODES. O I 4., COLLAR 1 soR 4 + Z MI M4 8 IAN H WO �® INA MiED EN 1a1 !' 4" \ l m O 1 I 0' 0- E o 24" 24" ELECTRICAL EQUIPMENT a o r �or,ESL #24 REQUIREMENTS z Q _ GREASE > S/6-DRAIN GUTTER v rI 0PER METER I — v ' UP FLUORESCENT LIGHT FIXTURE Ir 1 d Q ry W 0 40 WATT MAx BULB=.67 AMP EA. II ® II CC Q r7 8 S 18 II ' RECESSED INCANDESCENT LIGHT FIXTURE G o, 1 Q 0 MIN. 1 0a f MIN. MIN. / ,so wan MAX BULB=Tzs AMP EA. U a o 84" MAXIMUM J 84" MAXIMUM II LOOS rcMae`eu�e-`las AMP ® Y z a o Ni o 78" MINIMUM LED LIGHT FIXTURES= 3D AMP EA. ® LA 0 WON o 78" MINIMUM KEC TO VERIFY ' KEC TO VERIFY PRIOR TO FABRICATION Z 0 D]O AT PRIOR TO FABRICATION A M I(e) i ”ALL HOOD CIRCUITS ARE NOT TO EXCEED 15 AMP'' Z Q N O / / , / '"LIGHT BULBS,IF REQUIRED, 0 0 N Q I� i ARE TO BE PROVIDED BY OTHERS" O _ I L r W V O =CC � 6 iii L 1 ii CEILING HEIGHT NOTE < CIo EL a RANGE CONVECTION OVEN IF HALTON COMPANY IS TO PROVIDE CEILING CLOSURE PANELS,THE EXACT DIMENSION OF THE FINISHED Q W° N HS st Ifl QC 02 ITEM #68 0 ITEM #24 0 ITEM #24 CEILING HEIGHT MUST BE PROVIDED PRIOR TO RELEASE. "0 D_ ELEVATION VIEW ELEVATION VIEW SECTOR VIEW FINISHED CEILING HEIGHT ALF, TIMER PANEL T ,n HANGER BRACKET LAYOUT , Typical wiring of EO hood with TIMER PANEL DETAIL BY No N REMOTE SWITCH PANEL BY OTHERS ,70/;/60 05 LATCHI ----s`ELECTRICIAN W T pp05 96 EXHAUST COLLAR FOUR BRACKETS NSSHEI`CE"i°ER OF�HT"0 WITH 1w0 EXHAUST COLLARS "CN O REQUIREDHf wi EUL"soEs • ,»Eps- n ONE 68 N 00 HOODS EO EO MIN I o.. 3 DEP suoPPLr RLv YELLOW H E YELLOW _ © ___roo , I,xm.Iwn<»EI LOCAL - ' R RE H E MUSE JIB- © © LI.---F,s STRUCTURAL ENGINEER "O�FEMETMSVER,h �-- F,r W 0 • 9 HANGING AL REQUIREMENTS. ARE THE qRift 5 1II 1. OWER E—nwHrtE� ow w E Low a,, c�IIIN°¢ O ¢ ESPo ie,uTr of W O o r® ® 1 W � ,j EL 'EL - L' INSTALLING CONTRACTOR,LO N CO ft m qq 4 CODES UST BE FOLLOWED. • ® N GRD' ONE SUPPLY PER HGHP°° T �IG-'y, OI S e W W ® 02:; )-.° H 8711 IIR�-111 TEMP sensors Z p- Q IS D TIMER CONTACTS WILL ACTUATET ® T� 0 < 3 0 3 LED POWER SUPPLY UNIT O R E, ARr THE USED WITH A REMOTE (A= D HOF H , F , ` 111 R2 WHICH WILL START THE •I— ~ } 0 Z "�x L�IDT�sNsr-T.ITCH �L�" rvc nrvrsut sLLwrtcx q BE R 9 TOTAL g'/S �°' B=TOTAL WDTHHOOF F HOOOD U O m J I•N J C L- E DE T,Eo. 0 COTA`W ED OR H 5°9 -B 8.9(EO)OR 15.9(EGP) L„, W SERVICE CLEARANCE ' se m m, ® El J--IJ�AITNFni,BFxofol MWFIRE [ssro�o'L „,,,C' = _8.9( ) , (EOP) / LLJ V Q QAEouleeD n // © DSYSTEEI THE N.0 ` e Eov p.:(1)-.....„ ® Eov r a o tvi� D,N RAIL Box as-, 7 re Ew°m�EEwc� J—I— —�,. '► -- r l of �.al -r,� DRAWING TITLE: // ro"AFTER s°ww ° Soox E S OPERATING) 2 6® a /M` 6, HOOD DETAILS INCOMING C J TIMER PANEL OR DAI2ov To Mom.,ERN n)'xOER ea c 2•ALL THREAD-es _I. .y ARE" MAP SENSOR OPFRAµsF EO (,,, DRAWING No.: S, LIGHT /-Nur'Ex OTHER OTHERS' FAN VALL TART ILL 5 MIN NEAT SOR • TPOWEWIRES -E1' J EATS TE,WILL FANAIN ON FOR„ERR AFTER T SENO FAN SWITC• H 19 nTNAT AN-°FF. ■;-=-=I ;(”D" U 1 7—5 6 2 J \ REV. SHEET � f/% ^I0.: NO.: ° L f IFLOW POINT CHART A\V S U L R / O//��//L F R E S U P R—S S 0` SYS _VANSUL NO102 FLOW POINTLECALCULATION F _ _ NOZZLE NOZZLE NOZZLE TOTAL en TYPE FLOW PT. QUANTITY FLOW PT. r 3N 3 ¢mI FIRE SYST V S \T-GRAS WI FACTORY D 'S W/= _ \G/= -_D CWTI CA- 0\J 61 12 z z ''0_ 45 230 2 2w 2 2120 2 - - - 3 1F 1 Z 1/2N 1/2 - - q O TOTAL FLOW POINTS USED 4 io3 L'?''0U MAX.SYSTEM FLOW POINTS: 11 (3 GALLON) - - - - �Wo O 1 2" - 72" - - ✓Ne.i, `n�d F K z s� w; w o o R ,,l _ " R a�, 17a❑ CI DETECTION LINE o o n SP 11 24. SUPPLY #1 W O ❑ rr �v' VARIES <.' °� '' 12 0 10MOUNTED IN FIRE CABINET: . ® 71 I -OEM REGULATED RELEASE m az I - 3 GALLON TANK mo . 6S411 AT CABINET GALLON �''eD' �I RD CABINET MOUNTED n ' MI #24 w M �o } ao ANSUL NOTES a 0 0 ilDMW = GENERAL NOTES: 1. THIS INSTALLATION IS TO BE MADE IN ACCORDANCE 00 0- WITH THE R-102 INSTALLATION MANUAL AND IN `I ACCORDANCE WITH ALL STATE AND LOCAL CODES. Z < >M-- 2. THE WIRE ROPE FOR THE DETECTOR AND REMOTE 0 0=N OO PULL STATION IS TO BE INSTALLED BY AN = 0.LD AUTHORIZED AND FACTORY TRAINED DISTRIBUTOR OR SERVICE REPRESENTATIVE. 3 a Q y K _r7 }. THIS INSTALLATION IS TO BE INSPECTED.PUT INTO 0 5_I I OPERATION AND CERTIFIED BY AN AUTHORIZED AND FACTORY TRAINED DISTRIBUTOR OR SERVICE 1 Z D_p .� PLANITEEW #24 REPRESENTATIVE. N O Z H N 4. ELECTRICAL CONTACTS AND WIRING FOR APPLIANCEm I- ti I SHUT OFF TO BE PROVIDED BY THE ELECTRICAL J O0- CONTRACTOR. _ -N 5. ANSUL R-102 RESTAURANT FIRE SUPPRESSION 3 SYSTEMS HAVE BEEN TESTED AND ARE LISTED BY O UNDERWRITERS'LABORATORIES INC.AS PRE- W Z ENGINEERED SYSTEMS.AND WHEN INSTALLED AS CO O DETECTION LINE 1W - SHOWN ON THIS DRAWING SHALL COMPLY WITH ALL 1-- (1� Q RELEVANT ANSUL INSTALLATION RECHARGE INSPECTION 0- CC SUPPLY LINE IIIIMY T"T ! AND MAINTENANCE MANUALS AND SHALL COMPLY Ce roil" WITH NEPA 96 WHEN INSTALLED AND CERTIFIED BY 0 O •P. � ,,, AUTHORIZED TRAINED ANSUL DISTRIBUTORS IN U lk . ACCORDANCE WITH THE MANUAL. p 6. ALL AGENT DISTIBUTION PIPING AND DETECTION W Z CONDUIT HOOD PENETRATIONS MUST BE PROPERLY SEALED IN ACCORDANCE WITH NEPA 96. Q Co- d Q h T oI` / DISTRIBUTION PIPING REQUIREMENT NOTES: O Q r0') 0 260 1. PIPE SHALL BE 3/8"SCHEDULE 40 BLACK IRON, CC W W 2 ill CHROME PLATED OR STAINLESS STEEL UNLESSD- ZO OU" ( ) 8 16 � OTHERWISE NOTED. Q aMIN. ® f MIN, _ MIN. I ' 2. FINAL NOZZLE LOCATION MAY NOT VARY FROM II LOCATION SHOWN. O O W Z co O N • >O<v O Z U m<I o ' MANUAL PULL DETAIL z T 0 rXill ® IL___ CC PILL �. ( ILS�4 a��� ,-, , � 7�� NOTE: ow�. �aoE. av` a W �1 xn cc RANGE CONVECTION OVEN \ HALTON COMPANY MILL SUPPLY ANNUL COMPONENTS T Iticow G' 1)ANSUL R-102 FIRE SYSTEM AND PRE-PIPED HOODS PER PUBLISHED ANSUL ITEM # 24 ONE TANK SYSTEM(3 GALLON) ITEM #24 GUIDELINES AND RECOMMENDATIONS. IT IS THE 2 2) RESPONSIBILITY OF THE F.S.E.C.TO INFORM HALTON OF ELEVATION VIEW 3)3/8"BLACK IRON PIPING(CONCEALED) 3 SECTION VIEW ANY SPECIAL REQUIREMENTS OF THE LOCAL JURISDICTION nme '"Zto 1=4ar.7,11 3/8"S.S.APPLIANCE DROPS(EXPOSED) PRIOR TO RELEASE OE EQUIPMENT. 4) ELECTRIC GAS VALVE_(ADVISE SIZE) / SECTION VIEW NOTE: \ REMOTE PULL 1111 imiC N ALL PIPING FOR LOW PROXIMITY APPLIANCE PROTECTION TA N SHALL BE PROVIDED&INSTALLED BY THE INSTALLING - _ I 43 \ ANNUL DISTRIBUTOR&NOT BY HALTON. I'I II,I.IIIIEI-16 E s CV r fl BOW O NOTE: Ej "III I H (n o' a HAND HELD EXTINGUISHERS,IF REQUIRED,ARE TO BE w O U OD It PROVIDED BY OTHERS. 0 10 m Z CC W 0 < 3 O aOBUL s ` ANNUL MICROSWITCH DETAIL J , r o Q IN THE MP.OCKEOso VAGON(READY) UPPER SWITCH E H 0- ZO m J ��}}POWER T E O(COMMON) w I Z J BLACK UPPER SWITCHESCOOKING _{�_HUN TRIP BREAKER ER(BY OTHERS)QUIPMENT BROWNBLACXNORMALLY OPEN) 4 VOLTAGE FREE FOR HVAC INTERCONNECTION--RIC-_ El BRA FOR HA VOEXE EQUIPMENT SHOUT.RIP THE Y...` (NORMALLY CLOSED) IT U O N/C CONTACTS RED VOLTAGE EE N/o COCTION NTACTS _Y. ,. O' J ul U EliBROWTO THE N(NORMA.OPEN) DRAWING TITLE: BLACK(NORMALLY CLOSED) FIRE SYSTEM DETAIL LONER SW -EO(COMMON) LOWER SWITCH VOLTAGE RBLACK DRAWING No.: VO°GEEFEHLN- - • n VOLTAGE FREE EXTRA CONTACTS U 1 7 5 6 2 • ALARM S,STEM BY --=- BROWN ---E��RICALFIELD CONTRACTOR REV. SHEET 0.: 1 NO.: 2 Qf Z W \ FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 114 au = Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.ti.. d-or.l ov TO: el-1\{ of aro , DATE ' EIVE DEPT: BUILDING DIVISION W MAR 2 6 2019 FROM: Vir 11,9 N 0 �ut1-Y I� an�ot4 COMPANY: Tr( P PI i 1N�( ( 3UILO1N PHONE: 5 9) c/cc L'i g BY: RE: j•e F v P l�'TU n E(e m-en i a r y S r-A o o i ,M G, 218"-� (Site Address) (Permit Number) °lcoo S murd°l✓k sr (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEM`• Copies: Description: i t ies: Description: Additional set(s) of plans. 8 Revisions: Cross section(s) and details. \�+ Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): cite-fe if of REMARKS: We ry 1 P- of ki S r )'m ct 'j PAm p k,i24-Uo Va t V a-h o ' 1560 - D O FOR OFFICE USE ONLY �,p Route to Permit Technician: Date: 3�� - )� Initials: 7) Fees Due. Yes ❑ No ' Fee Description: Amount Due: 1 1-4 r pi," r`,r-;t✓ $ q a Special Instructions: Reprint Permit (pe 'E): ❑ Yes No ❑ Done Applicant Notified: y,p�_ Date: ' i�� li Initials: ,v I:\Building\Forms\TransmittalLetter-Revisions_061316.doc