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Plans (11) FPS2O18 -00064 11101. Amog 4 G . O 111-11 N up c7, RECEIVED Nin ,, c Lij O Z N JU1V 13 2018 ■■r_ a_a a LL CITY OF TIGARD 065 S uR E UILDING DIVISION 0 co .:- ImE tis) W L� ' -;_. : i : J O 11 % t--- r`wF L_____: ) � ., c~a W i-is. Vl crsG)co, —t 2 FSSi �� -1F6 U ^A 7 111 0 E;:- 1. ) e'. ) -. . e ,,, . , • 1,44i .t101ilb 1a4, our— � -u . I I+r C•+ '. 1i2 �. ‘';'::jCs' c'1,,,- 1:'\--c- 5411 Fac �I 1 — - \!�' .a�� ! GS' di= UP _ _ _ _ 4 7 SI . _ - ar 1.1_...-----._._ i :1 BUILDING A ., L. _ i - a C72 a a t1 1:r BUILDING B pp0g0=a }o :1 0:0 0: .'::a I ln�wza1 0.,,,,a�e:wpiT ��- �JM---� �m¢a ¢'zrUz=w � w rwJa>r W�� - - )S1 ELE � I� � � Fl t7 =�p�p a���O w i;� zxo,"2- 1-, C �l 1 i1u-i~oz2a Ucc _�_ } ° I 'r wo .part il ww w. ., 1 - u �i • aZ a=prwW �zaLu1 © II. =pt a>a� =Y Cn ELEV2 1 I 1 d ce rzzwFVm upas —WI �' :::):::::::::: � Ui• �1 ' T` `LINE f N/ '�-'I w w =raa�JIIIIIIIIIII I uZ w �wJ�N1A� , 3a1 ¢wo: JQ- d %11111 zQ aa3x L. O Q O a ce � azao�wo� o IY IRI li4R: � ! co��4wPgige Z�I�IozQ� `^z�x U nZQ2Z�Jnvrpo O •-8,s W O p¢ w,,,Q _ rz~zro��=ffo - Z u NII - zoowo� »� C7,_.i � zva+rz� � zxai"3 El Ei 4 � o0ooa� � o�Zr1j�,2VWpQ ZL JWEl 3ao�a�*4cc Vo =��z0?OOLEQl11P. mrx1- =pzu� wisssF � mL�aao[ aww'wNOmc,mz nr' o 1." �nL_ Jf r---\ i . _, V!PLEASE PROVIDE o COMPLETEDNFPA '!3 w -7-N4 4---_-_--- ri ., MATERIAL AND TEST _ \ i__ lr — C] __ CERTIFICATE AT i REVIEWED FOR CODE COMPLIANCE FINAL INSPECTION PROVIDE EITHER FLEXIBLE SPRINKLER . HEAD OR 2-INCH o q ,,.., OVERSIZE RINGS Z OR.INTERP 10-01W Y g y Z_ Q a z sW r u � a F w w __ o .n z z a w N X a2 o r, z c w ,- I D r O L4'5 O I } 4 O L N N C O PLAN } NORTH OFFICE COPY # idiAilk ST7 D P \' G PLAIN SCALE: 1/&" = 1'-0" �`�� GARD h Garden Home i� F•i' 0 2 4 8 iREVIEWED FOR CODE COMPLIANCE (IN FEET) Approvedt I IF OTC: 1 I . • Permit#: c} 5 R Q n ri A F. t , 4 NOTES Aad c-i- °� _e�, Suite#z PA g ' Pr i1r 1ST FLOOR PARKING GARAGE/OFFICES/MECHANICAL/BIKE ROOM. By; Date 7_ i 6_ I S E '' CONCRETE PT SLAB WITH SUSPENDED CEILING. HEATED SPACE ABOVEce mum West Portland ParkSUSPENDED CEILING. WET FIRE SPRINKLER SYSTEM WITH DRY PENDENTS. o 2ND — 4TH FLOORS RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE c, 1f� /IF SCOPE `` .,`•- , ' FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN a 8900 SW Oak St, Eil sO� umsECONCEALED SPACE. WET FIRE SPRINKLER SYSTEMS WITH FLOOR CONTROLS. DESIGN AND INSTALL NEW FIRE SPRINKLER SYSTEMS IN NEW APARTMENT BUILDING. L Portland fTigard, OR 97223 r 2 JCI TO START AT SUPPLY LINE FLANGE 1'-0" ABOVE FINISHED FLOOR IN RISER ROOM. r ' 'f+ cosege-3yhror�ra w 5TH FLOOR AND LOFTS, RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACEPARKING GARAGE STRUCTURE WILL BE WET PIPE SYSTEM. SYSTEM WILL BE DESIGNED AND Q - — - '��-- �E`' `- FILLED WITH NON—COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN 3 INSTALLED PER NFPA-13. SPRINKLER PIPE WILL BE INSTALLED ABOVE ACOUSTICAL CEILING o rt CONCEALED SPACE. WET FIRE SPRINKLER SYSTEM. THAT WILL BE HEATED. LU Y Si OAK CREEK e a SIAL Wads �`rk. T.pew tic"'' OAK STREET APTS Tigard * HOLLY ORCHARD GENERAL NOTES BUILDING A VSHEET INDEX c9 SP-100 SITE PLAN / GENERAL NOTES 1. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA FIRE SPRINKLER SYSTEM Svv �� � r,•�_ � 13, 2013 EDITION, STATE AND LOCAL CODES, AND AUTHORITY HAVING rr. SP-101 1ST FLOOR, PARKING GARAGE, OFFICE JURISDICTION (AHJ) REQUIREMENTS. SP-102 2ND FLOOR, RESIDENTIAL *� ° " ra2 ALL MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION. OAK STREET APTS-�� � SP-103 3RD FLOOR, RESIDENTIAL 3. EXCLUSIONS TO SIMPLEXGRINNELL'S SCOPE OF WORK INCLUDE: 4ili ` SP-104 4TH FLOOR, RESIDENTIAL •• PAINTING AND/OR PREPARATION OF PIPE. 9000 SW OAK STREET Lake Grove SP-105 5TH FLOOR, RESIDENTIAL Kg • WIRING, INSTALLATION, CENTRAL STATION MONITORING AND/OR FIRE TIGARD, OR y z I � A ALARM ANNUNCIATION. ., SP-106 5TH FLOOR, RESIDENTIAL LOFTS / ROOF • INSTALLATION AND/OR TESTING OF UNDERGROUND FIRE PROTECTION SCALE AS NOTED SW Durham P-' `•.''1 ' 1-''"`n Rd ,.., Bry.t ,_ .,..„T . SP-201 STAIR RISER AND STANDPIPE SECTIONS SUPPLY. b Bing :3Cook } ' SP-202 BUILDING SECTION • CAULKING AND/OR SEALING OF PENETRATIONS THROUGH FIRE RATED DRAWN BY: AM &TK ASSEMBLIES. CHECKED BY JN SP-301 SEISMIC CALCULATIONS 4. IT IS THE OWNER'S RESPONSIBILITY TO RELIABLY MAINTAIN ALL AREAS WITH ISSUE DATE: 4-20-18 PLAN SPRINKLER PIPING AND COMPONENTS SUBJECT TO FREEZING AT A MINIMUM JOB#: 603869601 NORTH OF 40.F. ANY REQUIRED INSULATION AND/OR FREEZE PROTECTION IS BY PROJECT#: U C I TY NAP OTHERS IN ITS ENTIRETY. JOHNSON CONTROL©COPYRIGH Oil 5. ALL 1"-2" THREADED PIPING SHALL BE SCH. 40 BLACK STEEL WITHSYSTEM: FIELD / LISTING NOTES THREADED C.I. FITTINGS UNLESS NOTED OTHERWISE (U.N.O.). BUILDING A Ngc SCALE: NTS 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. 6. ALL PIPING q"-8" GROOVED SHALL BE SCH. 10 BLACK STEEL WITH RIGID SHEET: 2 GROOVED END PIPE FROM 1-1/2" THRU 4" TO BE SCH. 10 PIPE. GROOVED FITTINGS U.N.O. 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 7. ALL SYSTEM HANGERS AND EARTHQUAKE BRACING SHALL BE PER NFPA 13, CHAPTER 9 AND MANUFACTURER'S INSTALLATION AND SPACING SITE 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) REQUIREMENTS. 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 8. ALL DIMENSIONS ARE TO GRIDLINES OR FACE OF FINISHED WALLS AND N in ALL HANGER RODS TO BE FIELD CUT MEASURED FLAT ALONG THE FLOOR U.N.O. I9. ALL PIPE LENGTHS ARE CENTER TO CENTER AND MEASURED ALONG THE a 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS SLOPE U.N.O. 8 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS 10. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER u PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR THEIR STRUCTURAL SP-100 REPRESENTATIVE. MAXIMUM SPACING OF STEEL BRANCH LINE RESTRAINTS ■ .. •ai i 4 . e.• pi 0.50 < CP 0.71 ., ----,p p • ° s ,•• PIPE SIZE MAXIMUM SPACING 4 v4 a A 1 / o'4 " s '� b 36 -n» aldliMIN . . ; .e d .a , 1.4 1. ; .4 , . , ,.'. . , ' s 4 b . 1 1/4" 39'-0'° oma' s. 0. "x2Y" K1MK BOLT TZ (1"-4" PIPE) iil in Lii c= 1/2"x3" KW1K BOLT TiINSERT ANCHOR 2" 45'-0" Qa 3/8' INSERT ANCHOR (6- PIPE) ROD COUPLING 3/8" TOLCO FIG. 75 END OF LINE RESTRAINTS: - limm o �� 3/8" ALL THREAD ROD ALL THREAD RODIN 3/8ALL THREAD ROD AT THE END OF EVERY LINE BRANCHLINE, EXCEPT LINES THAT HAVE LESS THAN 6" O la x / Iir OF ROD FROM TOP OF PIPE TO THE ATTACHMENT TO THE BUILDING STRUCTURE AS in =o PERN.F.P.A.13 2013 SECTION 9.3.6.5 w o1�C ADJUSTABLE RING HANGER /f ��ADJUSTABLE RING HANGER °Ii- .%! TOLCO AG. 25 = ao rn 41;fi, �% ADJUSTABLE RING HANGER ° 0to) co in > a IL' a HANGER #1 HANGER #4 ! r ....,--- I r �pW Q�� NO SCALE NO SCALE LR, END OF LINE RESTRAINT �,)1 ® LU El 5 w � ��� NO SCALE �/ •mow TOLCO FIG. 25 SURGE RESTRAINER ."��4',F JO ;44 NOT TO SCALE �[ • K "le4.444 ''‘-' 1'. tl f..,"/ l• 4 r ‘ 11 7ir t. ,'7(. • 3i' -�� 00,_ I- 002a s, ,za " L)zzwa=e r ,lO r0 ..=ocdw'" Iw-4wu :mHOt20 Oaw'Hw ,,'- dtK47¢ � zG c wm -"= 000 ..0eFoz H . w Q saLLHa,:dmW2 �W o d s a r 0 a w= Lu t N.Y5~ tOz LLIV Q z -0„..4=1,2_.0.=O 11y,/1 IX W ZOrit U,O=Lo-. 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' "L t '-''''''',- 1.13 • E} ,\_ trs ; . _ - . a 'y .- : - - r - 1 .4, '...' - _ • i 4 !1• I l I��q f /- '.`••:'.:',••,':.,r,r.,. ., ' •-., a-v: ��.yI,[[�� r'd•. P I _ (''.:;•.'.'7,•:•1:':::.7.1-•••-`,'-;-':_ _ G E •GY• C .tN �': - i 11 o :g-'-''',-,::,-: !. .( L .ice {• - tiP 'Y1 1• V r r •� OIQ , QO© � L y" r ` Tt Y;' " Q I ' MED >. ; " (ak-I Fni.0 : i1,- 1 = Q . , , n ht b ■If rg • 3-2 3-4 - 2a2 ' 3-• 3-5 01 '-1112 3-0— 11-6 6-6 6 I 14-0 �6 '¢ I I II Q ,� : J ...z I a • --. tr 2 ci_ ,•,., ,_ .,. .•__.,.__ :., . . . . _.,..a r ;i i °^�- .T �� r .. . .. .a4 ;,♦, ' - . _aa , _rA . .�4 , .a,RT er �n I R d LOBBY CORRIDOR n CORRIDOR n i ��� ♦ ♦ ... "�� , - �� -- = '' �. Fe • , s . FLEXrilltiI = 02 3r�� s 8" UG SUPPLY �.�" 4 _4-.,. ,..�� - .�� ._� . I - � , 0++ (BY OTHERS) ��� ;, , +� 111 �.. - -8 2-0 D 8 E FLEX p ill - r ► w it - ■ r tER Fr 11 6BY OTHERS K • . ; �r - - - � � ( ) 4 1 - '-- 2 14' 4 1... .7. - ,:ii ill I ✓ E .t - ----- ---------._. . . Er.K VALVEeo Mi ■7 o *..rw�l a _.... .._ -- __ 5 1I I t i' a H 6" TO STANDPIPE ;AF ' i v -I t Q (BY OTHERS) I• ___....___ --.__.._... T 3" RISER MANIFOLD ., 1 n < Remote Area 8 Flowing Heads 8 Start Head PSI 9.a -. / PRESSURE REUEF VALVE tu F �f I `��■ 3Q+: +` we / Dry KT Density 0.10 / ZStart Head GPM 16.8 ' 1"- � 't > �:r :'r w IP 1- a > Hazard IJGHT Area 900 SOFT per Head 168 —N �, . i p Code NFPA-13 Len/Wid Ratio 1.2 Elev-Hd to Riser (") V /Th VVISEII I — 6.-ar <:- '., 0 Construction NON-COMBUST. Max Velocity 13'1 PSI -Hd to Riser — _._.�.__.._�....... I n _._ , __- _.._ O BUTTERFLY VALVE 1 - - h i� n i� Source Name or Location CITY CONNECTION 0 U M I uc FLEX rrE W 11, Y I I ! Q PSI Avail at Source 104.0 GPM Req'd at Source 249.4 Inside Hose --- G I I ` 6" CHECK VALVE i-e 4 '•� 4 .'• It/ Q I I o i 03 :■., PSI Req'd at Source 44.0 Duration of Source --- Outside Hose 100 nix FLEx 'bpi &1U '"-a 1" AUX. DRxin `- I-1-1-ta o `� Safety PSI 60M Req'd Source Volume --- .P I 01 . i _' .... I I._..... G5 C 3 DUCER 0-8 2-0III 0-8 b a ih NOTES: l - I 8x4I I PIPE STAND -� // OAK STREET APTS Sq4 � - 1 °RY `� NFPA-13 11-2.3.2.3.1 Reduce area of operation for 4R sprinklers I r ' BUILDING A 112-ill e--O I uJ = .-IN <10''0" Ceiling Height. 40.0x Reduction .__..._ I Z w Final Design: 0.10 / 900 sg.ft' i , 1 2'-3" Y-8 2-0" le> , w - ---- __. ._-----_ ---f— �_ _._ ._ ------------- A-4 �°` xL FIRE SPRINKLER SYSTEM I - `� i nw a_W i-w 'MI._ --I-� .._.__ .,.....__.._ I * n . ' 1 coo r Y a 00 00 I • m 1 1 5 I m . � " ! y114 D. 1,4 °Kw_ OAK STREET APTS +P-I0I : I 9000 SW OAK STREET TIGARD, OR PLAN NORTH PLAN NORTH SCALE AS NOTED OR% 1ST FLOOD SPIN < LE� PIPING PLA \I R SER ROOMPLA\1 V EW SER ROOM SECT ON 5 RISER ROOM SECTION 6 DRAWN BY: AM &TK = = _ CHECKED BY JN vil SCALE: 1/8" = 1'-Q" i�,�_� SCALE: 1/4- = 1'-0' rrr_.r SCALE: 1/4' 1'-D" -IN-rw� SCALE: 1/4" 1' D" -m-immi 0 4 ISSUE DATE: 4-20-18 (IN F16 0 2 8 0 2 0 2 8 FEET) (IN FEET) (IN FEET) 8 (IN FEET) JOB#: 603869601 PROJECT#: JOHNSON CONTROLS©COPYRIGHT SYSTEM: BUILDING A FIELD / LISTING NOTES SHEET: 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. 2 GROOVED END PIPE FROM 1-1/2" THRU 4" TO BE SCH. 10 PIPE. 1ST FLOOR .:1) 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) NI in 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. •a 6 ALL HANGER RODS TO BE FIELD CUT N x 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS SP-101B M 8 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS A-A.0 A-B.4 A-E.1 A-F.2 A-G.2 A-H.3 A-H.9 A-K5 A-MA 0 _.__,,,/I I 1 i i i % . . c._ I I I I I I111111:1‘1111111111111 C0 al. N J � I I I I No \ i I I W N I �W \ I -I ial I I A-0.2 <LA \\- . 4'-5' 9' 4'-6' 8'-$ . 2'-$}'i 5'--83." 5'-1 " 7'-43" 4'-B" 5'-111" 5'-6�" •� 4'-11i" 5'-03." 5'-fi" fl" 5'-5" 5'--3' S'-5' I 6'-41" ,'!ii W 5'-8" 6'-7 " 8'-2 " I 8'-5r6'-4 " 5'-11 " W r w r w w r r w alai 6'-1" 5'-3 ' S'-7" 4'-4".`"4'-1�" 5'-7�" 5-10�" 5'-10 " 6-2 5-5� 5'-7" 7-3" 7'-9 7 -2 7-4� I C o u. _____ ______________ I ` i I 1 �, I I I Ii I _._.. 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I n_ LULL ! . • . l � j y, / i I I i P'r) 1 \ ,�. 114 11{ �J.. 114 11\. 14 114 114 1 I 1 L:=11_ . !! _ :, j `1 IIn ifA . I I 1 6-11 2,,3112 5-1012 X212-} 2--- 7-11: 546 �,r,r.ui • « 4-7 `� 4-1112 4-312 ilt-,- I (\. I I I I A j r R I.i 2 II E i I I I '\ / tl� 11 I B4 ANSI A " 00 �/ //� I I N 1 in - I I I I - i I A111 T :_. , MI . 1 114 8 ' E;)1 j El O V4 1 1 ,a_ , Y k -. i i i 1� 114, �v � „ i DETAIL HIS 4-3 14-0 I -712 i II. 13-712 `-' 5- 1! r 1' "i•3 I 11 i I I I -8l 01!-6 �....___. l I I , II • k I I I I \ l II -1 I i li i I [ i i I ".... �/� i j � �7 T - : 1\ A _ IO OJ N. f I I SEE DR SID W LL 1-8 1 4 114 1 17 4 1 �i 114 1 1. 1 ,: Z 1 1 Il- \I I U U, I c 1t l° C31 I V �6 I I I i j j • DETAIL 1S _ I 1 TAIL.aH15 SHEE O I I _ - 13-712 10-21 6-' 1-11 .i0- ! 13-712 s Q;,----.-- B4 _ o J 1 ° ` ��—.�f I ,-.1.r•••,••••• I cn I <,,,,./,./ Ito I ! I / ., I\ / .._.__... _...,_ ______________________________ E• i r..... �� --p �; B4I, v ' t1 1 4 © 1t� � 6-' 0- ?� 10-112 ® I I I I :-svI -r,: z lo-r2 �a s-11l.I - oOiilT3-14 . l'ii. % N I "'N I I I I ! _ n ,1') C) I I I I� j I I � � F!--1--"# /> •1' v i `a 1 1, 114 /' ... ... I 1 .6 - a- t 12 `� j 41 --E. I i I i _ . 10-1: 7-1 � 14-912 \ i w I i I i i 444 I o i i i i I I o i I I I t0 tO -1 /)>‹ : I I I I W Se f I � i 1- - � ! �\ -.___-/ 6 -83" 6'-9" 3'-5" 5'-3" 6'-10" 8'-4" 4'-63" I5-9�' y_g� 55_45 I8'-1� 6'-103" 9'-3�" < S' ` ' , 5-0� 6'-3 " � T-2' OAK STREET APTS 3'-23." 2'-8" 3'-103" 2'-63" I I I j V-63" 1 -8�" 10' 1 2'-13" 3'-4�' f I I i i i i I iiBUILDING A ! ii i i i i i FIRE SPRINKLER SYSTEM I I I I I I I I OAK STREET APTS - I 9000 SW OAK STREET PLAN RESIDENTIAL S P N < L E S: - /////////////// TIGARD, OR NORTH ��!�� ' / / o i 224 SQ FT U AXI IV U M SPACING \ / m SCALE AS NOTED ON) 2 \ D F C0 � SPS f� � EE � P P � � PLAN NI - A• _ DRAWN BY: AM &TK / 'A' 1' 90' ELBOW ,EXTERIOR WALL CHECKED BY JN scALE: 1/a" = 1 -0' _ 10 — 0 N' AX. DISTANCE 0F WALL1 ._ TABLE 6.4.6.3.6.2 1le91' FLOOR DECKING J/ 2x4 DECKING ISSUE DATE: 4-20-18 0 2 (IN FEET) 8 MAXIMUM ALLOWABLE DISTANCE A I 1' CPVC Cx6f- \ -2x12 JOIST DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM JOB#: 603869601 TO SIDE OF OBSTRUCTION ('A") OF OBSTRUCTION ("B") TABLE 6,4.6.3.7.2(A) TABLE 6.4.6.3.7.2(B) ' J - J� PROJECT#: CPUC PIPING INSTALLATION REQUIREMENTS MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE JOHNSON CONTROL©COPYRIGHT LESS THAN 11-0" 0" DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM 1' CPVC 1' SCH. 40 „ " TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ('B') TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") SYSTEM: LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THELENGTHS INDICATED ON THE PLAN, ENDS FIELD 1.-0" TO LESS THAN 1.-6* D 8 r LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" • CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE f 1'-6' TO LESS THAN 2-O' 1" " WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. / A C ORDHO�JO30ST 2'-0" TO LESS THAN 21-6" 1' 8' TO LESS THAN 10-0 1" 1'-s" TO LESS THAN 3'-O" 1" ATTACH TO BOTTOM OF � ■ 2x10 WOOD FRAMING 10'-0" TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-0" 3" SHEET: - - 2'-6 TO LESS THAN 3'-0* 1 JOIST BAY f o FLOOR :1•CKING 11'-0" TO LESS THAN 12'-0" 3" 4'-0" TO LESS THAN 4'-6" 5" J v, I a HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR WOOD SAMMY SCREW i \-TOLCO FIG. 78 3'-0' TO LESS THAN 3'-6' 3" " GYPSUM CEILING 1- 12'-0" TO LESS THAN 13'-0" 4" 4'-6" TO LESS THAN 6'-0 7" f DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY 1"-21x" PIPE: GST 20 �- STEEL CEILING FLANGE 3'-6" TO LESS THAN 4'-0' 3' J DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE 3"-4" PIPE: GST 30 (2) 14"x112" LAG "NO BU v CPVC HANGER l3'-0' TO LESS THAN 14'-0' 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS AND { 4'-0" TO LESS THAN 4'-6" 5" 141-0" TO LESS THAN 15.-0" 7" 6'-6" TO LESS THAN 7'-0" 11" SOFFIT BY OTHERS 2ND FLOOR THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THEFIRE PROTECTION SYSTEM. sa" ALL THREAD ROD (-6" TO LESS THAN 5'-O' 7" 15'-O" TO LESS THAN 16'-0' 9" 7'-0' TO LESS THAN 7'-6" 14" 1" TEES \ -SEAL SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. ALL THREAD ROD *OD JOIST OR TJI : 5'-0" TO LESS THAN 5'-6" 7' 16'-0" TO LESS THAN 17'-0" 1i" 1' PLUG PENETRATION co TABLE 4-6.2./1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) = ADJUSTABLE RING HANGER r 5'-6" TO LESS THAN 6'-O" 7" 17'-0" AND GREATER 14" LOUVER DRY—BARREL FIRE SPRINKLER w RING HANGER - II i 6'-0" TO LFSS THAN 6'-6" 9" co NOMINAL PIPE SIZE ( IN. ) �i C-6" To LESS THAN 7'-0' 11' Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL a PIPE TYPE 7'-0 OR GREATER 14' NO SCALE NO SCALE NO SCALE N CPVC 3/4 ' 1Y4 1'� ' 3 OBSTRUCTION DETAIL SP-102 x 5-6 6-0 6-6 7-0 8-0 9-0 10-0 HANGER #2 HANGER #7 CPVC "NO BLOCK" HANGER oNO SCALE NO SCALE NO SCALE / r \ / \ i .\ 7 \ / s \ / \ r A-A.0 A-BA A-E•1 A-F.2 A-G.2 A-H.3 A-H•9 A-K.5 A-MI \,..._,.._/ T ate ' ',._r_.../ j j I i I I 1 i I I I I ! 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I i E I i I w I -A T 1 a - _i ! 5-5�" 8'-O�" 6'-9" 9'-2r ! 8' 5'-2" - 1 1 6'-Or _ 7'-D.1" I \ / o J I i 71'I►, 2'-7" I i i I I I L re I I I i i i i 1'-8" 1'-93' 8" I 2'-0f' 3'-21" I CO 2 I I I I I i ' I I I OAK STREET APTS I 1 I j j i 1 BUILDING A I j I I I I I j I ..... J._ J.J._ _;__. _-i_ FIRE SPRINKLER SYSTEM PLAN NORTH RESIDENTIAL SPRINKLES: � OAK STREET APTS 3D FL00 � SPII\ �CLE � P P \ G PLA \ �`�y m "A° 9000 SW OAK STREET 224 S Q F T v A X I M U M SPACING �'! /7/////////y����//� TIGARD, OR SCALE: 1/8" = 1'-0" ���m a 0 2 4 8 > » f (IN FEET) o — o VI A X. DISTANCE o F WALL "A" / x m SCALE AS NOTED / m TABLE 6.4.6.3.6.2 MAXIMUM ALLOWABLE DISTANCE 4i"' "A" 1" 90' ELBOW "-EXTERIOR WALL CHECKED KED BY AM NTK ��111 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM y FLOOR DECKING f/ 2x4 DECKING ISSUE DATE: 4-20-1 B TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") A I 1" CPUC CxTf- /-2x12 JOIST JOB#: 603869601 LESS THAN 1'-0" 0" TABLE 6.4.6.3.7.21A) TABLE 6.4.6.3.7.JB) ADAPTER \\l�l� PROJECT#: MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE CPVC PIPING INSTALLATION REQUIREMENTS 1'-0" TO LESS THAN 1'-6" 0" DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM ," CPVC 1" SCH. 40_ JOHNSON CONTROLa@ COPYRIGHT 1'-6" TO LESS THAN 2'-0" 1' TO SIDE OF OBSTRUCTION (°A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") SYSTEM: LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD ATTACH TO BOTTOM OF / ATTACH TO TOP 2'-0" TO LESS THAN 2'-6" 1" LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" r 0_g TBE BUILDING A CLEANED, CHAFFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE 2x10 WOOD FRAMING j�/ CHORD OF JOIST �\— 2'-6" TO LESS THAN 3'-0" 1" 8' TO LESS THAN 1D'-D" 1" 1'-6" TO LESS THAN 3'-0" 1" r • ,�, fL00R ��' KING WITH MANUFACTURERS INSTRUCTIONS. UTILJZED FOR WET-PIPE SYSTEMS ONLY. WOOD SAMMY SCREW TOLCO FIG. 78 3'-O" TO LESS THAN 3'-6" 3" 10'-0" TO LESS THAN 11'-O" 2" 3'-0" TO LESS THAN 4'-O" 3" JOIST BAY] = m .. - SHEET: 1"-212" PIPE: GST 20 ------ _�STEEL CEILING FLANGE f 3'-6" TO LESS THAN 4'-0" 3" 11'-O" TO LESS THAN 12'-0" 3" 4'-0" TO LESS THAN 4'-6" 5" (4. °D tn HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR 3"-4" PIPE: GST 30 (2) 14'x112' LAG "NO BU#1 CPVC HANGER 4'-O" TO LESS THAN 4'-6" 5" 12'-O" TO LESS THAN 13'-O" 4" 4'-6" TO LESS THAN 6'-O" 7" GYPSUM CEILING f o ,- DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY 4'-6" TO LESS THAN 5'-O° 7° 13'-O" TO LESS THAN 14'-O" 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS ANDD - _ { 3s" ALL THREAD ROD " DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE •OD JOIST OR TJI 14'-O" TO LESS THAN 15'-O" 7" 61-6" TO LESS THAN 7'-0 11" SOFFIT BY OTHERS 3RD FLOOR ALL THREAD ROD � 5'-0" TO LESS THAN 5'-fi' 7° THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. _ .-- " 15'-0" TO LESS THAN 16'-0" 9" T-0" TO LESS THAN T-6" 14" 1" TEE \-SEAL 5-6 TO LESS THAN 6-0 7 PENETRATION SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. ADJUSTABLE RING HANGER 16'-0" TO LESS THAN 17'-0" 11" w RING HANGER , �� 6'-0" TO LESS THAN 6'-6" 9" " 1" PLUG in TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) �� �� �� 17'-0" AND GREATER 14 DRY-BARREL ��/ ��� 6'-6' TO LESS THAN T-0" 11° LOUVER FIRE SPRINKLER NOMINAL PIPE SIZE ( IN. ) / , T-0 OR GREATER 14" Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL a` PIPE TYPE HANGER #2HANGER 7 CPVC "NO BLOCK" HANGER OBSTRUCTION DETAIL NO SCALE NO SCALE NO SCALE CPVC 1 134 135 2 235 3 NO SCALE NO SCALE x 5-6 6-0 6-6 7-0 8-0 9-0 10-0 NO SCALE 0 7 ! �'\ / \ 7-'\ /,-,\ /'-'\ / \ A-A.0 A-B.4 A-E.1 A-F.2 A-G.2 A-H.3 A-H.9 A-K.5 A-M.1 i 1 j I i -i I 1 I j i i i ! ‹: 41-4}" 9' 41-6" 8'-8r 2'-8}" 3" 5'-83" 51-2" 7'-4" 4'-84" 5'-111" 5'-6r 4'-11r 5'-1" 51-6" 5'-5" - 5'-3" 5'-5" - - - 6'-4" 5'-8 " - 6'-7r" 8'-23" 8'-5" 6'-4 " 5'-11!" 6'-1" j 5'-3" 5'-7" 4'-4" 4'-1 " i. 5'-7" 5'-103" 51-10r" 61--2" - 51-5r" 51-7" - -� _ 7'-e 4'-0r" . 3'-4" 6'-53' 8'-13" I °-, -..';'%;•- f"' / j I 1 1 i I I I r o / I I 1 I i ,t 6111111.11111IN Lel I 1 .t i �� ail I Nr \, -./ \ I 4r 1.I I = I an N= < I i NN J a1 E i _ E I A-0.2 I OO I uij I }- I }- I J I n z 1 ,- P•••••�e ■aaury + yY w. i------------- Tai CL --------------------------------------+� a. . nxrtir: .:mals+u" + w+.r.loI Y+w.wwl�.ar"-ra .� • �v ''d- ."+wwae; aaw"w."i""rww I� w.. 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I - ------------------------------•---------------------- -----------------------•-------------------------- ----- PSI..Avail_at_Source.....11)4.0. ....GPM.Re ..d...at..Source..1.90.9.......Cnida.Hose... -.-_-- - � I PSI Req'd at Source 85.2 Duration of Source --- 'Outside Hose 100 1 N 1 Nci \----/ i I Safety PSI 18.8 Req'd Source Volume --- i I i 132 i I �-7 U 6io '-73" 61-9i" 3'-5" 5' 3'-6" 7'_L6" 1 81-3r' 41-6i" 5'-9i" 7'-8" E i i NOTES I 2 7,---„,\ L, A-10.1 -- -r- "1'" -1- - 'A Iw" wwmvw� • r...,,... . __. _ _ --- ---------- - ~ A10.1 a 6 o I 1 ! I 51-4 8-1 6 -10r 9-3i \_/ 2'-8" 3-10 • Q i I I 2 r i i j l'-6 " 1'-8 " 93- I 21-2' 31-4 " .r.,) OAK STREET APTS I 1 i I I BUILDING A i € FIRE SPRINKLER SYSTEM OAK STREET APTS PLAN NORTH RESIDENTIAL S P R I N L E R S:m = "A" 9000 SW OAK STREET ��!�y } /7/////////)//////// A TIGARD, OR 224 SQ FT MAX V1 U M SPACING N G o 41,10) 4T F 0O � SPS \I < E � PPI G PLAN f *A" I SCALE AS NOTED NO SCALE: 1/8" = 1'-O" _ _ 2 22 inj in, 2 4 8 10 -- 0 MAX. DISTANCE OF WALL TABLE 6.4.6.3.6.2 /// DRAWN BY: AM &TK (IN FEET) MAXIMUM ALLOWABLE DISTANCE ■ . "A" !II1" 90' ELBOW ..."--EXTERIOR WALL CHECKED BY JN DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM y FLOOR DECKING 2x4 DECKING TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") ' I -2x12 JOIST ISSUE DATE: 4-20-18 t• C ADAPTER- JOB#: 603$69601 CPVC PIPING INSTALLATION REQUIREMENTS LESS THAN 1'-0" D" Igia 6.4.6.3.7.20) TABLE 6.4.6.3.7.V13) I �I�I� PROJECT#: MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE 1'-0" TO LESS THAN 1'-6" 0" DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOMJOHNSON CONTROL©COPYRIGHT 1'-6" TO LESS THAN 2'-0" 1" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("Bn 4 CSI I �� SCH. _ LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD " 1, SYSTEM: CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE ATTACH TO BOTTOM OF ATTACH TO TOP 2-0 TO LESS THAN 2'-6" 1" LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" [}_g TBE WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. 2x10 WOOD FRAMING ` ��� CHORD OF JOIST 2'-6" TO LESS THAN 3'-0" 1" 8' TO LESS THAN 10'-0" 1" 1'--6" TO LESS THAN 3'-0" 1" w BUILDING A WOOD SAMMY SCREW FL0013 91' KING " ' " " " m ! 3-0 TO LESS THAN 3-6 3 i0'-0 TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-0" 3" J co " SHEET: TOLCO FIG. 78 JOIST BAY = � HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR 1"-2t!" PIPE: GST 20 -III STEEL CEILING FLANGE , 3'-6" TO LESS THAN 4'-O" 3" 11'-0" TO LESS THAN 12'-0" 3" 4'-0" TO LESS THAN 4'-6" 5" c"n m o DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY 3"-4" PIPE: GST 30 (2) 14"x112" LAG "NO BLS CPVC HANGER 4'-0" TO LESS THAN 4'-6" 5" 12'-0" TO LESS THAN 13'-0" 4" 4'-6" TO LESS THAN 6'-0" 7" GYPSUM CEILING - 0 ,- GYPSUM FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE = 1 4'-6" TO LESS THAN 5'-0" 7" 13'-0" TO LESS THAN 14'-0" 6" 6'-0" TO LESS THAN 6'-6" 9" LOWERS AND .T 1 J 3e" ALL THREAD ROD }r THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. SOD JOIST OR TJI 5'-0" TO LESS THAN 5'-6" 7" 14'-0" TO LESS THAN 15'-0" 7" 6'-6" TO LESS THAN 7'-0" 11" SOFFIT BY OTHERS 4TH FLOOR ALL THREAD ROD / " 15'-0" TO LESS THAN 16'-0" 9" 7'-0" TO LESS THAN 7'-6" 14" 1' TEES SEAL SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. 1 1 5-6 TO LESS THAN 6'-0" 7" PENETRATION ai TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) RING HANGER �+ 1�-ADJUSTABLE RING HANGER 6'-0" TO LESS THAN 6'-6" g" 1fi'-D" TO LESS THAN 17'-0" 11" 1" PLUG rq �n 6'-6" TO LESS THAN T-0" 11" LOUVER FIRE SPRINKLER 7'-0 OR GREATER 14" 17'-0" AND GREATER 14' PIPE TYPE NOMINAL PIPE SIZE ( IN. ) Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL CPVC Y 1 1Y 1kz 2 215 3 HANGER #2 HANGER #7 CPVC "NO BLOCK" HANGER OBSTRUCTIQN DETAIL NO SCALE NO SCALE NO SCALE iNI5-6 6-0 6-6 7-0 8-0 9-0 10-0 NO SCALE NO SCALE NO SCALE SP-1 04 x 0 r, `,...„_..../ A-A.0 A-BA \A-E.11 A-F.2 A-G.2 A-H.3 A-H.9/ A-K.5 `ASM../1 \ I \.7 / Y �_- \TiJ \,..T J T T -� I i i J I l E 1 `. 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K5.6 I G li~ a H wr _� --+ C - w _ ------ \ I t I-.'' ® -i w�, J w u o a n ' c Kse G 1 C)w m m ww=Y (nI tv h 1J wo ^'E J - Al 3-5 c- o �� Qg {) / ? ��o �xg�z�EL N (r u I �, Z =uw�NJ,- _ 1 t 1. -_... y - n II•'- 0. I ,, ta~w ow4rco 1 0 C \ �..�1 v"'i0 0rl912 i ��� ) rF 1/ - li °oo���oWrHm ..:p _ a - 1 w114 1141 114 ) its t4 '�' 114 IIO xaN��=maW2 _ =- �, wNc - \ - t i. y (T _ �p� 5-2 0, 11-1ts 3-4 - 18-9 7-31111-412 4-1 y KS,eO ELEV 1 ! r a _ w x a=:ici C7lc7 "/ '� \ 1 4 1 4 L `-f 4 i. O « I _ .•{�� _ Ii J r- . v 71 �.` `�iil �+ m 1`-4 v �u� �wooWa �'�__._ 1 0- 1-11 4-4 i.-5 2� 12-81: �� A\SEESP-16/OFTFLOk 1 1, f l: T. "' _ _ o zw _ w Nin QEB / �� & �� �i ` •�, rS7 coNc 1 O zoo wo=�� aw� Jt` , .r0 -101 I ` 7-9�� -0 // �) r= oa Q:r, )ETAIL TH'. .,:.y 22 '\� _.r I w I ♦ `r / ■ a " w =awoW ? i3Zr wll r, r , s , �, rI A2 1 TELECOMi �wQ4;;�� �=� 1 j OF s�. 4 O I l) I b 1 - f V V 1 I ������w= ow= �� o d FOR SPRINKLE = ABOVE - __.__,.... _ cc 1� Hi i n I I ...I �_.._ �' � „ m :_:86-' ..��ao��oW � 1 I SEE SP�106 L� FLOOR • L-_ _ G7 r1€ OR SPRINKLERS RABOVE 114 Y/ �t♦ 11 114 114 1 114 X Z I t=aZ �LLj'- ITZ o�z_ o woe O „ : N �� :aa 6 I ,Afle ECH It 114 114 t 1 „ 114 t 17 114 d 5-2 12-211 11- 1 . o, 14-3 6-912 1 I o G� , ' ow om u ! ri „ I I 7-612 r 6 1P: ` C , 1-1 C,_ 4-1 O- 4-1 111 C N I + A. `, (�o pi , B1 A, ?F;II J o Z°QO1 N - - .3 fl L A 0 7_ I �.1r _ 1 , , 1 ^zoa�m���� �110 C tl 1 , 1 4 1 4 1 4 1 4 SIDEWALL - Z1 .� / =wzw��Joaw N. + i 1 '� '�' �� �+ 6- �2 Q $-211 4-10 X312.1 - 11k IS SHEET o o o ac:` o Z= 2Q -tea ; 1 : 4 + _ I J^AN X25 " , i. \, \ I \ W �ln•',� - (Q_.0 i Hozd�3�uiii=aoiO 1� C . ) M1 - ,24� O , I . �' .J I-4 1 t N I __ 11 V W���p-p�+ � w T �� ' V 2 42 aw w n-zo 1 Kos 5-52 �, 2...... r \ 3-4 a _ �, _ t I + S ��=Zou r=^ NN� rE■Y■ '-**2---N " I =5 ti ILII�a11r�. +� OC" t r 1 r�o �-n r L` p i r i � I m ? cwo 3 a a o " E! Ifii w 4-11 6-6 j �, a. CJ I .. If‘- W V �y y H O w ,!] 912 E€ 1 ^ V)'� } 1 r I -_ I 1 7 v- V = W ELEV 2{I I .�i� T_- -�-- er i 1 1 a w ] 7,_,Lc_02.iti.::,.--: 3-5'2 G` 11 Y N �1 Y` 1 I _ N') o t © '1 KS.e - I'n`1 L - -5 U nt"tyiW s wSEE OE�i SI F�a�ppii 1 11 CONC + a' oDETAIL 1115 MEET 'a 0111 - 01 ICOtf CT TO CHU NOZZLES AS NEL.- RY O1. -• I - _ I O�_ 4- TRASH 6'-11 " 11'-2 " 6'-4 " '- I '- " 5'-10 " 11•-2 " " 5r_8 " 6.- " ,_ " - " 0 1 U I 1- o .- Ix-�., 3 2 _... ,�� 4 11 5 7� 5-2 6 0 5 5 5' 5 8'-2" „ oB !ti �,A3 O� 1 a, Yy� I I I _I Y �� CONC w n' x x 'xziID 3 3 3 YI ! ♦ ,n ! f• . x x x z a1 - t + ' - - ® F1D �,' G1D •'''i t��' �" � i !\ /) - \ �) iw i �, I ''1 - 2 6 ._L V \I I I f M i :i:;- _____ - - _ „ • .64 CC IX rr ce Remote Area 3 Flowing Heads 5 Start!Head PSI 21.6 r r 7 a a o a o 0 • 2-6 6-412 4-312 10-1012 v2-11 6 I 1� 4 • 4-3 C4 ir- 1 . `� / p I Wet / Dry WET Density 0.20 Start!Head GPM 26.0 C) „ I '� \ `� rt I I c��► Et • cV Hazard ORD 2 Area ENTIRE SOFT Head 130 + {� t I lj - 1 1(7 Y1f'1 j_f .L.-I-I t----" 1- srAkoP1+'E w Code NFPA-13 Len/Wid Rotio 1.2 Bev,d to Riser (') +� 4-9 _ A-4,7 lu 1 1 1 J ^ r. n.NaSS VAL • SEE DRY SID W . i _ llv�� 1 4 t 4 1 -�, Construction COMBUSTIBLE MaxAlax Velocity 13.5 PSI -11d to Riser E•( • + s =(e+l e v mO _ Source Name or Location qTY CONNECTION --_ DETAIL T11S SHE T C 9-8 -• 0 I , _ _ 7�2 , 11)-1 : M o w Di SHEET SP-201 M� ' 1 1 - cv1 ,), • �� v1 mo - r o w f LL STAIR 2 --- • ./ / „ -� ul) _ _ 1 TA + d PSI Avafl at Source 104.0 GPM Re d at Source 382.5 Inside Hose I 1 1 p><:' SIDf WALL .......... • PSI Req d at Source 66.5 Duration of Source +IOutside Hose 250 ,;v s L THIS SHEET o } o R o 0 in 0.., S. 4) _„ 4-10 CD t2 1-666��� Safety PSI 37.5 Req'd Source Volume --- i I ,■ La , L., :,,, C C I _ _ j N _ lc °' _+ I NOTES: I - 1 i re\ ._____LI . 0 0 g , . weems, .:_r __ ._....__ ! 114 it _ n !. I\ /I _ 31Y r • 1 - N In 1 v j + 1.,11 Z- �) O O y ■ / 7' `� r t .... ._ SFF rIRY _t') , t us r,y m a . a 1 1 i`r] I I '" al, til a w „, w �} $$ a e F • DETAIL TI---5 F� 7-0 �� 4-0 { �' 6-812 �\ ,� © 5-A 15-1 D THIS SHEET J• I " g 71 7-5 , g1 - I. I 1 a : J 1VI------- TIP) - I + , n rn r n n In • rn + I . GONG + l� ! I , r-� tv y U' w a w p w Id- • - 1 I ' N• 1 .- .1.1. 1 rl 3rt1 � M1 A4at YANSIAAir `° ..... wwzc w 01 r\ A + I 7 0 0 i C.7 j? �v-7t2 t I/ I_. _ I v f b� a ,A.,5: w M I ' t O 2-4 �41 t=/ I t STANDPIPE W/ - i r� N "' 4 ^' + �: A i I I .'aV r:".NosE vALyE a I ¥'� o + _ akc ' b 1. ` I i j 1� 9EE'SHEEt SP-za1 © ms t6 V7 ©�jQ( )13 * - �� `r' o -�� I � ! STAIR 1 ,..._..._ _ i �1 _ xx �., o A-5.7 r^ r"= �, f o - ■,�,i I " -o i `2-1 ,.• A-5.7 T € 1 �.� C) 7* `j� i i I I ' `17 1----in 1 2 r1-312 '� ) n 3 '" • i 1 .-I ! • / N o- j� + �+ \ 11 BRANCH LINE RESTRAINTSTRUCTURE - -- +_•r- A-5.9 Os .fir �%« - ATTACHMENT TO WOOD t I + y I / Tic n- �/ I :~ r, LA,,_.,71 \ O T N BRANCH LINE RESTRAINT STRUCTURE �' CADDY CSBBR52EG 411 ■ i `"' + © C talc !1 C) I - ;,� o • " - ■ ATTACHMENT TO WOOD '- I I - 1 114 O r AA -512''. ' I 4-EI 0 j CADDY CSBBR52EG I I .. N +.o + 5-1 1 _„ 8-5 4-11 5-911 1 5 s j 3-D r (1 111 3-0 2 - j5-Bti 4 4-$ 2-B 6-5 N O • -ENV ® I • DD ' F1r CG ! n I 'o r„.. 1� _ --„---��`. I i 2 I N Z 2V 2 �i j'2 24-1 ?- _ , \ A.:, I 0\24a v V " ■ + I 6-112 2-912 4-312 3-51: 6-01: : Zrl 1112 3- 1 3-0 -6th____ I 2's 0- 2 4-1'2 4-1 5-012 1 8 -� t / ---� \ a 3/8" ALL THREAD ROD • 3/e" ALL THREAD ROD j G H p T 0 o I A _ iiiit-" - �° O O SEE ._-106 LOFT Ft 1 s)' ►� i vim- N- o BRANCH LINE RESTRAINT PIPE ATTACHMENT FOR �JNTINUAT1oN ._ _i.:Tr 1 Q BRANCH LINE RESTRAINT PIPE ATTACHMENT mow, I z I 1" CADDY, CSBBRP0100EG 1" CADDY, CSBBRP0100EG j - j "< 1111 - 11 I oa \(c_))) 1 1/4" CADDY, CSBBRP0125EG 1 1/4" CADDY, CSBBRP0125EG j"'r., EE SP-106 LOFT FLOOR Ui • _ fes; SEESP-,O6LOFTFLOr E., iOJ�� I Q. . I 1 1 2" CADDY, CSBBRP0150EG �' 1 1 2" CADDY, CSBBRP0150EG «. AOR SPRINKLERS A@OYE I _i , i - - FOR SPRINKLERS ABOVE I `1 •• / ��i •• / I wo ! #a , a COt> ((v [� - 1 • • '�- j 2" CADDY, CSBBRP0200EG 2" CADDY, CSBBRP0200EG i ,v-} r -�° i i mcn 1 \ / I1/ \I I�1 r! I ., I ■ 4, j L) 1 I 1/ i I r� ! } Remote Area 1 Flowing Heads 4 Start Head PSI 20.9 o: Z ih oStart Head GPM 22.4 f _ .:=1„, • 0- �- o� Wet / Dry WET Density 0.10 " - t' •U •- 1 • SE _ d HazardRESIDENTIALSOFT per Head 224 ^ / •eu ! < ESP 108 LOFT FLOOR Area 4 SPRKS `t ' - - 9 j = y yi. FOR SPRINKLERS A SEE SP-106 LOFT FLOOR w~ Code NEPA-13 Lend Ratio 1.2 ElewHd to Riser (')r ABOVE N I f ' „ \1 I O CJI ! 1 Li�-1' 1 I I `\ / FOR-SPRINKLERS_ABOVE : - Construction COMBUSTIBLE Max Velocity 19.0 PSI -Hd to Riser z k II I , i' O V . i U U -- -- '4 1 4 1 4 1 4 1 4 $.9 4's,2 4_'st, F 5-2 4-D t 6_ : A-A.0 A-B.4 A-E.1 A-F.2 A-G.2 A-H.3 A-H.9 I' KA A-M.1 L IIT 0 N t s WO) r N N I f I I I • iiii zN A-0.2 \ _ 7'-5�" 6'-9" " 5r-O " 4'-O " 6r 4'-6" 3 ° 5'-9�" 3,_4"3'-02 3,-53i" 5'-6;" 5,_7i. Fj'-7" 5._71. 3 3'-5112-11 "31T9" 5'-5 " I " �"1 -8 r 31�" " 111) w =a - - - - - - - I I 11 ,� - - - - - I 4 - 4-1 6-9 7-6 - - 1 /1/4'•0)1 - . 1 I -r I • • Irl__, � �n c Q 1 1 !G , s © , 1 w o - s-s1: _ pQ - W a r •�o s-o1 s-s -1 z N 5� P•rL a « �t7ry .q. _ a 07 W m L R 2 �' I W ,�„ ta) ' q�MINI ( 114 1 4 ..*-914 1 4? 167?2 - 1 4 n 't4 l4 3-9 3-1 10 3- « r ^ d 4o 1-a N- 0. ^ t - s It = ........_. ....._.. (v _ - 114 ,..---101- . " a+GOV) on I 1 �� 8^11 --- 8-]iii 11-11JLN 1 �' I Et �' 721: 1• 1 W iv w ii Ull -._... 7_212 .� .� � A CL �+ + I a �'- I i 1- Y IIF 1 t o5 5T1 I FLooR 0 4 1 1 0 „� =r5 p 'r"‘4 11NUAT10N L- C 4 __ v r•' Q� E SP-105 5TH FLOOR I 444 j Y�i�NI 8-2 _i 9-2 1 I ry p d `t�4 a' �/en, `f N, f� N ry CO ry/ O �t /• rt # SEE SP-105 5TH FLOOR '?. `i-A.t� c��i ‹).+jjli z4,., 0; it V`�� Y ' FOR CONTINUATION [ �Y r o I 1 I I ON r V#0.0 y4CFY Vr6'0 V41;FY V?ao V4 � I I P'• �, -.,1 oowrazr }a,, r r 0 0 0 O r z c -'a w I I i -I r----I i� # -I -----1 ` ; 14 I ;+ " I a 1--1 I (`I i a J ( -I IMFi ' mm au a,W=Pe--= 0 I o-' ( ; p = = mmg Q,~",=a w= rQ - - - - L- I I I I-1 n 1 I ELI I-1 r----1 I 1 I fl I-� I l I 1 I I I I i I j �,-<V,a i m a o A-2.6 - - II - ,..� �- IE-9 .s- - +.r^-...I 1�.-� - ^^ i l 0 O O a„w o r-w-i m JFar �,,;wc „z,�roor -o,cw O �� 4 -zo� ,t000� -- - moi.-o,E. J"J„r -..,,m.,--- __________________,-,---0., / . " Y4�y " Y'41FY V►4LEY b - c V „' _ C r 0,s O mr w,.a O Z a W a r n ! I �925�5 4'-5" 6'- -7�' , 4 13'-O�" I I ��' , z-=r SEE SP-105 5TH FLOOR ® D 4-0 0.e°' o m.e r I- [ 11 FOR CONTINUATION I • O o }Y a r a m N w = / �,' v, Ora w0a Jar 0 C!) Z V 6 W.7. Z Q ITr..� c o d' r l i Q r a 4V ' Q r, i I-J Ww,.e�r,ai�Q �a/ --._.___ i3C./-.// r - L,_z -OOpr0vri..,I _ _ c,. I I ELEV 1 ' z zcaaooc.„,,, Jfi © I- =WZ ro c=N rQ 1114 Ic, 1114 ,, 1 114 1 G� W (V I a ow }E�W �# fnd - 3-41 � 4-5 6- 12 0_ ,_ 712 1'•IL 1 O r �� i p a~ $Q�� J�- 0N Cn rn \�4� OQ30��rpEJo� zZ .. G1 J O z a a m a ox U A-3.6 - -. - - I _ - _-. .._ __ .- ._1 - - - zz=� - L.: oJ z 'irgI1��1 _- 14" : 12„ Zo� aW° �> u) cw¢aw 0 ,1, Es�O ,2y t� « 1 I 1 SLOPE �Zpz:agW`= Zo O ROOF WALK PADS Q r o r ^x o c- A� O 1`2 E �kyrl 8-6 4(C/ , �' Moz1�3ES'd'ioI 7- f� C�a A � �� li 1`• I I "roue c�0i-=fix�a=`� c7 O C3s 11 N _ w W N fi' �\ m =rm3�a?ao OO �W W O V Z�'••' N J TRASH CHUTE d '.* na \T.� te+ t �. 1/4" : 12" EXTENSION/EXHAUST t j cn �`c� SEE DR'( SIDE'�VALL 1 1 l 4 1 5EE` 2Y 51DEWALL I w • n -- DETAIL HIS SHEET 6-8 11-f12 i�B �.i , DETAI0. THIS SHEET z SLOPE 1 n ,rw � � I I N � � a �Lu = -- i < ; f�4 O - - = r a O 110] Il. /I i n w v a z ELEV 2 - � � . Y V-111' 5'-6r 6'-1�" 5'-6 " 5'-3" 3'-5" 5'-3" 6'-2 " Y I I " I I I I m N #�1 V . 00000 0 _ A-4.6 _ - - - - -STAIR 2 - - - -- - - - - ACCESS . - - - - - - - - - - - - - - 4 � o LLo • I I W r rA+morv u 1HATCH. 0 mr91�rSP-2a, :il i O . o0oa o V V U U U n - r rr r }I,i ' , II fa ix E 1-I - I L , ., 7."., • I , • zN , , t ,-- 5/ i t. I ar r W LI _ Ili..., I _ V . T 1/4" : 12" - ,/4 " : 12" r Y „ J - SLOPE`' SLOPE ,_ ,. , ,� I L - I I I I - 1/4" : 12", /4" : 12" e " RIDGE I t a 3 m z x r, SLOPE' - ' "SLOPE X 7 1 o r r r r . m a z z z z i i i 1 I z i o - a a a n o O ,oO I I I I H� o1V I o Li • S iI T, N o-t4 . �' LV STAIR1 -=� rt'HOSE Yu . z r p BRANCH UNE RESTRAINT STRUCTURE 201 • 0 © SEE�� - -ACCESS - ATTACHMENT TO WOOD Itf�1lt I BRANCH LINE RESTRAINT STRUCTURE •r ,CADDY CSBBRS2EG I' I IIA H• r A-5.7 - - - - - - LJ ..... . . _ _ - _ - - - -.. ATTACHMENT TO WOOD • - - _ _ _ \ - I - - - CADDY CSBBRS2EG - itit\' [. C 111 = r ,ps PPR o Cei c - 1 - - - H I 4 I 3/8" ALL THREAD ROD I 3/8" ALL THREAD ROD I I I - - - a # i I / 1 BRANCH LINE RESTRAINT PIPE ATTACHMENT BRANCH LINE RESTRAINT PIPE ATTACHMENT '�`Z ' r2ry 1>'-105 5TH FLOOR 1" CADDY, CSBBRP0100EG 1" CADDY, CSBBRP0100EG �I�w Q� `� Dp 4., �a•, I, now \Q)) 1 1/4" CADDY, CSBBRP0125EG \Q) 1 1/4" CADDY, CSBBRP0125EG 5�,0 d r , w � 1 1/2" CADDY, CSBBRPO150EG � 1 1/2" CADDY, CSBBRP0150EG I O �r O I 2' CADDY, CSBBRP0200EG I 2" CADDY, CSBBRP0200EG a. i • I I NOM I 1 SEE 105 5TH FLOOR Ii x n _�a ni i 1 3 . •a .. FOR IINTINUAT1ON ._-1 1 114 2 I 11. I 1 LLI rV. W 13-812 I 13-71: i • I ___ I BRANCH LINE RESTRAINT, - ._. r BR BRANCH LINE RESTRAINT, BR1 I - 1 `� IJ In '`s I I NO SCALE NO SCALE ~Tri . 1 4-1E4 I iD - t r 114 1 j 114 1 I it • i 1 13-812 , 13-712 tv l 13-712 12-51: IN ILioj * I N I- i i r I _- I 11 4 °N 4 11 4 N 114 Icis • "' c W ) . , ILI I MAXIMUM SPACING of CPVC BRANCH LINE RESTRAINTS I 1 w -1 1 12-112 L-3 31-11 \\11-612 I B- r ] [V �) = 1 [� Remote Area 2 Flowing Heads 4 Stab Head PSI 20.9 14 No :>-t'3 0 r, --1-512 ' ` / 1,2-s 0.50 < CP s 0.71 I wet / Dry WET Density 0.,0 Stat Head GPM 22.4 _ H2 la �n« M = � � ' Hazard RESIDENTIAL Area 4 SPRKS SQF"F Per Head 224 � �� � '` I Ic): _ _ - 'I. 1 ��, � `` PIPE SIZE MAXIMUM SPACING W `- � " N� ® � -w ®®\ I Code NFPA-13 Lend Ratio 1.2 EIe1e-Hd to Riser (") � 1 4 °I.14 � 1 4 114a1: nrH - tConstruction COMBUSTIBLE Max Vetoc€ty 19.5 PSI -Hd to Riser 1 O , 12-i1: Y 3 t-r1 tL-1 1 - 1 V t -lo 1 28 -© D .7 / c O 1. „ , „ Source Name or Location CITY CONNECTION 11-6! 31 i/ `L/p . 3-0 t fF, r' 1 1/4 31 -0 PSI Avcil at Source 104.0 GPM Req'd at Source 192.8 Inside Hose --- '\� " jc- ' Y" v • -• - „ - PSI Req'd at Source 77.4 uration o€ source --= ,,.aG�.0 ruse YOD - - - - `�' - - - - - - [ 1 1/2- 34'-0" Safety PS 26.6 IReq'd Source Volume --- ® [1- A-9.3 I- 1 I i 2" 38'-0" NOTES: o -10.1 - L T-4' 6'-3" 5' 3, 41 -5" 4,-5 9,-1r 3' 5'-2" 6,-6" �,-1" - - rnu - - I _ a r, oi�1��1 W 21-3i 21-41' OF Lint nta I KAIN 15: co < AT THE END OF EVERY LINE BRANCHLINE, EXCEPT LINES THAT HAVE LESS THAN 6"1 7'-21" 6'-4' 4"-1O '" 3' 4'-6" 6'-7r 6'-11" 7'-2" 5'-3" 1 61-5" 7'-2" 2y OF ROD FROM TOP OF PIPE TO THE ATTACHMENT TO THE BUILDING STRUCTURE AS IOAK STREET APTS PER N,F.P,A, 13 2413 SECTION 9.3.6.5 I 3." 3r BUILDING A I I I I I I PLAN FIRE SPRINKLER SYSTEM NORTH LOFT SPPI \ ,KLE PPI \ G P _A _ OAK STREET APTS filiD ESIDE \ TIAL SI � KLES: 9000 SW OAK STREET SCALE: 1/8" = 1'-0" im ���y I //// TIGARD, OR ° 2 4 $ 224 SQ FT MAXIMUM SPACING ��,�� IN FEET / { } f o „ .A. I / m' SCALE AS NOTED 10 - 0 MAX. DISTANCE OF WALL / m a . TABLE 6.4.6.3.6.2I DRAWN BY: AM &TK MAXIMUM ALLOWABLE DISTANCE :. "A" 1' so' ELBOW �ECTERIOR WALL CHECKED BY JN DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM '���I I FLOOR DECKING 2x4 DECKING TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") ' i t/ ISSUE DATE: 4-20-18 ]" CADAPTETRf- J -2x12 JOIST 111 JOB#: 603869601 CPVC PIPING INSTALLATION REQUIREMENTS LESS THAN 1'-0" 0" TABLE 6.4.6.3.7.2(A) TABLE 6.4.6.3.7.2(8) �\l�l� PROJECT#: MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE �1DHNSON CONTROL©COPYRIGHT 1'-O" TO LESS THAN 1'-6" 0" DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM 1" CPVC 1" SCH. 40 LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD BATT INSUL 1'-6p TO LESS THAN 2'-0" 1" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION CB") L� • , SYSTEM: CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE ATTACH TO BOTTOM OF / HATTORACDH OF TO JTAFT BY OTHERS SPRINKLER PIPING 2'-0 TO LESS THAN 2'-6" 1 1' LESS THAN 8' NOT ALLOWED LESS THAN -$" 0" 0-8 �EBUILDING A WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY, R 2x10 WOOD FRAMING ��� WOOD TRUSS 2'-6" TO LESS THAN 3'-0" 1" 8' TO LESS THAN 10'-0" 1" 1'-6" TO LESS THAN 3'-0" 1" 41_ \-FLOOR s1 KING 4 A' PLASTIC VAPOR WOOD SAMMY SCREW TOLCO FIG. 78 �,- ., BOT. CHORD 3'-O" TO LESS THAN 3'-6" 3" 10'-0" TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-O" 3" '- {lio SHEET: HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR TO LESS THAN TO LESS THAN JOIST BAY 1"-21z" PIPE: GST 20 �_ _\ BARRIER �,,,!�i,`�,,`!,;�`�, " _ _ _ _ u c, DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY "NO BLS CPVC HANGER 3"-4" PIPE: GST 30 (2)STEE 4X1121 LAG FLANGE BY OTHE. �44.4.0`r;'`��0 ,i,`;��p.. 3-O" TO LESS THAN 4-6 3 12'-0" TO LESS THAN 13'-0" 4" 4'-6" TO LESS THAN 6'-O" 7" "' I ,- 44 4• + ei 44 4i ei ei 4'-0" TO LESS THAN 4'-6" 5" GYPSUM CEILING DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE , " �4;�;%;!e;'%%44,% �<i"`it,e��'',!�;',!e';.4%�!4e:!,r';! 4'-6" TO LESS THAN 5'-0" 7" 13'-0" TO LESS THAN 14'-0" 6" 6'-0" TO LESS THAN 6'-6" 9" LouVERs ANDD } THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. Tipp JOIST OR TJI a ALL THREAD ROD ,:44,,4t 44!,Y., r4144;49044,44,43,444744.444.04,`4 r- „ - " 14'-0" TO LESS THAN ]5'-0' 7" 6'-6 TO LESS THAN T-0" 11" SOFFlT BY OTHERS 1 LOFT SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. r ALL THREAD ROD - ' '!11`;` !:+0. :1494 ereserisere-0'40 444!;44 5'-0" TO LESS THAN 5'-6" 7" 15'-0" TO LESS THAN 16'-0" 9" T-0" TO LESS THAN 7'-6" 14" 1" TEES \-SEAL ADJUSTABLE RING HANGER :::;41,:e41:::::4•4404•:',/E , 3:��4P144�O144�4t�4�O14�41<f��y rJ'-6" TO LESS THAN 6'-0" 7" �..iu PENETRATION N TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) RING HANGER -�` ., ��� � j��,.' 4i41�4i41'�<,.i��i�' 6'-0" TO LESS THAN 6"-6" 9"" 1T-0" AND GREATER-0" TO LESS THAN 1T- 0" 14" 1" PLUG C DRY-BARREL ' 4r ,445:44.1*....:�4..1�' �.I1a.A�44A4:44A4:4. /4I LOUVER in �+/ `'� 4,Vd4 ..�..� ;4.� 4.4 �.4 41 41 6'-6 TO LESS THAN 7-0 11 FIRE SPRINKLER t PIPE TYPE NOMINAL PIPE SIZE ( IN. ) ‘ ?M` ,e,•4�° �''''.---4`44.I1�'�\�� T-0 OR GREATER 14" CPVC " Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL �` ' 'y ' 2 3 HANGER #2 OBSTRUCTION DETAIL 5-6 6-0 6-6 7-0 8-0 9-0 10-0 CPVC "NO BLOCK" HANGER HANGER #7 ATTIC PIPING INSULATION DETA L No SCALE No SCALE NO SCALE SP-� �6 v NO SCALE NO SCALE NO SCALE c M A-H.9 6"x2'2"x21 2" ROOF MANIFOLD /' - A-C „ A-D t A-E.1 ®' (2) 212" HOSE VALVE W/ CAP 6 x212 x212 ROOF MANIFOLD A-J A-K TOP OF PARAPET: (2) 212" HOSE VALVE W/ CAP ID � -- TOP OF PARAPET: 157'-4"0 I A-5 (A-4.7 Lu - kb T 1 — TOP OF PARAPET: 157'-4"Qi — a' in ROOF(T•^v.SHEATHING): 155'-4"0 ____ ___I+ cD��� "" RISER qac I � I o . ,_ >__.. 5TH FLOOR PLATE: 153'-0 3i4"0 :21'`' :„ 1 C 1 igi ' i - ell I 5TH FLOOR PLATE: 153'_0 3r4" 11 _.... 1111111111.11111111111111111111 I, o '. (i rr - ATE: 153' Q 314"(� i4 , I I I 5TH F100R PLATE: 153'-( 3?4" / 1 1- DRAIN TO 11i i- I I 6- 1h O EXPRESS DRAIN I' Q I 1 �._�� J� I -11 I� OI ( 3 w o `- ,.. {; CP STANDPIPE 4E11 T: 15T-4"( z m o cn I Q I 6" BUTTEFLY VALVEii:' '�` C �' "' NORMALLY! CLOSED 212" HOSE VALVE W/ CAP NE U 4 a I' b" BUTTERFLY VALVE I h 1 W =� NORMALLY CLOSED 3 o Q �w� o 12" HOSE VALVE W/ CAP , '� I a ��� L. 2'2" HOSE VALVE W/ CAP of N) "' "`E)`/) I 1 I %Il .> CQ O - rs ai a n euv���EL 5{T.t1-SHEATHING): 143' 11 5?8"� 11111' I ff •I 1. r 7 • I r\, I �� ,* w j I ( I I 1° :' : '': " LEVEL 5(TA.SHEATHING): 143'-11 5l8"0 .=� �l'giaa p ' • 3 fj),SER CLAMP r (T.0.SbIEATHING:: 143'-11 518" S° s" RISER CLAMPLEVEL 5(T.O.SHEATHING): 143'-11 518" N . � * . KA/ ' f_,11: � cl 0 I 1� L i 1 0 I �' .'7-.•. �� �` �' �" Fl OR COhrRnl N I � �s iy r RISER MANIFOLD I 1" DRAIN TO 112" I' - EXPRESS DRAIN I ItiLl I � �4r C r:r I !,I 4TH co CO i I' 1 't .. � O i ,yrs � �� ' 12" HOSE VALVE W/ CAP =` =` I I r� I I . 2 2 HOSE VALVE; W/ CAP f II N7: " I ' M e oowr res ra I I212 HOSE VALVE W/ CAP O } rr000 ju���,� /' f 1 I 1. ".'�Orrz ^�zr¢ ' /- /- • % I \.. \\ — _-� _ .., "_...f315ER....C!_AMPE P�LFL 4(T.0.SHEATHING): 133'-3 3!4"� =m w ¢o a o I / / /// •,. •-..-, ,• f wma�waJaz a f r oa��3 �w / / 79 I r �r� rNa} o�rr I I 1 ,// �' �r� _ �:1: . _ a ..._...._ `� I LEVEL 4(T.0.SHEATHING): 133`-3 3/4"0 .mom; 1 o o 5 o-o=w rr .n II " ;" - a- € - I , _ _ - - - _ l° .� ' 6" RISER CLAMP LEVEL -1-u.SHEATHING?: 133'-3 314'0 N I w a a N o a}~of 8 9 N > T.O.SHEATHING}: 133'-3 314" - __ ! I I : o.7 1 Q o=a o u" (E`' I I wF 2o2zz cn 2 SER MANIFOLD 11 • N {- I I• =,—,=„ a rri= W DII EXPRESIN TO S DRAIN 'I ce w z O r H o m=x_,H, 11) (D • g d�°0wowa n 2 !I I I 1,212" HOSE VALVE W CAP !!!:!!':'cc ! ';7::-716° rLJ'� WaJ�� ZII 1- = -1 _, r Q ao 2'z HOSE VALrE W/ CAPic 11 om ° * �• " . _ [ O Z a rr ceLL �I r 212 HOSE VALVE W/ CAP O '`� t°1 M ' = W &�� °C oW oa= O JI / ..0 ./ f nr.o I' 6' RISER G AUPLIw`lFl 3 l�.b.SHEATHING}: 122'-7 718'n a oFx o O • �///i // I ! ��_\` f r=Z-HOOOa,XO; IA-A,0 A-B.4 A-B.5 tE_...2) A-B.6 A-F,2 -F.3 A-G.1 -G.2 A-H.3 + A-H.9 c-m-.----,,, �M.1 ''%..' _o ,_an N..-- CD Q1 N N In Ili O tp ZC! 1111111 I I N I I I I I I I O =Q t•_ - - - - - -- - - - - - - - - - - - - - - - - LOFT PARAPET: 165'-9 718" a I - - - - - - I I I I I - - - - - - - - - - - - - - - - - 4 - LOFT ROOF PLATE: 162'-11 7I8" 411,!li,:.. ,,,;,,,,, . InoNoTOP OF PARAPET: 157'-4"ql. w o• I'1 t [ - - - - - J --- - - - --- - - -Q - �- I E L L L I L - - - - - - - - /ROOF lT.O.SHEATHINGI: 155'-4" cC O ja- - - I •— I — — I— 4 — —� — — — — — — — — -- — — — — — — — — — ¢�- 4m_-1 - - - - - 1 - — - - - �� - - - - - - - - - - T T pC 1> - - - - - - , LEVEL 5NiEZZfT.05HEATHING2: 153' 10314" 0 o��4 II __ ._mmm.mT._ _._ :... it �, a 1-av3 a>coinUNIT <NVI-4B> It • 5TH FLOOR AND LOFTS, RESIDENTIAL. OOD CONSTRUCTION WITH JOIST SPACE `° A -w1-14 <UII-,4, <WI-1 > TRASH I I —; I I I I I ► ; 1 •Z UNIT .•.I-10 I L-10 UNIT114FILLED WITH NON-COMBUSTIBLE INSULA ON. NO SPRINKLERS REQUIRED IN 'wro �aie qui u11• �ul—� ii rrrr I _ III I CONCEA SPACE. EVEL 5 EATHINGI .�" m�' hII LEDC '111` - ' I I n r ❑. I I a FC 3) - _ - - - -. ! 11 518" `f4 ��s1 '�111 L TO.SH 143I w " MJI 4B F 2 18" JOIST FRAMING IN UNITS (TYPICAL.* 8 ` . a . k 4+�. 0 < > I I I I ! I I ' � f1.14 UNIT �VI-14� <WI 10> TRASH ,�,��� ; ,�� .,��,� I I �' I �yYl I FA UNIT I-1fl I-10 UNIT W I . ;�II WI 4B k — I I ■ ' — — — — I f 1 — LEVEL 4(T,O.SHEATHING): 133'-3 314" • '• i •r,, -201• ro _ImmoI I I _3o . - ❑. , ii — — — — — — . ! �.Z '<FC-3,I 1— 1 i1 1 I I Q1, ! AN��P �� . KWI 4B> I I I' 14� NIT I-10 I-10 �WE 9> 4. r T- OF '0?\ 'C=s ___ UNIT �4v1 14Fj� <WI 10> ELEV 2 TRASH .. I : NI NWYI !l iiuirn t.,.4.► t — — — — I �� - - - ND —4TH FLOORS-RESIDENTIAL N�IRUCTION W141-I JOIST SPA£E - LEVEL 3(T.O.SHEATHING): 122'-7718" 0 I �n • a g . II ��i I I - I I I I I I Q0 I FILLED WITH NON-COMBUSTIBLE IN '-LS�QA TON. NO SPRINKLERS REQUIRED IN 00,...," „...0,-.--. . WI-4B> I I CONCEALED SPACE. z a O w=0 hi uI-14• UNIT 110 �wI-10> TRASH - �� (VVr'1)�A UNIT L10 I_10FITNESS AWE 9> _ _ oawintaiii�reie ut»iirinil \ T.O. ROOF DECK. 113- oa 4NNI I I - ., w — — A _ — �— — — — — — — — — — — — — — LEVEL 2- (T.O._SLABL112' a"� :';:l: �Z=�Wo�� WFC-1 t ! 1 I I i I 1 I I T—I I i _ i1 voooVVwJC II I vi �~szx2ww{ U7 - kZz �O°.nXg�zLLI Z I I I Ow�}rw�Y w m X] I N W ZZz=LJLI, Qa - C - OPEN PARKING GARAGE <W1-2>— �_ _ CONCREOIF PTARKING SLAB WITH CEILING. SPACE ,� � � a w��w¢~W � - OPEA1 PARKING GARAGE 1 � WE-6 r AS MD I I I I I I . Z-Woo..JoWno O 1— .i L2 M, JW}a w o W J � '� x 5.z�%,- 2 z - --- I L =W�=~, coo�-1-0,1-0 - V I- , , I • I SUSPENDED o 1q11111111 :LEVE 1 SLAB : 100'0"_1 1 . 4 d ... I L_-- v 4-- _� i _�__ i I �_ _ 11 I € �— i — II I I—i I —11 —_ = 1 ( _ ( _ I _ k =iII [ I = 9 _ = e � Q ei —1 — aa <Ia -- I — 1i f 1.___�.1 1 j — I — Z 1-1 1 I ISI �I I a II I I IiISI I IIII I I II �1 I II f I I I — I — — — O —11 -11 1 CL Cr oW =; Z . ( II ( Iof l I ! € I ( IIIF I ' I fI — zOJ=% 8 w 3~a24.,}oo} o O 0 =po?oDaNZ=o? Z G flflUfl N-AA-B A-C A-DA-E A-F A- A- Q!._J AKzo o aJ000�=x� - V- aoFwp=zoo7, E O CO— n3i;a=aio 0 r U O W 2 0 J 2 . = co Z = Q N V] W O lUILDING A - LONGITUDINAL SECTION 1 J w V V, 3 '-0" .- 1 Y 2 %w `� = ax O % W K O w O W J ^ O a Z i c.;__) i A-A.0 A-BA A-B.5 �I A-B.6 A-F.2 -F.3 A-G.1lip A-H.3 A A-H.9 A-K.5 EDA.. cr Z E x L- .. w RC-1 ) I I \ RC-1 LL N '� I I I i I I I w ` - - - - - - - I i I ) I - - - - - - - - - - - - - - - - LOFT PARAPET: 165'9 718" z 5TH F 'OR AND LOF-S, ESIDENTIAL. WOOD CONSTRUCTION WITH JOI SPA L" " " """' -� z - - - - - - - -. I �� 1 - - - - - - - - LOFT ROOF PLATE: 162'-11 718" y J J FILLED MTH NON-CCttBU TfBLE INSLUJLATION. NO-SPRINKLERS-REl• - i IN— I N O Y A -4-14>g� I IL . , <W1-14� �^�` - � CON ' D SPACE. o - \WE 9 I ! 9 WE-9 <WE-9> - o UNIT LOFT RC-1 UNIT LOFT ! _ UNIT LOFT ' I UNIT LOFT ez - - - - _ I -71-17 I- - I - - - - - - - - - - - TOP OF PARAPET: 1ST-4"� w o I R _-_- - - - —I —I Ihil — — — „� — — — — — — ROOF T O.SHEATHING): 155'-4" 0 J - - - - — I - - - - + I - - - - - - - - - LEVEL 5 MEZZ(T.O.SHEATHING): 153'-10 3/4'�mei o ' f �_ � 1 ,-4UNIT` — Q� NIT UNIT UNIT Q� `" a114 ••1-9A I 1 s<WE-9 '' I-14• � <W 9A> :,�� �:+ WI-9A> I-14 I UNIT �I-14� ' Qwl-9A> -. wl-9A -- •. {-14:+ WI-sA UNIT WI-sA A�► B UN �- � UNITHI i r — I I I I I I I - I - - - - - - — LEVEL 5 (T.0�5HEATHING): 143'-11 5!8" 3 �1 <FC-3> • W 0 UNIT NIT 1� 18" JOIST FRAMI• NG IN UNITS (T "ICAL) a N owE s W-9A JVI-14 WI-9A •••I 9A UNIT 1.14 WI-9A '1-UNIT t' A-UNIT WI-1, W1-9A I UNIT WI-9A 1-14 .'•I-9A 14 UNIT :2 - - 1 1 I I I I I I I I I - - - - - - - LEVEL 4(T.0.SHEATHING): 133'-3 314" z II I 1 1 �• I .. 1 • SND 4?F �LO S RESIDENTIAL. WOOD CONSTRUC ION WITH JOIST SPACE I Fc 3� z UNIT` NIT I - UNIT I I I FILLED NTH NO COMBUSTIBLE IN SULAT1ON. NOS INKLERS REQUIRED IN UNIT o <WE-0-- M• --EW-9A> an fin + WI-9A 1-14 -0-140 4W1 9A> - 1) T I - A-- T M� WI 9Ataill LED iPA wI-9A� ]-14 - WI-9A> -411-14, 2x10 J ISTIRA G N CORRIDO (TYPICAL) I I I f I I I - - • - - - - LEVEL 3(T.O.SHEATHING): 522'7 718" I I I KFC-3> II • I I 1 1 I 1 j I I I I I . I-I UNI IT� = NIT sam, = _ __--��_--- ---- I = _ _iA UNIT I- GAMtr, _ g E ROOM<WE-5>-� 1-14• <W-9A> 1 MP ism 'w-9UNIT -4I-140 -<W1-9A> :4W-1)1-UNIT qINET '�vvl-,1> WI-9wI-9A - 14 1.9A i I 1i — 1 1 1 ! . , , —' � — � ' - 1 .- 1 1 1 _ - -1. -1-- - T I — I ROOF DECK q �n _ T.O. ROOF SDECK: 1123'-40" & LEVEL 2 .O. SLA : 110" oz--O - ___ _z _ _ _ PET SPA I : _ _ --� - I ME , BIKE OO - _ =_ _ _ � C - -_ _ _T _4___ CRE PT B WITH SUSPENDED CEI I D S ACE AN--VE= :== � LEVEL 1 T. LA : 10o IHI — Ii1 7" _ teI • " — QU i-111 1I _ 1_ i s iI f — Hr111 — I I L 111 II ill 11 II I I I ill I I III = __. ,_I _H — 11 11ii i ' 1 1 . 1 — 11 I — I I 11 1i I HI _Hi ',li — _96 c' ill I I I I1 — _ FI 1 I , I = 1 - ; I— _ _- 1-1 LUD Ce ,c GO < GO g i--"-- A KA A-B A E:---1:� A F A- Cin-k-F-D1 A-J J CAD AM (AN OAK STREET APTS \. _._,-/ _ BUILDING A FIRE SPRINKLER SYSTEM OAK STREET APTS 9000 SW OAK STREET O E UILDING A SECTION - LONGITUDINAL SECTION 2 TIGARD, OR 3/32" = 11-0" SCALE AS NOTED KEYPLAN, DRAWN BY: AM & TK CHECKED BY JN ISSUE DATE: 4-20-18 /2\ JOB#: 603869601PROJECT#: ' JOHNSON CONTROL©COPYRIGHT' PLAN SYSTEM: NORTH LI 1 .u s— BUILDING A 0A6 SECT 10 ` P LA \ i SHEET: Veimir 0 2 4 8 (IN FEET) SECTION PLAN w U) w U BUILDING A a SP-201 im M TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations Design Maps Summary Reporto o SimplexGrinnell SimplexGrinneil ailliffillallit User-Specified Input Project Address: Oak Street 9520 10th Ave South,Suite 10 Project Address: Oak Street 9520 10th Ave South, Suite 10 �� c" Report Title Oak Street Seattle,WA 98108 FI� B1 Seattle,WA 98108 •N o N Nco Tue March 6.2018 23:41.1S UTC 9000 5W Oak Street Powerngj vs ressWta<1Gwxfa 9000 SW Oak Street Ftweanggusy, 5 ter in ?N Building Code Reference Document ASCE 7-10 Standard xa C 0 CI-W (which utilizes USGS hazard data available in 2008) Tigard, OR Tigard, OR Site Coordinates 45.44407°N, 122.770810W Jab# Jab# 0 13 Calculations based on 2016 NFPA Pamphlet#13 Calculations based on 2016 NFPA Pamphlet#13 Site Soil Classification Site Class D-"Stiff Soil' 0 Risk Category mum Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components C 0) t o ..._ E # TOLCOTM Component Fig. Number Load TM q a -1.- � Maximum Spacing 40'0" (12.19 m) p AdjustedMaximum Spacing 40' 0" (12.19 m) TOLCO Component Fig. Number Adjusted Load -Illi boreV uJ =ow " T 0" (2.13 m) Fig. 1001 Clamp 1425 lbs(646 kg) T 0" (2.13 m Fig.4LA Clamp 1131 lbs(513 kg) 0 F o o pi r' i a n d Maximum Brace Length Maximum Brace Length ) atvcl tun* Bracing Universal Swivel 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Bracing Material 1"Sch.40 Bracing Material 1" Sch.40 m o,rncn Angle from Vertical 45° Min. "Calculation Based on CONCENTRIC Loading Angle from Vertical 450 Min. "Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOT"components only.Use of any *Please Note:These calculations are for TOLCO components only.Use of any other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. a+n „�„ -�" 'i' "° Least Rad.of Gyration 0.42" (11 ��f y mm) Least Rad.of Gyration 0.42" (11 mm) Assembly Detail Assembly Detail ." Lio F LIR Value 200 LIR Value 200 K4! ‘,if("7„.3- • �. ' 'e Lake Oswego Max Horizontal Load 1310 lbs (594 kg) Max Horizontal Load 1310 lbs (594 kg) � ' , Vii" r y TOLCO FIG. 9S r •' • l�' TU.c l atni Force Factor(Cp) 0.51 ATTACHMENT ( P) . :.ate"oma...___. UNIVERSAL SWAY BRACE """"TI•`'"`" \ illY- ' Force Factor C 0.51 .�F.nK R ,iy t:-', STEEL PIPE 1a , ' sruee.,o� '�) I FL.^rrt�`a..F�J Sherwood r Fastener Information •� Fastener Information ! ��� ' a. .:je-` ,:17 - • ',mss'c ILRACEAMCAWO USGS-Provided Output Fastener Orientation NFPA Type B i J Fastener Orientation NFPA Type B '.�� ss =0.979 Maximum Load °� It �• Maximum Load "g SMS = 1.085 g SDS= 0.723 g 632 !bs(287 kg) 632 lbs (287 kg) 4,.:4 0 Q w, , ,= } Si = 0.4259 SMI =0.6698 SDI =0.4469 Diameter .=a.';oOw-0a� I' r, ,,00aw�=wia© Diameter TOLCO FIG. 1001 i '� I---I I w- z >a 1121n. 1121n. ,-T u m a 5 a o C w g p FAST CLAMP y - a�czox oxw� For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted)and 4 4 wsa. �.� W.0.,„ „,x� 3 Length 3 3/4in. Length 3 3/4in. " `-'°`, •t., .,-,=- <-<=5 ‹_.. deterministic ground motions in the direction of maximum horizontal response,please return to the application and = o 0 0 2 m 0 o w E select the"2009 NEHRP"building code reference document. p-o z ~it-o _s«w 0 Type POWERS POWER-STUD +SD2 Type POWERS POWER-STUD +SD2 O w °ti o a},-98o2 j i��~��si�ipzww CC M.i rr ise s :_ :rte _?c +�e» ise Saettr Brace Identification on Plans SB1 I Brace Identification on Plans SB2 © o M g w Q a w .... CC _. -- 1 Orientation of Brace Lateral I Orientation of Brace Longitudinal I © LLI `-1 iY - � w :;;::::::::; ,.7, to _ Braced Pipe: 6"Sch.10 Steel Pipe Load Information Braced Pipe:6"Sch.10 Steel Pipe Load Information ;I- TF `41ryQ w g ZwwTa�-i.w Z.n�a� \\N'...4%,................., .,_ :, •, Size and Type of Pipe Total Length Total Calculated Load Size and Type of Pipe Total Length Total Calculated Load o w } „40 I- az,aiNZrs LJ'-0-i J ak 6'Sch.10 Steel Pipe(152.4 mm) 40ft(12.2 m) 470 lbs(213 kg) 6"Sch.10 Steel Pipe(152.4 mm) 40f1(12.2 m) 470 lbs(213 kg) �' Z >1-a c1-.o 4 x Q co H $Z m a N= lJ J 0 Ossa- =ceaoaZ O C) z � 4ap�c=�a� ,,,,,„,T„ K J J Z c F Z_c,.0„,...,„, O=Z . K Y I I ! I I I I I I I I I I I I I I Fa�zr000amoJ Z '' �oz=a=Fwx�Qa U , 1. 2x10 FRAMING IN CORRIDOR ,1 o w o w LLO 0 w '°.:3o a� n C C.,a 3a' t ce ,:c:, ,C= I r., E ir, :,1Y; 2. 4x4 WOOD ADDED FOR SEISMIC ATTACHMENT 5-w a o o,_ .6 O 0.r-;.oe'T.'i..,_•'..1 Period.F'set-) z a 7 W 1 r Z 3. 3/8"x312" LAG. (2) ON EACH SIDE Z o g '^o-H> � 4. 3/8"x31 2" LAG AND TOLCO 980 ATTACHMENT o o a w 0 ccoCate. =o =r o z p F Q$ z o Q z .a�a<mat.-c Percentage added for Fittings and S rinklers115% 70 lbs(31.75 kg) Percentage added for Fittings and Sprinklers 15% 70 lbs(31.75 kg) I o z 0 0 3 r- Z o i-- For PGAM,TL. CRS,and CF�'alues. please view the detailed report. 9 9 P 9 9 P I a�o 0 0��J�s�w SEISMIC BRACE ATTACHMENT LA�=ZoE� ZZ,_= Total Adjusted Load of all pipe within Zone of Influence 540 lbs(245 kg) Total Adjusted Load of all pipe within Zone of Influence 540 lbs(245 kg) I a_ =W=d w it,w cN Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the NO SCALE m ? m 3 s=i a a accuracy of the data contained therein.This tool is nota substitute for technical subject-matte knowledge. TOLBraceT"Version 8 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"Version 8 Use of TOLBraceT" is subject to terms and conditions per the end user license agreement '' o z o'w aa tlJ I - H dm N J Z Zz O Z U 7 K U _, N Y "' 2 E " 4 a - w TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations 0 J SimplexGrinnell SimplexGrinnell SimplexGrinnell SimplexGrinnell z Project Address: Oak Street 9520 10th Ave South,Suite 10 Project Address: Oak Street 9520 10th Ave South,Suite 10 Project Address: Oak Street 9520 10th Ave South, Suite 10 Project Address: Oak Street 9520 10th Ave South,Suite 10 to g Seattle,WA 98108 F LT•N Seattle,WA 98108 FsTiN Seattle,WA 98108 F 11'N Seattle,WA 98108 F_'•N 9000 SW Oak Street i l'mggus r4 WO** 9000 SW Oak Street ftliffiNij pin Yesxhavee 9000 SW Oak Street PPAION 8051PISSVYoffdrti?us 9000 SW Oak Street Pow/in; Efig0,114 i z y E o_ a. co Tigard, OR Tigard, OR Tigard, OR Tigard, OR w V = ..= Calculations Job# Job# Job# LL Calculations based on 2016 NFPA Pamphlet#13 Calculations based on 2016 NFPA Pamphlet#13 Calculations based on 2016 NFPA Pamphlet#13 Calculations based on 2016 NFPA Pamphlet#13 x _ _ a r Brace Information TOLCOTM Brace Components Brace information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components Brace Information TOLCOT"' Brace Components N Maximum Spacing 30' 0" (9.14 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Spacing 60'"0"(18.29 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Spacing 30'0"(9.14 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Spacing 40'0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load a a. Maximum Brace Length 7'0" (2.13 m) Fig. 1001 Clamp 1425 lbs(646 kg) Maximum Brace Length T O"(2.13 m) Fig.4LA Clamp 707 lbs(321 kg) Maximum Brace Length 7' 0" (2.13 m) Fig. 3000 Clamp 707 lbs(321 kg) Maximum Brace Length 7'0" (2.13 m) Fig. 3000 Clamp 707 lbs(321 kg) Z 0 a. - Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) 0 "Calculation Based on CONCENTRIC Loading ° Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. 'Please Note:These calculations are for TOLCOT"'components only.Use of anyAngle from Vertical 45 Min. "Please Note:These calculations are for TOLCOTM components only.Use of anyAngle from Vertical 45° Min. "Please Note:These calculations are for TOLCOT""components only.Use of anyAngle from Vertical 45° Min. `Please Note:These calculations are for TOLCO"components only.Use of any " P Y P P P Y other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. $ Least Rad.of Gyration 0.42" (11 mm) Least Rad.of Gyration 0.42" (11 mm) Least Rad.of Gyration 0.42" (11 mm) Least Rad.of Gyration 0.42" (11 mm) r Assembly Detail Assembly Detail Assembly Detail Assembly Detail UR Value 200 LIR Value 200 LIR Value 200 LIR Value 200 -A 1310 lbs (594 kg) 1310 lbs (594 kg) 1310 lbs (594 kg) TOLCO FIG k 1310 lbs 594 k TOLCO FIG.980 3 Max Horizontal Load Max Horizontal Load Max Horizontal Load UNIVERSAL $v;�, Max Horizontal Load { g) uNlvt RS L SWAY TOLCO FIG. 9817---_.. FLeg r4LCp Ry qp 2 UNIVERSAL SWAY BRACE ., ,"�, BRACE ATTACHMENT BRACEATTAcl�ta4ENT Force Factor(Cp) 0.51 ATTACHMENT Force Factor(Cp) 0.51 .o Force Factor(Cp) 0.51 Force Factor(Cp) 0.51 �V 0_,.. " v • STEEL PIPE ` ' -.ct wa TOLCO FIG.3000- T�3LC0 FIG.3000 Fastener Information =�� Fastener Information Fastener Information SwAI BRACE Fastener Information "�A'"t}RA i' • ATTACHMENT ATTACHMENT j' _ �� /+ 111.10A cuwihi \ /-, t t1 - /'" Fastener Orientation Fastener Orientation , Fastener Orientation -: ` l Fastener Orientation E { NFPA Type B f NFPA Type B NFPA Type E ♦ Type g _+ . NFPA T e H I Maximum Load 632 lbs (287 kg) °�a �* Maximum Load 632 lbs (287 kg) 4j Maximum Load 230 lbs (104 kg) • l r ` STEEL PIPE Maximum Load 215 lbs (98 kg) r STEEL PIPE z,..'.' .01 -y * l 0. \, (' Diameter TOLCO FIG. 1001 "� Diameter . - - ,. ----. DiameterDiameterf 1/2in. FAST CLAMP 112in. g v-_ . 1/2in. 1/2in. Length '46- 4 4 Length 3 314in. " "" `'f"`"""' Len th \ 3 3l4in, Length 1-112in. Length1-1/2in. Type POWERS POWER-STUD +SD2 Type POWERS POWER-STUD +SD2 Type Through-Bolt Type Through-Bolt Brace Identification on Plans SB3A Brace Identification on Plans SB4A 'Brace Identification on Plans SB6 Brace Identification on Plans SB6 I Orientation of Brace Lateral Orientation of Brace Longitudinal I Orientation of Brace Lateral I Orientation of Brace Lateral a Braced Pipe: 3"Sch.10 Steel Pipe Load Information Braced Pipe: 3"Sch.10 Steel Pipe Load Information Braced Pipe: 2"CPUC Load Information I Braced Pipe: 2"CPUC Load Information v c Lu c. Size and Type of Pipe 1 Total Length I Total Calculated Load Size and Type of Pipe I Total Length I Total Calculated Load Size and Type of Pipe I Total Length I Total Calculated Load Size and Type of Pipe I Total Length I Total Calculated Load 3"Sch.10 Steel Pipe (76.2 mm) 30ft(9.1 m) 121 lbs(55 kg) 3"Sch.10 Steel Pipe(76.2 mm) 60ft(18.3 m) 243 lbs(110 kg) • 2"CPVC(50.8 mm) 30ft(9.1 m) 34 lbs(15 kg) 2"CPVC(50.8 mm) 40ft(12.2 m) 45 lbs(20 kg) mo 1.25"Sch.10 Steel Pipe(31.75 mm) 114ft(34.7 m) 147 lbs(67 kg) 1.25"CPVC(31.75 mm) 108ft(32.9 m) 59 lbs(27 kg) 2"CPVC(50.8 mm) 20ft(6.1 m) 23 lbs (10 kg) o 1"Sch.40 Steel Pipe(25.4 mm) 32ft(9.8 m) 33 lbs(15 kg) 1"CPVC(25.4 mm) 112ft(34.1 m) 39 lbs(18 kg) 0 I uJ a o a J UJ W < Cil M Percentage added for Fittings and Sprinklers 115% 45 lbs(20.41 kg) Percentage added for Fittings and Sprinklers 115% 36 lbs(16.33 kg) Percentage added for Fittings and Sprinklers 115% 20 lbs(9.07 kg) Percentage added for Fittings and Sprinklers 115% 10 lbs(4.54 kg) OAK STREET APTS Total Adjusted Load of all pipe within Zone of Influence 347 lbs(157 kg) Total Adjusted Load of all pipe within Zone of Influence 279 lbs(127 kg) Total Adjusted Load of all pipe within Zone of Influence 152 lbs(69 kg) Total Adjusted Load of all pipe within Zone of Influence 78 lbs(35 kg) BUILDING A I I TOLBraceT"Version 8 Use of TOLBrace"is subject to terms and conditions per the end user license agreement TOLBraceT"Version 8 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"Version 8 Use of TOLBracer"is subject to terms and conditions per the end user license agreement TOLBraceT"Version 8 Use of TOLBrace""is subject to terms and conditions per the end user license agreement FIRE SPRINKLER SYSTEM OAK STREET APTS 9000 SW OAK STREET TIGARD, OR SCALE AS NOTED . DRAWN BY: AM & TK CHECKED BY JN ISSUE DATE: 4-20-18 JOB#: 603869601 PROJECT#: JOHNSON CONTROLS©COPYRIGHT SYSTEM: BUILDING A SHEET: SEISMIC CALCS. al in W U a` N SP-301 x r,