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Plans (16) FPS2O18 -00038 PLEASE PROVIDE SURX COMPLETED NEPA 13 RECEIVED MATERIAL AND TEST 014 1 CERTIFICATE AT I FINAL INSPECTION Air:* .� � APR172018 v N, o 14 . CITY OFTIGARD T ,.....c7,SITn.� _ � u � Y �` oNN Y Li,. m c O e.i ., ..:, �LL „.._ pEla il in Co � o BF2 z0, loc u rr: Lu> < ci t\ I I , 1 f i I w 4 N�cx II DCVA .� 11 uw ,45w �� i - aFZLaz ¢O ll . se e .* (1 ' o :_iei.,a.:ss:.to.E.5,,•:4% .Zl . `,.., i / • I � ,iri -2("0:-' . .A s a3UlLDI \ G A - �o � :' = .i,o o o o .,._ _ BUILDING 3 „'I �mN< wELEV 11 '�' © 0 UELE3 • . . f OD' LU © LI•nil I uKI ELEV 2 - I - = �a �zww �ONa� ^w za zz au'oi W .l JI . vY fnW tt . ce HOz .OQ tnI- !2! Z�Z ' 1~::, = KY QOoOz Jm EW - 7 . - O O ,w ON V , • ._ LII z 1 ' el a.0a L. II HI f ^ Zz¢, QJ(.0! Z = a��oONza 511 0 z~ �w=LTE cc 3 gp Zf I J abawz w 0 Ii 0 : I! Z i OOx z Z Q N aUZ i. - , Orazz0 O U' a 1 . I • + – ,-..,„,7].„mWza oZ0 NI 1 0 E3 C.; NINO .1- , CS az� gWZt wFw = rv�_. N }` 1 ._ 111J , w Ozcgi �yY, ., , POOL EQUIP. j — ;189 SF „\ _ ' m w �� m 12J �._...-•-....+_ —� E-I f-D.- o } W 0. U 0 ai . } V, Y ....4' TO SPRINKLER FDC '•,• = a c, 0,... � p�J D3(BY OTHERS) CO a o ... ... {BY OTHERS) R I ID 11 ,,„ 0 00 1' TO SPRNKLER FDC I�pf J (BY oT€RS) (may (Y O1F R PE FDC a /�Y — a W CC J N Y Z ._0. . n rw c ..- l'S a Eto x o iA = 2 K Y1 W V O 0. Y Z Z K a ti O } a L_ f. N O E PLAN NOTE: SITE PLAN PROVIDED FOR INFORMATION ONLY. ALL DESIGN AND INSTALLATION IS BY OTHERS. NORTH SITE PLAN } SCALEt t : , ,6" _ , -0" -_-_—� OFFICE COPY &Al& c .4: Garden Home 0 8 16 (IN FEET) 32 . CITY OF TIGARD f + REVIEWED FOR CODE COMPLIANCE i 4.1 Approved: 1 1 Fan �� OTC: ] 1 Suite #: — ;_ w t.".:. Y, Sh, E -t_c)y By: Date: �- - ti NOTES .+ d �C" JVrr - w t/ ? lzf 1ST FLOOR PARKING GARAGE/OFFICES/MECHANICAL/BIKE ROOM. a ,► Portland Park CONCRETE PT SLAB WITH SUSPENDED CEILING. HEATED SPACE ABOVEce 1� ii TRUCK SUSPENDED CEILING. WET FIRE SPRINKLER SYSTEM WITH DRY PENDENTS. LU Or ' 217) 2ND - 4TH FLOORS RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE SCOPE FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN o ik >� SW Oak St, /IP ARSO�E► CONCEALED SPACE. WET FIRE SPRINKLER SYSTEMS WITH FLOOR CONTROLS. 1 DESIGN AND INSTALL NEW FIRE SPRINKLER SYSTEMS IN NEW APARTMENT BUILDING. ��� Portfand 2 JCI TO START AT SUPPLY LINE FLANGE 1'-0" ABOVE FINISHED FLOOR IN RISER ROOM. 3 Tigard, OR 7223 ,ro�r 5Th FLOOR AND LOFTS, RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE 3 PARKING GARAGE STRUCTURE WILL BE WET PIPE SYSTEM. SYSTEM WILL BE DESIGNED AND Q re, k Coil -Sylvan 6 o FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN o INSTALLED PER NEPA-13. SPRINKLER PIPE WILL BE INSTALLED ABOVE ACOUSTICAL CEILING ktsta' X11, CONCEALED SPACE. WET FIRE SPRINKLER SYSTEM. THAT WILL BE HEATED. ace a. OAK STREET APTS1 axr GENERAL NOTES SW Wal ION 04 , SHEET INDEX BUILDING B 1. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA SP-100 SITE PLAN / GENERAL NOTES 13, ?013 EDITION, STATE AND LOCAL CODES, AND AUTHORITY HAVING FIRE SPRINKLER SYSTEM Ti 9 ad _, . ; SP-101 1ST FLOOR, PARKING GARAGE, OFFICE (AHJ)JURISDICTION AHJ REQUIREMENTS. SP-102 2ND FLOOR, RESIDENTIAL 2. 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: 8300 SW OAK STREET SP-104 4TH FLOOR, RESIDENTIAL • PAINTING AND/OR PREPARATION OF PIPE. TIGARD, OR SW G ale St 99Wj SW ba a St . WIRING, INSTALLATION, CENTRAL STATION MONITORING AND/OR FIRE -' -- SP-105 5TH FLOOR, RESIDENTIAL ALARM ANNUNCIATION. BonitaSvtiWM0 Rn 4; IBonim Rd ,t '�`'_.' SP-106 5TH FLOOR, RESIDENTIAL LOFTS / ROOF • INSTALLATION AND/OR TESTING OF UNDERGROUND FIRE PROTECTION SCALE AS NOTED WALLUGA SP-201 STAIR RISER AND STANDPIPE SECTIONS SUPPLY. V � ' SP-202 BUILDING SECTION CAULKING AND/OR SEALING OF PENETRATIONS THROUGH FIRE RATED DRAWN BY: AM & TK �,C ASSEMBLIES. CHECKED BY JN '_ ici SP-301 SEISMIC CALCULATIONS 4. IT IS THE OWNER'S RESPONSIBILITY TO RELIABLY MAINTAIN ALL AREAS WITH ISSUE DATE: 3-20-18 Lake GrovrJOB#: 603869601King ' e SPRINKLER PIPING AND COMPONENTS SUBJECT TO FREEZING AT A MINIMUM � � „„ _ OF 40'F. ANY REQUIRED INSULATION AND/OR FREEZE PROTECTION IS BY PROJECT#: V. OTHERS IN ITS ENTIRETY. JOHNSON CONTROLS©COPYRIGHT . 5. ALL 1"-2” THREADED PIPING SHALL BE SCH. 40 BLACK STEEL WITH SYSTEM: SW aura, Rd SW t� rc. : FIELD / LISTING NOTES THREADED C.I. FITTINGS UNLESS NOTED OTHERWISE (U.N.O.). BUILDING BAi ryar�t 5r. n b Bing Cook 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. 6. ALL PIPING 13"-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. 7. ALL SYSTEM HANGERS AND EARTHQUAKE BRACING SHALL BE PER NFPA 13, „ 3 ALL GROOVED COUPLING ARE TO BE RIGID TYPE U.N.O. (IMPORT) CHAPTER 9 AND MANUFACTURER'S INSTALLATION AND SPACING PLAN 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) REQUIREMENTS. SITE PLAN NORTH 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 8. ALL DIMENSIONS ARE TO GRIDLINES OR FACE OF FINISHED WALLS AND 6 ALL HANGER RODS TO BE FIELD CUT MEASURED FLAT ALONG THE FLOOR U.N.O. V I C f N I TY NAP 9. ALL PIPE LENGTHS ARE CENTER TO CENTER AND MEASURED ALONG THE LT, diA)L 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS SLOPE U.N.O. a SCALE: NTS 8 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS 10. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER N PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR THEIR STRUCTURAL SP-100 x REPRESENTATIVE. b . I MAXIMUM SPACING OF STEEL BRANCH LINE RESTRAINTS • . d t, 0.50 < CP 0.71 \ _�b - r • _�a p • .a PIPE SIZE MAXIMUM SPACING ; / d a r • � -, _ .- c b b .c 111.111 CV --A: 4 �^ •w d • ''. �II ,;� l€ 1 1/2" 41'-0" z� "x2Y" KWK BOLT TZ (1"-4" PIPE) 3/8" INSERT ANCHOR 1/2"x3Y" KW1K BOLT 17 (6" PIPE) • INSERT ANCHOR 2" 45'-0" _.. _` 3/8` TOLCO FIG. 75 O ROD COUPLING 3/8" ALL THREAD ROD END OF LINE RESTRAINTS: 3/8" ALL THREAD ROD `� ALL THREAD ROD AT THE END OF EVERY LINE BRANCHLiNEhi-k Aa . :: .,.., ,EXCEPT LINES THAT HAVE LESS THAN 6" _ • OF ROD FROM TOP OF PIPE TO THE ATTACHMENT TO THE BUILDING STRUCTURE ASlAn ADJUSTABLE RING HANGER ADJUSTABLE RING HANGER ; `` 0 ., PER N.F.P.A.13 2013 SECTION 9.3.6.5 C W C 41),, �� l �� �� ���*� TOLCO FIG. 25 0 w 2 IV �%1 ADJUSTABLE RING HANGER z 2 WY _ == ..m- = U u°°-t j 0 ■- 1-o �.. HANGER #1 HANGER #4 - .x .,.__., NO SCALE NO SCALE LR, END OF LINE RESTRAINT 1"T 1 Q w f,..., , Vl �Gn L NO SCALE V 11 TOLCO FIG. 25 SURGE RESTRAINER 00. 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I 1 i IL « - ' ' 1 A I. .... ...... �, •:r , -.,..,.-...... ,i X X X X X X 3d !yr ' -. 1 1, r� i -d ,-I # I i I I 1[M.SfI ' i j j ; Remote Area 1 FlDrina Heads 19 Start Head PSI VARIES ! - ! , IStartQFT Header CPM VARIES ` j #2 • I ROOM i i i Wet / Dry WET Density D.,s 1 i ! I' I I i Hazard ORDNARY 1 Area 1500 o " b #1 I NOTES I I Code NPA-13 Len/MBd Ratio 1.2 EieY-Hd to Riser (") J N { - I * rr p, I I I Construction NON-COMBUST Max Velocity 13.7 PSI -Hd to Riser i = i 11 z/ t 112 ! '. I I I PSI Source at Souorr 103.9 TYGPM RCn�at Source 606.5 Inside Hose --- rMs I I ! .o O 5 1 ! - _ I• 3-3 0 1 1ST FLOOR PARKING GARAGE/OFFICES/MECHANICAL/BIKE ROOM. PSI Req'd at Source 71.4 Duration of Source --- Outside Hose 250 o co rr �i -- ! N p #1 I I ` CONCRETE PT SLAB WITH SUSPENDED CEILING. HEATED SPACE ABOVE Safety PSI 32.5 Req'd Source Volume --- 1,2iar.; ; � i `� #2 • i ` SUSPENDED CEILING. WET FIRE SPRINKLER SYSTEM WITH DRY PENDENTS. NOTES: 119 "I 1zz, / 1I,i / 1=2 11e 1+2 .7 , f 8-0 DR N ��.+ 8-01 1 4-6 3-6 4-B 2-1s 6-6 ::_ j I• b �k f3 ir 3 .p r J • •• - • . 10- i I I In 1 �. i 512 ° ` - I «g• 1 1 ! I _...__. .0 i-J,.- ,-...........:..:.._.,..,.._._.-_._..._,._....._.. _..:... -� _._ -_ ALJ..-� 7.a'' fA Sif; , (1-31-5) A,-) 1B-E:. 1 � 1 E fi 1g F In i N V 12-112 2-10 19-6 u) I 1 4;‘) / - (B-8) T 1 OMNI • ----- - -- I-__I_ -.- =-=-- -- - - - 4 _. - ------------------ I Z ,-i. .-A,`. _ - rt.1.... 2.‘-1-' ,- ,r r r DRY � --TORY DRY DRY • "Fr' DRY DRY B-6r'3 I tt2 1'2 r. 112 11% 112 112, DRY 1+z 11 112 . 112 112 . I I - • / W n ko. 7 ti-0 .\ k -f4-6 - -6 4-8 o 2,\87:_ 7-6 4-6 3-611/ B-D .� k t>-8`►, I - - v 1_ cC�` k ,, � 1 , i.1 417-14' `.. ! N I 1� j - } CS ►4 a t 4 . • ; b _ E _ e Q J 1 I I ` 8 UG SUPPLY / a@ Si.. o o I 1� . .` ..-� 4 .s _ _. .11 , A;'� :ir;�• .z <4 "011_ , . : .4 - I #2 (BY OTHERS) ♦- •' 0-8 2 0 0-8 I I , , = E I •• 13 - I / ri ` I _ II - I c I PARKING .; 1-___ µ !__ _._ __ ----__I►. 4- TO SPRINKIJR 1•� ;e;,i -,fir 0 I I I GARA Eii, # 6 ( Y OTHERS) • _ .: I i I .._-. _ _.. FLEX 0-1012 iC,. . .. a 0 1� 0 9'-11'AFF ! , FLEX Q i 1...._...... :,, _ _, 4" CHECK VALVE I U B S {{ 1 ' J I I ' 6" TO STANDPIPE w' �:� i ' I I U I 1 1 -t (BY OTHERS) • N N I Lu 1 �`.- I �� vJ - 1'-71• 1'-1• 2'-0' ` I ro01°I ' M 1'1 _.-. . II JJ I DRY DRY DRY C IX2Y.� Y 4 DRY ={ - -• IXtY DRY ► .� I f0 , 0 0 .1 2 1'2 112 1+z 112 1 is •� 112 112 11 1•_B �,; / / _ i / / I ! 8-0 - 8-0. 4-6 3-6 /,445 - 3-6_�3.- T i 8-0 -8-0 04 • . 3" RISER MANIFOLD W -1 ii Cf I 1 �, #'� o #1 I i Cf I 1 I' I 4 > r:; ri W/ PRESSURE RELIEF VALVE I I u=i Q CC .. i { .. 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"•' x >4r r . u, 1 � la-lg 9-0 7-5 41. \soil I Gv Xi: / r / �� __....„..___...., fr-- .. .. r-N to I ;' l SW - n_ j Q. i v� f-1 ( I, O V I _ 1--, W F I \ 114 11 4 .T' 114 r 1 i s --1-- 1 _ I -a - W `< .11 \\ Q Q E14 „ � 1 2-5 j4-2 S-8 AB2, Iw w • �1 � 1 ° 3■ n W i~ o lb I I " \� I , "� ji, 114€ 1 .1 O 1 I - DRY 5ArpAli ' I '""".r _ .. EENilLc - - I 1 4 14 11 /. ,14 11 114 1/►IL 11111 r I 1 r v d` a 6-71 - I<�7 IIl i9'1 7-7 i I i i 1 .4 I o a a a - 4-2). H5 I C p N .648 III iO 0 I N a 1 i J / -� i i i- I 1 I c° ! •` `� i 5'-9" 5'-9 " 6'-1 " 5'-4 " i 5'-4" 6'-2" 5'-9" 5'-9�" j 5'-8" 5'-10" 4'-10" 71-2r 4'-113." 6 -1 5'-9r 5-9 6 -2 5-4 5'-4j" 6'-1}" 5-9 5-9r ' 8'-3' 5'-5�" - 4'-10" 6'-91" - - 7'-2r r•1 1 -----1 I .............1 I I I I i \I i I J g �� I I „ I I 1 -� a r r r :1a1 i r Til ) 11 i I i O j 1'4 N I 114 • 114 .1 Ke.e 1 . CONNECT TO CI-UTE NOZZLES AS NECESSARY 1 I 21-9" ~ I j - , i N o W o 0 //J/ 4 I I I j . i In i " . 1 // 1 1 4 1 1 4 1 114 � j I I E_s t \ ti„ ^. `.' c, ^ Tr-La • C s-r 6-1� - i TRASH �t z E - D.6 B-E.5 B-F.4 B-G.6 B-H.6 B-J.6 B-L.1 !I ' U ! 1 6's}�StovtPe w/ \..._. ' �/ \-_____./ \ / \ / \.._/ \ _.2 x it c c I « i a it i OOR CO '•"�. I z'1 Hale Vu i17 \ U i U SECTION 2, SHEET S�I SEE SHEET SP-201 ■ u • . • w 0 0 - AIRCD a Y N T -sr IT r I f /-\ I . N o n d j 1 r 114 O 1 iTIJ`- . :sr 422 LL .1 o $ in it 6-7 2-31: 2 - !z 10-9 11-0+1 a m m w SEE DRY3!1:16,141/44 1 114 111 lit'. "' i ti/ - 1 z V L I RIL I rd7-4 O t�1 13-3 r Z x s s = It , jE! I1 ( I r NOTE _ _ _ _ _ r. 0 Bi x 1 1 S1 ea la 0 "' 114 11 .414 114 9-511 O 2ND - 4TH FLOORS RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE \ • 69'2 .72-.5 2-111 6-7 ! FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN Y r • -30 I - \ / - r CONCEALED SPACE. WET FIRE SPRINKLER SYSTEMS WITH FLOOR CONTROLS. * *'' 0 . /in , � • \ I 1 - • \ S 1•• Z in • C 1 * n 12 4 f0 11 I f 114 a 114 114 a 1 �y SIDEWALL ! / \ 4-8 1 92-1011 6-111 v 3-1011 1� - ® 1� I' I nla wiLL1 1 \ 7y3 5-3 2;7 �T2 8-811 CO o r J GO O1 1\ /1 I 1 I I 1(-1 l)1 I/ \I [ d N L ,i u--i, j1 p G ,§ 0, / .. , , .N .>. M j 7 , 1+4 I 11. 11 _ ' �: 4 . 1+4 .in 114 � : � ' j14 114 - 1 1`� 1 174-311- illa 4-7RirWillii I B-5 �d' 4-1111... 0 4-312 �I 1 AO •V. I i .0 / 1 illa c 1 0 kial \ IPI I i (\• • inki'-( A ,...._.] . ! �4 - I E O -5 1 B4K-__, I• in l _ SEE DRY iIDEWALL 1 114 1 1+ 11,_ 114 114 1 p�Y SIDEWALL `TAIL IPI 9 13-7+2 a B-I .• !'. 6-� ��.. _. ! 13-712 1�� a 4•-E 'S 1 IL II1I >F1 .I B4 i 1 z in N. /1 wog I Imi •_l I� /1 U' t- I, \J I 0 I A, i - ----(\- 0 0' I 1../ A E ! 44 ci2 il ----- i 0 OD \ n \ 11 co I 1 O 1 11,fill J1 0 1+4 ® 114' 1. �_i 11�1 -16-111! 0-i 11-7 ).1,' h,Y 12-10 6-7 .0-11 I0-1+1 0 II I - N.I I I U N IAN a 1 IC) w I 1 t .. 1 1 ttttttttttt� I-7 Irw.x..xwwwxw,. B-0.5 J I wCO `1 CO 4:1C 1 OAK STREET APTS I BUILDING B CFVC PIPING INSTALLATION REQUIREMENTS i j FIRE SPRINKLER SYSTEM i ! i LINE - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD I CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. OAK STREET APTS I-� HANGcRS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS- NO OTHER PIPING AND/OR Mi /7 "A" I 8900 SW OAK STREET DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY -:■ j////////`/ J TIGARD, OR B-A.0 B-B.7 B-D•2 DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE t���� } O \� \,_� \� THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. / PLAN SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. ::01 m SCALE AS NOTED IdORTI I • TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN } / I) A'� / _ "A" 1" 9P ELBOW ,-EXTERIOR WALL DRAWN BY: AM & TK 21\ 9 F E O O F R E S P R I \ K L E P P 1 G P EA NOMINAL PIPE SIZE ( IN. ) TABLE 6.4.6.3.6.2 �'11 � I FLOOR DECKING � [2x4 DECKING CHECKED B Y J N PIPE TYPE MAXIMUM ALLOWABLE DISTANCE 1" CPC CxTf- -2x12 JOIST ISSUE DATE: 3-20-18 SCALE: 1/8" = 1'-0" 0-1E/ 1 16 CPVC 1 1Y 1)4 2 2Y� 3 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM ADAPTER 11 TABLE 6.4.6.3.7.2(A) TABLE 6.4.6.3.7.2(B) \_I----...11- , ISL JOB#: 603869601 5-6 6-0 6-6 7-0 8-0 9-0 10-0 TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION Cr) MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE PROJECT#: (IN FEET) DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM ■ 1 CPVC 1' SCH_ 40 SIMPLEXGRINNELL©COPYRIGHT LESS THAN 1'-0" 0" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") ► .� ' 0" u-a IBI SYSTEM: 1 -0 TO LESS THAN 1 -6 LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" ATTACH TO TOP 1 -6 TO LESS THAN 2-01. 1" 8' TO LESS THAN 10'-0 1" 1.-6' TO LESS THAN 3'-0 1" g _ g BUILDING B CHORD OF JOIST " I •♦ 2'-0" TO LESS THAN 2'-6" 1" 1C-0" TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-O" 3" JOIST BAY 4 al) • 2;-6" TO LESS THAN 3-0 1" 11'-O" TO LESS THAN 12'-O 3" 4'-0" TO LESS THAN 4'-6" 5" GYPSOp CEIUNG� 1 vs Z+ SHEET: 3-0 TO LESS THAN 3'-6" 3 12'-O" TO LESS THAN 13.-0" 4` 4'-6" TO LESS THAN 6'-0" 7" „7,1 "NO BLOC PVC HANGER 13'-O' TO LESS THAN 14'-0" 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS AND' I "{ 3'-6' TO LESS THAN 4'-0' 3" TOLCO 28M WITH • 4 ■ �" 14'-0" TO LESS THAN 15'-0' 7" 6'-6" TO LESS THAN 7'-O' 11" SOFFIT BY OTHERS (2) •rxl' SCREWS 4-0• TO LESS THAN 5'-6• �'! 15'-O" TO LESS THAN 16'-O" 9" T-O" TO LESS THAN 7'-6" 14" 1' TEED \ -SEAL 2ND FLOOR (P-:MANUFACTURER) 4-6 TO LESS THAN 5-0 7 PENETRATION 5'-0" TO LESS THAN 5'-6" 7" 16'-0' TO LESS THAN 17'-D' 11" r PLUG -BARREL 5'-6" TO LESS THAN 5-0" 7" 17'-0" AND GREATER 14" LOUVER FlRE SPRINKLER N WOOD JOIST • ■ w 5-s" To TLESS 'HAN 71-0" 1r Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL 7'-0 OR GREATER 14" NO SCALE NO SCALE NO SCALE a CPVC "NO BLOCK" HANGER O scAEUCTIO, DETAIL gp_102 :.•-•...-. , /� 7 7- '\ 7T r B-A.0 B-B.€ B-B.7 B-C.2 B-D.2 B-D.9 B-E.9 B-F.9 B-G.7 B-H.5 B-J.6 B-L•1 , i i i j I I € 1 j T O • " ' 1 I i i ! 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WOOD CONSTRUCTION WITH TRUSS SPACE a N : : - .. 1,",r / \ \ _ .-._.. I i FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN © •,O I j 0 ,_ _ I i f•\ i i. I CONCEALED SPACE. WET FIRE SPRINKLER SYSTEMS WIN FLOOR CONTROLS.vow _ " • • C 1 !SI e 114 3 ` 174 i� 111;,. 114 174 1 :EE BY 51pEWALL i f \ 4-6 v92-101: 8-111 3-812 4 '� Q 0 8 ) tela JITLLI 7-1 5-3 2-612 j 10-51: 7-1012 I ."� t0 i � -, .. 5 I i j If o j i I �. �I I. \ I ° - -- I 7.-- o B-0.4 ____-_-- --_� . I 1 0_'yip i - � I_ . ---B-0. I M' I 1 11 4 1,4 I4 1 ,4 t - 11 4fit11 4 _,_ 1 4 �[(� l I I 1 w p-I 14-31 -�/I 4-1112 4-71 Sr b-5F g 4-7 i 4-111! 4-31! �,I t4 / i t -Ma lel iii * 1 ,I f \ 1 N i D \ / \ C� i C7 L._ i € 1-,,,T. (\,, �' I I A `� •1 1' v5 : �� 1,6 I j B4 ip i SSE DRY 1 C 114 4 1 11�} 114 0, 114 �" ' NI D WALL I tt [[L I AIL I lr 1012 13-712 8-112;.------' 6-4 •'+-21! i 13-712 4-.12- .- II z J ,... A . mu. N, / 0 . , 0 o cL 1 Is l W Fe 7642 \ 0 - / I0 I ' o 0o i 'a_ I �.-_., I� i i ire i a 1017 ix 6-7 s' r 1 12-1 �` v 11 - 1 O t t it,i N - 0 6- 0- N 10-112 1 1 I U O I l I U €mar I U i I i i I /`'� 10 I ! 1O I r , -4E; ii [ II I ILu I I I I = ce i ! en cxL I I 1 I i 1 i OAK STREET APTS 1 1 i BUILDING B i � I CFVC PIPING INSTALLATION REQUIREMENTS I I I I FIRE SPRINKLER SYSTEM i h LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS HELD • l \ CLEANED, CHAMFERED AND DEBURRED, HELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE B-A.0 B-13.7 B-D.2 B-D.6 WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. OAK STREET APTS HANCRS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR "A" 8900 SW OAK STREET DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY " j ������,����/����� TIGARD, OR DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE �jr o THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. a } / PLAN SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. } // co m, SCALE AS NOTED I TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) 1. "A' ( / "A" 1" 9U ELBOW "-E TOR M�� DRAWN BY: AM 81 TK • `I I 1�ii=' !illi FLOOR pEgONG I/ 2x4 DECKING CHECKED BY JN •Ali& 3RD FLO0 . F RE SPIV < LE PIPIr G PLA \ NOMINAL PIPE SIZE ( IN, , TABLE 6.4.6.3.6.2 1PIPE TYPE 1 1' C >iLT�f- „ " ,r CPVC Y 1 ,y TX 2 3 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVEDBOTTOM ' ____-__-_. i '.----:.-------,1.-----j-". X12 ' ISSUE DATE: 3-20-18 VW SCALE: 1/8" = 1 -0 In TABLE 6.4.6.3.7.2(A) TABLE 6.4.6.3.7.2(B) '� \1`sl� JOB#: 603869601 0 4 8 16TO SIDE OF OBSTRUCTIONCr) F OBSTRUCTION ("B") MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE (IN FEET) 5-6 6-0 6-6 7-0 8-0 9-0 10-0 { 7 PROJECT#: DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM 1" CPVC 1' SCH. 40 SIMPLEXGRINNELL©COPYRIGHT LESS THAN 1'-0' 0" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION CA') OF OBSTRUCTION ("B") 4 L I. i'-0' TO LESS THAN 1'-6" 0" LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" 0-e TT3t -' SYSTEM: " " " 1" " 1" r BUILDING B ATTACH TO TOP 1 -6 TO LESS THAN 2-D 1 8' TO LESS THAN 10-0 1'-6" TO LESS THAN 3-0 g ,,, .} ¢ ./--CHORD OF JOIST 2'-0" TO LESS THAN 2'-6' 1" 10'-O" TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-0" 3" 8AY �' -- 2'-6" TO LESS THAN 3'--O' 1' 11'-0" TO LESS THAN 12'-0" 3" 4'-0" TC LESS THAN 4'-6' 5" A o o SHEET: itc 3'-0" TO LESS THAN 3'-6" 3" 12'-O" TO LESS THAN 13'-O" 4" 4'-6" TO LESS THAN 6'-O" 7" GYPSUM CEILING f ■ (-0" • 13'-O" TO LESS THAN 14'-O" 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS AND- - .I "NO BLOC PVC HANGER 3-6 TO Iraq THAN 3 �`°' 14'-O" TO LESS THAN 15'-0' 7" 6'-6" TO LESS THAN 7'-0" 11" SOFFIT BY OTHERS TOLCO 28M WITH 4�D" TO LESS THAN 5'-6• 15'_0• TO LESS THAN 16'-0" 9" 7'-O" TO LESS THAN 7'-6" 14" 1" TEES' _ SEAL 3RD FLOOR (2),/ x1" SCREWS 4-6 TO LESS THAN 5-0 7" PENETRATION (P• MANUFACTURER) 5'-O" TO LESS THAN 5'-6" 7' 16'-0' TO LESS THAN 17'-0" 11" 1" PLUG L lUR I -BARREL -. 5'-6" TO LESS THAN 6'-0" 7" 17'-0" AND GREATER 14" FIRE SPRINKLER i WOOD JOIST 6'-0" TO LESS THAN 6'-6" 9' L7-, 6'-6" TO LESS THAN r-o" „" Residential SW Obstruction Detail Residential SW Obstruction Detail DRY S1DEWALL DETA L a` 7'-D OR GREATER 14" NO SCALE NO SCALE NO SCALE O3STUCTIOI\ DETAIL SP-103 K CPVC "NO BLOCK" HANGER NO SCALE M B-A.0 B-B.6 B-B.7 B-C.2 B-D.2 B-D.9 B-E.9 B-F.9 B-G.7 B-H.5 B-J.6 B-L.1 \... \,J \ - ./ \,..� \.,� \ .r \T / \ / \�/ \ 1 i i i I i i I i i i ; i i i i o 1 g i � i I € I 1 i i j i o .j i i j i i i i i i e,r 6'-8 • 6,-9r 4,-2r 2.-9" 6,_2�r 3'-9r2'-61I -3r 7'-11}" 4'-1" it 51-4* 5'-6 " 4'-8" 3'-9}" i 3'-9}" 4'-8" 5'-s 5-4" 6'-2 " 5'-10" 16'-6" 8'-4" 1 i9'-4" fi'--6" 5'-1 D" 6'-2 " € 5'-3�" 5'-7" 4'-8" 3'-9 " 3'-9" 4'-8�" 5,_6 r 5'-4" 13'-1Q " 4■_7, 3P-4r 3'-6" 4'-3" 41-5�" 1 a N i i I i i 1 -8 8-2 ' 5-5 ' 4-10 6-93 r--2} II I I i I � ZN �615 :st I � O � l i I a I i I i i I a I i /� I • w`/ ��'yy \ I _ o r I i Q I I / OB-V.2 I I I I I }• r B-O.2i rI - x.1bra Ilmlimin •,- f- -`• ' to r. w O`+ '1 1I II 1, 11 11 � 1 1 I1 1 I I Iii I I •,wwrwxr ---- -- = - ' ` _ - - --- _ -� --- ._... 1 . •----------------- -------------_-----_....-. ------- - -....__..._._.- ------- --- 1---------------- -0 1 _ I � n. r ,�--r �- B -▪.. -{ 1 j 1 la , I� I I [ .�� F o w El A4 NSI A A 111.0I !� Olik � 'SP- CO o T C� } LJ LJ O not me ® 1 er 114 114 uy to j �� � 1 j % u! ■a w 11-41 9-3 -,912 ; ii- AlU r-_, N • - - �N •- `�� Al _ Al Al � ♦ - 0 1IL / - �' {�+ r`; \ p �1X ` - a, Cv►? i \ A ST IR 4 / �► � ^ v_- �..1 � ^ � - � / ` - v \ y - .�► r. w wwrwl r I _ - I 2 1 B4 .T O'. 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I' _._......_.._� _ la J O ri J �'p a aI O o ; ///f/ JAN■ 1 SIOR. 7-6 1 -^?1* 1/ -_ 0 0 _ _ � X l 11L) _ o - a • pK / o ' 1 �1 W LL w J Q cnI 10-7 2 10-rt 2 7 - • , cn 0 oI I § I A ; ELEC. ,- c - - N - , 1 �" ` _ Y2Nw�Z2-1012 + m 1 /! � • S 1 R � I- * w- mow oU�r Fi "e.c� \ ♦ O4 1- • ■ I (i+ I U Jww1a�Wd 0i+� i 1 d I 1 2-- 7' 512 �f (1��1 N _ 1 2- �' 5+2 ��^ ` _ I � O o 0-_1-l�aml„wT __A, • 1 I I 1 ' 1-0 i-n `i-F+ 1Y0 \\ . _ w a -rI TELEcoM1ELEc. °� ■ \ I o-�--r c � 1 I ' �� ��p���I` I Ci j ' rl• 1C '1 , I2-511 --1-,-,- - 61 5, _ .' 1 Z O a " "w Q C Q _ a' j 1b �._� j \ , j,k- 1 �.1 r IC .: - - 5" \ T1 1 - 1� cv \ / �11 K) O 1- r�za a� ,,-,z a✓ I IELEV 3 --" a- ''rte=}��✓)fD i , I / j -io L \ 41.16 , *'' `� I I� =� \J C i - , - ,V - � - It a ._...-._..___ a PILM!!iii 6-3 O 1, , Cliff, -- 1 (�}1 •- I .. r iii 1J, , _ �� N -r 0 _ .___..._.__ p r I - 1 111 E �� r 173- - �. - • G • __� o-"' ^1 3�a�F ��zr�z Z nN 0 1 KSS 1 / a . F / \- • _« al' �� rN-"A I , \� �- � I 1 z_o "z o o w r=3 • O �' 1 ^ s i ♦ / i q2 A - A � r _ 3-1 :�. -.�, z Q= }o O N 4 Ei- --, -- • - InA3 113 I -11 �000 ��Wo o0I 1L. J. _ Om .ZOI !,... '�iI S� / ; , � I U �fiv--!'� `�, _ o a.=-,,w15-1 9-0+� ►J =� =o�zr z¢O> • I N I I ;4r5 4-1 1 4^1 > 41N -~ - �+ 4-1 L\ 1 � . C �I Z¢zZ;a;wQs�; OC/3 i I� Q:j ,,j �'�` « It , , 1 " Q o • ;; o B2 -- r - 7, moo=0.sJ0�== � zoWw moxa a 0 I O O 6-� 2-212 �4-• 3 - - ", ^ . N / �� - u?°aFa,„wi J-% A5 _ . � ♦ � 1 1■•� o ^ I :oo:: =:azo • .- I ^ uwz.pwr -,. N a111.1w.-ZOI•'`_^w,, ,� / ` i I u0 o O�z Z Ca .�ut.ipr ■:I-7 I V � 1 0 114 114 C , �, i �/ �, � � / _. ` 2 - )..(N r � - r � , ` vl'' 1 ® m�z�m30u a?¢�Pici, 02 90 75 v , , 0 • • " . • r In .. j �▪ Q i j W i' 05' �� L, ` r� �� 1-11+1 Y i ._! 1+4 I"'�114 T' lits �1 4 I_ 1 L_.. (--- � , r t, o �_ z \ 2-5 4-012 ___,/ 8-9+: 1----9-18 '� r I I I _ , a. W J 0 ■ ur w w ul , r•ti i tL \ / I / ' \ ", i 1t EI Al,y! 1,4 ^ 1 SEE DRY t%SIDEWALL mimiI -' +• 1 , _ r _ # -" - : -._ .� _ F +.--.- . � -I I y Z iir I •\� {!' 1 4 14 11 11 4 11 114 cl, 6-5 '` I 10-612 t�J 7-] ■ r n,L I r Y �nrx l f ; i } I I I �� `a' j / ` r 4-212 13'f 2 2-2 1 3 1 ( 0 0 I I 4 1 I I z _i / U e I ., , I d 6 Q O ix P Q O • I I �p l i Q I , r I � Q Qj I i i I I I I I I I I I ; t� I r\ Al I II i 1 " 1 1 ■ ■ , , �r s 1" , r i w i- I I i 5'-9" 51-9T 6'-1 5'- I 5-4" 6'-2" 5'-9" 5-9 i 5'-8" 5'-10" 4'-1O` 71-2�" 4'-11 " 6 -1 i 5'-g " 5'-9" 6'-2' 1 5'-9" 5'-g ' ! 2-9 r 3 I �� i i- T i I 1 ICI IL I 5-4 15-4 fi-1 - 5-5 4'-10' 6 -9 7-2 I I I I ; W IIIIIIIIIIIII1 " J LL LL LL r i us \--� �' I N I �, CONNECT TO CHUTE NOZZLES AS NECESSARY , { i j I i I 1 Remote Area 2 Flowing Heads 4 Start Head PSI VARIES I �� I 114 •I 114 114, ,..e r N i Start Head GPM VARIES I z LL . . o 0 0 0 I I \ o + . I I i i I Wet / Dry WET Density 0.10 I 14 V. > > > , - I I " i E �l� 1 Hazard RESIDENTIAL Area 4 SPRKS SO�f P� Head VARIES w ` / ' ' +t N 5 8-10 I N / / \ /M, -- n w 1 114 1 4 1 •.' I I Code NEPA-13 Len d Ratio - Elev-Hol to Riser I • 5-T 6-1 I � �\ TRASH �, I Construction COMBUSTIBLE Max VelocIty 19.2 PSI -Hd to Riser Y z A g E "' I / .` I B-E.5 B-F.4 B-G.fi B-H.fi B-J.6 B-L.1 Z �, r x 1- 1- n ; U'I ! . 15 I ! c w/ • ! \ / \ \ / �/ �� Souse Name or Location au COkkEC11ON ��� r , e's1AMoa,PE ! PSI Avail at Source 104.0 GPM Req'd at Source 191.2 inside Hose --- a_ ,- co i \ U ! A - C11OV 2, SHEET sP-241, `j r,p-zat n14 PSI Regd at Source 85.9 Duration of Source --- Outside Hose 100 n r i v p cD Safety PSI 18.1 Req d Source Volume --- w rami ; ' �- a STAIR 3 i 1 I NOTES 4 4 .r e Q I II 0 , 0 j , / J I I & an Li Es an W 1 I I 0 1 I 1`.-:::. n ) 1n I I r-� C1 6-T 2-312 2-a.i...-.-, 1 9 1 -01 I SEE DRY a 1 j 1 4 1 4 N r N 3 3 m m ? w 7-6 =�' - � • i NOTE o .- W ,.- x 1 13 co j 1 F,, ,._ . ._ I I z o r? z z rr a eri 1 r 1� i M, Z = _ _ el 1n I 114 I l5 1t4! A14 1+4 ,��. 0 1 I n n. a ael o !�' 9-512 i 2ND - 4TH FLOORS RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE P c, 4402 '". - 3-t' 1 i I r- , :'en I FILLED WITH NON-COMBUSTIBLE INSULATION- NO SPRINKLERS REQUIRED IN . ry 1 / n^ \ i �•� Si ��. 1 ? CONCEALED SPACE. WET FIRE SPRINKLER SYSTEMS WITH FLOOR CONTROLS.in - p O Ti' 1 ` , i1 + i . / ` 1 ' © 1 :IMu[1ii.•_ 114 1� 1t, I }� 1t4\\ 11 ` 114 1 E )RY SIDEWALL ''• I 111\ 4-8 ; 92-101: 6-111 ' 3-812 • - C �L 0 11 T, I r1I >l1 I -IN j \ 7-4 5-3 2-812 9-812 8-912 a I o is 7 / j I j II i oV 1i \I E • 1 4 0 B-0.4 ---- - ••. - -- - --------- ---- - N --, " I 1VI " I m rn j - �!7�7��� I ! I Nt �r� o 1'7 I 1 114 11 4 11 X 1 1 4 4 1 "." 11 4 r..Y�• 114 ' fi 11 4 11 4 1 I M i '5 y m r 6-5 � 4-7 4-11 : �-4-31: � i� I -474-31siii 4-1112 4-7 - 2 YIS k � �1. (�' I. J / \ I I 0 / \ c) CO. i• iTN. 1 j ce I `J A 1I I 114 1 4- I 5- . it I i I SEE DLYi ALL 1 114 ,-, I 11 1114 1 I 114 114 a V SIDEWAU_ LIAI (MS - � O ® 1 : ' E IP1I, 7I1 tI 101x 13-72 86-9 13-x1 7 L i i , I j j i z in I r\ A • • ' • •• r\ /I -� I - • ! b B4 fr \4 I • °1_i. . \ �..� I B4 1Ei e I a 1 cn a aQ 1 \ ✓ 11 • I w 0 1 I i I In ; ,• • i Y , I o 1 �' 114 *�1 11 4 0 11I. 41 1 .J v I 10-11; 6-7 a? 12-10 , ` 6-.' 0- ^ 10-112 i I o U t` i is) is I i 7 r11. rE 'h..rrrr.,i r� Immo 1... -. �. .-- - --. - - ..1 1 "x+•1 'I r= I --------------•II-----B- o a 1 co i m OAK STREET APTS BUILDING B I i CF VC PIPING INSTALLATION REQUIREMENTS I , ! FIRE SPRINKLER SYSTEM i I LINE - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD I I I ; CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE I i j WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. OAK STREET APTS HANGERS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NFPA STANDARDS. NO OTHER PIPING AND/OR "A" - 8900 SW OAK STREET B-A-O B-B.7 B-D.2 B-D.6 DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPEGIFIGALLY M / //////////// TiGARD, OR \ / \� \�/ \---___-/ DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE rio im / oTHE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. PLAN SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. i / m 0' SCALE AS NOTED QUI! • TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) 'A' -1 / "'_ "A" 1" 90' ELBOW EXTERIOR WALL DRAWN BY- AM&TK 4THF L 0 0 FRE E S P 1 'CLE P P GPA \ NOMINAL PIPE SIZE ( iN. ) TABLE 6.4.6.3.6.2 ��'i1 FLOOR DECKING 2x4 DECKING CHECKED EV JN arM) • PIPE TYPE MAXIMUM ALLOWABLE DISTANCE ' 1' CPVC CxT1, =2x12 JOIST ISSUE DATE: 3 2O 1B VSCALE: 1 8" = 1'-0" ����� CPVC 3 1 1Y 1)5 2 2)6 3 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM SER / 0 4 8 16 5-6 6-0 6-6 7-0 8-0 9-0 10-0 TO SIDE OF OBSTRUCTION (`A') OF OBSTRUCTION ('B"} TABLE 6.4.6.3.7.2(A) MAXIMUM ALLOWABLE DISTANCE TABLE 5.4.6.3.7.2(8) MAXIMUM ALLOWABLE DISTANCE I \�--- JOB#: 603869601 (IN FEET) DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM PROJECT#: 1" 1` SCH SIMPLE XGRINNELL©COPYRIGHT LESS THAN 1'-0' 0' TO SIDE OF OBSTRUCTION ('A"} OF OBSTRUCTION ('e') TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ('B") t L_i i., 11-0" TO LESS THAN 1'-6" 0' " ), 0-8 TBE SYSTEM: LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0 ATTACH TO TOP 11-6" TO LESS THAN 2'-0" 1' 8' TO LESS THAN 10'-O" 1" 1'-6" TO LESS THAN 3'-0" 1" ! g BUILDING B 1-CHORD OF JOIST 1 r r r r 1 I. i 21-0" TO LESS THAN 21-6" 1 10'-0" TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-0" 3 JOIST BAY-/ I io - 2'-6" TO LESS THAN 3'-O" 1" 11'-0' TO LESS THAN 12'-0" 3" 4'-0" TO LESS THAN 4'-6" 5" I g SHEET: 1 " r 1 " r 1 " 1GYPSUM�JUI� l.C1Lll\V 3-0 TO LESS THAN 31-6" 3 121-0" TO LESS THAN 13'-0" 4 4-6 TO LESS THAN 61-0- 6'-0" -0" 7" . 'NO 8LO PVC HANGER 3'-6` TO LESS THAN 4'-0` 3" 13'-0" TO LESS THAN 14'-0" 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS AND- - } TOLCO 28M WITH14'-0' TO LESS THAN 15'-0" 7" 6'-6' TO LESS THAN 7'-0' 11' SOFfTT BY OTHERS 4- (2) +�x1" SCREWS 4-0 TO LESS THAN 41-6" 5 41-6" TO LESS THAN 51-0" T 15'-0' TO LESS THAN 16'-0' 9' T-0" TO LESS THAN T-6' 14' 1' TEE \; SEAL 4TH FLOOR (P•. MANUFACTURER} r r r 16'-0' TO LESS THAN 17'-0" 11" r I PENETRATION 5-0 TO LESS THAN 5'-6 7 1 PLUG DRY-BARREL 51-6" TO LESS THAN 61-0" 7' 17'-0' AND GREATER 14' LOUVER 1 ARE SPRINKLER N WOOD JOIST 1 " • w 61-s" TO THAN r-o" 11" Residential SW Obstruction Detail Residential SW Obstruction Detail DY SIDEWALL DETAIL -' 7'-0 OR GREATER 14" NO SCALE NO SCALE NO SCALE CPVC "NO BLOCK" HANGER OBSTRUCTION DETAIL SP-104 NO SCALE o . B-A.0 B-B.€ B-B.7 B-C.2 B-D.2 B-D.9 B-E.9 B-F.9 B-G.7 B-H.5 B-J.6 B-L.1 r i ? ! i 1 1 i I € ( ? I i I j j j II 1 I j o � I I I I i i i I ro i i i j 1 i i i ji i i j E i 1 i ��_ N I I I I 1 I I I I I .� ! I ! j € I I I I cN N I I I !' 3 j t 1 I I I VII w o w I Jw i Jw I I I r F ox 4w I aw 4w �w I Jw � w 4w w� 1 . i 3X 1 Lt_ § I wrtXS w(=it / I� 0 aua I I Qui I IN ! _0 I Lt Ci I �y i (n I NIn I I f It a� I a a �� } I a41-10" 2 0 t, x w >___< i. ------ j I I a I CCW ______ I 0� �f_ ---- ------- __ _------- I --- K ~ , _. w o • - - - - wtit c r I I I- Z �� II I n'' I bTNil7PIPl w , - ) -. 1 C O u Q i r I � �\i I _ im v*24 I 1 SEE DRY SIDf�Y -�I ' I I _ o �£sfET�aof 6-Btt 4 TAIL THIS j =oI _ _ 1 _ u 1 m rh ! I i ` Wr rn A5 r l L;li+ o 'i �q ' a0 c` Q N ¢ AI- t if A7 .� ( I I♦ SEE SP-1+• LOFT n_o SEE SP-106 OFT FLOOR .t I r� .. / �` 114 114 1 i t 1 I14 114 * 114 114 1t4 114 FOR SPRI RS ABOVE FOR •SPRIN S ABOVE 114 C n 1t4 • ?114 lis _ [ 114 1�a 1 114 14 Mr Remote Area 4 Flo"Ina Heoda 4 Start Head PSI VARIES 101E 11 [ 1E�-0 10-2'2 t 10-212 4-5 7-9's 5-6 - -- 5-6 \ 8-41t 3-10 10-212 ,�( 1O-2tt 9-9111! 7-11 7 1YgKt Wet / Dry 1YET Density 0,10 Start Head GPM VARIES �i 2-712 ( ! { • .-I-- It l�J� \I T §+� Hazard RESIDENTIAL Area 4 SPRKS SOFT per Head VARIES / l - I i' N SEE SP-106 LOFT - ■0' __ // i li_, y , / y • FOR SPRINKLERS :I� Code NEPA-13 Lend Ratio - E]e rHd to Riser (') `� ��// • o1 CI Construction COMBUSTIBLE Max Velocity 21.7 PSI -Hd to Riser 1,,, � 4 �,Ar. /1I ra-(� ' T 1 !\i `� / cs. a6I \ Source Name or Location O CONNECTION ''S� '�1 #0 O I alI ���I - - - n0 PSI Awp at Source 104.0 GPM Req'd at Source 203.4 inside Hose --- ; 4aw « PSI Req'd at Source 90.9 Duration of Source --- Outside Hose 100 �Ilif i 1 SEE SP-106 LOFT FLOOR (� "� `•, C `./ 13 pQ ., „I €i Kse I, �, ��I I 11 Sa€ety PS1 13.1 Req'd Source Vdume --- 44�FOR SPRINKLERS ABOVE T r I (� u� f 1 t ., 1 t 4'.._��-}>i 4 1 t 4 11 - ! t 4 1 4 1� �r 114 t '4 ' 4 1 ''' ` i. / t- .1 �i / ` rnO O O O ? �� �:{jt2 ,. rn I� 7 TI �' 9(: - CJ_ 7- -4 a 6-81: 2-5 'n` t' 5 6-P2 X._ 1 - �7 71• X 2 1-9 L ® 1 Q ® NOTES::21 .114 "' 11 4i ♦ �1"�4 1:LL,,- -1i 4 C< _c l�- #�41 r ".(3. 5�1 1i-s0 9 1 X11' J t>t _ I \ Ell !L `�I -' .: I j' y.1r ,, N I - '�' 5( , � L��,> �rI 111r) ' . II 1 L - ....\ o` .i I /0 i '.- i4 « IA '._ - 6P-106 LOFT FLOOR , n« I; , I o �SEE SP-1+ OFT FLOOR - -1S• •4 ( / -3-" 'CONI1NUA ONN `�i`_ \\ III Deis - - '� "-' u_i; , 1-1c aIes i iiip eiaa��'/ I 1 / rr 6-10 7-1 1 I 7-• i 1' N " N �44i -31t4 1� i 1t4 « 1t4 �„ ..: �►, t I 1t41 1t4 r °'r 1 ?*� - 1.4 1 �; ��a- ,t 9-8 1D-.2s 9 • • 13 III 1V_ F TINU .s , I� t - _ 114 .� Pa 1 11 t*ice : 4-T: 7� ' 1 , �: � T 4-T: !F 111: 6-11 ,, 9 --5-T2 I C)6 \ / 7 2 1 �� 7-4 a-� S-2 �` 9-2 7-4 B \ 7-6: \ /03 NY- \ 04 '....1 • ' 11 ` ______ , , a , D12 c L._... --- I1I I f I - / _ O _�Za� Mq 14Y O - w4I I , " I r w; w a�.av .1 co I ! D6 I 331----r- 1 E1 I �•o ( ! 4 •1! �� � 3wr�o O I Y 0 0 I i I I N 2 J o a r J V N w +� i mil F4 4 D7 + I Q 1 D4 D2 I i 1Ar 9 ,�•• t 'T 01• carr c i 2corrc as+c ooNB (xr(c \ 2 colic colic oor(c colic �� r) colic 2 ® w1 run , .m a~_,_ _ z= r ? e " is a I IZco Z z a `� W � , a �moNN s 7-94 1 2-10fr5 112 U -1 (\ 4-1 -i5. 3-9 10-3 i 14-0 14 0 7 j 10-2 2-3 11111 2-1 8-512 4-012 1 14-0 Ti--5__ 3-012 12-212 I 15-1 2 11-812 1 2I-312 7-812 16-312 8-912 I -1112 11 �� o 0 0 a B, 1 I i '� 4. y Fuz���o il oar-1____ I -�.,• i i i ".1 « f s� I -I�• �. ��4 ---------� .; - Nt ar-tub Lur _ - -L. z-r-z=w- 00} w�.� r .� � c` Ib I � _ � I . M law � "-�• 2 i --- A ` FOR CONTINUATI,J �-� ���r�r w� i i a ›I � ^' I I �'. OOR w�C"'pr �'�IM1 j L- rQ /I I Th I I I\ s �j ( p� , T o¢ N EKs.a iiI //J II U J IDl �,. E zrE��mmrz7z1 I �1 r t / 1 I f4 I ® �' 0 ® O 1 awso�a zY:' o� ozs -ww co *g 1 Dart O car+c Q cwt 1 7-S `4I y � 1 4 1 �t 4 L� �J 1 t 11 f 114 I 1 t 4 y 1 4 1� a 11 a/ 14 �I 1 114 �` 11 a M 1 4 ` `� 1 114 �Z z w�u-W u 0 a a --=�•J - .- 7 2 zZ-2r ��nw�li2:1 5-0 I I 2-1012I i 2 98-212 7-41: 9-0 6r"c 6-8 .o 1 13- ( t t L , w o r LLIX N b "� 1 I (OT " O T �0 8221-fie 8-52 0 7-0 r ,oIIII1 u) oFo �ooJa� CA -mai) J1 I I ��` �. ��� �N ( N �� d �N �c C �N i� _ ( N O I N o$ \ , i { O z ���=a= N = I rr , ro 1 1 �i -w_a_ mI O A \ I I G ESP-106 LOFT FLOOR ,71 J., - '„ SEE 9-706 LOFT FLOOR I - w ~z wx aW - �]I1 • UD _ I 1O� « O CownNUA11DN -.(\. (�« R UNTINUA110N ` j } o zwOO a EwL r- �. '+ i j Qj [i �•r" = ci - �y�,� I H ___ _--_ ! PM �:y O z a� a Jar, il �h ■r+ll �ytf ""j 1 ,Iii T 114 "�1 1 -'s J 1 ~, e.+ 1 rl,�r 1wii Wii. z xw z x W0. 1 ...L 1* b " I � I' 1-9 9-8 b 1 ^ z �aQ��o ^�zai /�\ 4 11a 1 1 _ il . -� 4^71: k Enw}roai:::-:- 3 Q c I .11 c r- I ' _ / 1 4 c� N1 �' .� Pi& 'I / _: O ab o=z rD�w� (11 Kse I 1 41-1*1 7-3 �� 12-11 / « / r 2.9 v. orom� N�=oa E i Q Qr q wJ 101 j �- '}I - - ....I f ........ 1 d "..„._pwr J IY N '� `>. I 1 - \. ,p 1 , 1E !g,u_-'.,Le!---8L..,,,..1,,,,,_- 1 >. T.7o C9 +,... '4.71. 1 IKSe� 1 I 2- ar=� wzrrZ �'L 3g_ 1I t- ( +r ~ "\ ll'i }��p°foo O . , t Ir,,,,prIIQ0 , + -oro40mlrou.� U 1 .__. r ) ..I d _ '\ (� 2 - I 1, , I C�.r =�p=DoJwz�=J Z 0-8 4-81: 9-4 �+ t12 i I I _ (.) o O j I t4 n 1 G6 „cr.' * I� = « - z z O a Lm Z cr r • O - - % / _ "' z,nzzcc awpZr� - - rn � zuww "��oa I I 4 11 a 11 a SEE SP-106J 'OOR rts; 421 :ly SEE SP 1 LDFT FLDOR .� SEE SP-1•. L• FLOOR _. SEE SP-106 La' FLOOR =z _o w x 2 (A r - a 1 FOR SPRINKLERS ABOVE FOR SPRINK "S ABOVE ` {/ FOR SPRINK y'S ABOVE •� FOR SPRINK a' ABOVE o o z a 3 J F =r y, I i , �. - t i'• 1 114 1 4 114 1 1 1' I 1 114 1 1 1 ` 1 1N "o��4�u3orzo O � I \ o 52 1 -7 .- - 6-11: zz Jar ^�aWi + m �` j -1112{�« 4-1 0-10 .-5 4-1 )1-111: T-512 91111 0- 2 124 s 1-11 4-1 0-1 2 4-1 (..il's �� a o z o _• o z o (- T I I Ilp `� r m " 1 a SP-106SLOFT FLOOR ij =o=a N= u o DETAIL NI5 + }xzxw oz• z��wCD illI I in awwwv�uzow' ,_ N SEE SID 11 d ` ` , ! i- SPRINKLERS ABOVE • i 1 < • • r I� .3 mr_rw3ua_cfo 1 ,..ri- __ ___7. 1 6:\/ . 2 / \ l� 71 / \ (s- /4\ lip - ^ 3-51 j 4-. _.. ...9 \ / ` ':J 1 J ii, f I Y i I 1.0.-- 1 1 __ r a. r' �� = W f 1- / / o w ® J # ® 1 1 l Y �q 1 SEE DRY SID N a i r I o SEE SP-106 LOFT FLOOR 4-11 6� SEE SP-106 LOFT FLOOR o SEE 5P-106 LOFT FLOOR 5-012 6-4 EE SP-106 LOFT FLOOR_ d R_ ® a TAIL THIS S i' / z w w u N / �! I [ �' FOR SPRINKLERS ABOVE FOR SPRINKLERS ABOVE f�'n- I FOR SPRINKLERS ABOVE t FOR SPRINKLERS ABOVE -- - ! \ u N y ' a z I I 1 1 SEE DRY SIDEWALL - t 1 I... 1414- LANAI 's • W i z a U �� " / \' �` E x TAIL THIS SHEET I f - tJ r w w w w � • C ' / 7-7 I I (nn I I j a L. z 171--' 1 ---2--.12 -,;" i E I I I I W c o ci ,:o c.a 4 � �'� I I I I _ r fl I I �� J I r--"i • s" I T` I NI/ \, I - i I 1 I i I1�+ CQNNN�CT IQ NUE NOZZLES AS NECESSARY I I i I / N i t cwt 1 K5 a ,. I 1 1 I 1 Q a o 0 0 o a F�J r / ▪ LI-� � 1 11 4 1. 1 j • rh 5 Tei; I I r1 / \ .- r r r i'•` '�1-B / 1 `� ' I Fro �j I� , B-E.5 B-F.4 B-G.6 B-H.6 B-J.6 B-L.1 w co- �_ ! I""'� j ,3 111-5 I i' 4 j J / / - = r . I . 0 ref I e"STN Df lt�E w/ j �__ \,..../ �J �.� �./ �/ ? r- f r- ,_ r- U i I I E FLOOR CONTROL SEE STAIR 13. 2,:'Nosf VAL a_ T > r > ` SECTION 2 SHEET SP-201 sEE s►(EET SP 201 CO = - - - - « \ / .M I « I I' I I ® I I W •` r N. �'{ �- C71 D I 12 cP c2 I i K5.6 Ks.e I I a N 2N. 4-212 2-31-7' i Ti- I I z 1 1 1 I 1 W 2.2. 2.2. .r.■ 2. e i � 8-11 6-1012 i to Y ii m U W _ ul, i i i N o SEE DRY 51 A 1 t 1 -= j I LL w g i o N DETAIL TkiS w 1 ( c' I " I - - - 7-312 T-1tk 3-11'' I « 1-1"' 1 I I I I , Y II , NOTE . wwwa N _ Z © i I w z z z x n 'E co.( 1 6-412 3-�2 i i a a a o r r * 2 f i ? 5TH FLOOR AND LOFTS, RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE N • �' . r I i FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN LI C 7 H m ' i 6-1 ! ' CONCEALED SPACE. WET FIRE SPRINKLER SYSTEM. SEE ATTIC PIPING INSULATION ;n O m 4. • �%--' I I i ' DETAIL, THIS SHEET. " i 1 `.a DRY SIDEWALL Ini. •�- / Thi Q k71� THIS SHEET B-0.4---- ....r._„_____ .. 6 I_ L _,,. N ../1 r " , r " r " 1 \m 10-1O 9-4 3 11 . -14--8i" '1 14-4 111 0 AA 68 (�� CC. -,,,, r.),D ; 1; .. 1 I .N M Ily1C"k 2 2213 2- 2 - Z 1 ��. + ! y a 0-6 9-4 6-8's +5-6 I - 9-7 5-112 �'� `•, I 0 I 1 N « ` N X114 ,I4 ` 4 T*+ i 1 • 11 31 E 11\ C• 1,4 4 N� �r 9-1 4-31 9-612 C' L 5-9 9-812 -1-312 9-112 • ( '< i - ESP-106 LOFT FL �� FOR CONTINUATION A II Ili ii - i\-• 111 •c' #. La liE II IJ 1 r. w� SP-TOB LOFT FLOOR I I� �� SEE SP-106 LOFT FLOOR �4 ? t ■--; FOR SPRINKLERS ABOVE ) FOR SPRINKLERS ABOVE- �r i i I / 0 • L 0 01 I I p ,, ., - f r I I• I • � F I U01 I i, Ii F- a EL 1 4 114 114 114 114 gi I r 9i 912 4-912 F '\ 5-2 IFv- 6- I •� , I lel 'i ` x 0 I.: a I ( I I 1 7 w ja ce00 m 11 j OAK STREET APTS ` I BUILDING B it I jl I CPVC PIPING INSTALLATION REQUIREMENTS I FIRE SPRINKLER SYSTEM i I � LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD I CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE 1 WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. OAK STREET APTS - "A" _ 1 8900 SW OAK STREET �� 1 HANGED PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NEPA STANDARDS. NO OTHER PIPING AND/OR B-A.0 B-B.7 B-D.2 B-D.6 �/ DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY / f///////////,//// /1 TIGARD, OR \--_-/ \-_____.-/ \----/ \-..._...." DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE f° THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. `- �- .J.- / PLAN SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. / m m SCALE AS NOTED �. '`p I TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS (FT - IN) I •A• I / n " __ "A - 1" 90' ELB01M ,-DSR WALL DRAWN EY. AM & TK 5THPLO 0 FIE SPIN < E E PIPING LA \ NOMINAL PIPE SIZE ( IN. TABLE 6.4.6.3.6.2 ��9i FLOOR DECKING Y 2x4 DECKING CHECKED BY JN PIPE TYPE MAXIMUM ALLOWABLE DISTANCE 1' CPVC CxTf-' \ -2x12 JOIST ISSUE DATE: 3-20-18 SCALE: 1/8" = 1'-O" ����� CPVC 1 1Y 1)� 2 2N2 3 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOMADVIER 0 4 8 16 5-6 6-0 6-6 7-0 8-0 9-0 10-0 TO SIDE OF OBSTRUCTION 'A OF OBSTRUCTION ("B") TABLE 5.4,5.3.7.2(A) 4BLE 6.4.5.3.7.2(6) 1. --_ ,"----.. '"---1--------1"- JOB#: 603869601 (IN FEET) ( ' MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE PROJECT#: DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM 1' CPVC 1' SCH. 40 SIMPLEXGRINNELL©COPYRIGHT LESS THAN 1'-0" 0" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") c EJ l 1"-0" TO LESS THAN 1'-6" 0' I LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" r 0-8 - SYSTEM: BATT INSUL 1'-6' TO LESS THAN 2'-0" 1" 8' TO LESS THAN 10'-0" 1" 1'-6" TO LESS THAN 3'-O" 1" ! g BUILDING B ATTACH TO TOP (BY OTHERS SPRINKLER PIPING r r • " .I ATTACH TO BOTTOM OF ) 2-0 TO LESS THAN 2-fi 1 10'-0 TO LESS THAN 11'-0" 2" 3'-0" TO LESS THAN 4'-0" 3" f 2x10 WOOD FRAMING CHORD OF JOIST • " " Jou BAY ti / A A VAPORWOOD TRUSS 2'-6" TO LESS THAN 3,-0" 1• 11'-0" TO LESS THAN 12'-0" 3" 4'-0" TO LESS THAN 4'-6" 5 GYPSUM CEILING I', 03 o SHEET: PLASTIC BOT. CHORD 3-0 TO LESS THAN 3.-6' 3 I 12'-0" TO LESS THAN 13'-0" 4" 4'-6" TO LESS THAN 6'-0" 7" _ WOOD SAMMY SCREW TOLCO FIG. 78 .�':,,,. 1 r BARRIER ryoir••vri�rr��• r 13-0 TO LESS THAN 14'-0" 6" 6'-0 TO LESS THAN 6'-6" 9" LOUVERS MIO 1"-212" PIPE: GST 20 �r �STEEL CEILING FLANGE riirrri�rri°i<irr.�r 3-6 TO LESS THAN 4'-0" 3 10-4- 'I I BY 0Th ►.6444r;4:r,4:1 4ri34444fk,-,, r " 11" SOFTTT BY OTHERS ,l`-- - 3"-4" PIPE: GST 30 (2) 14N112" LAG { •4431 ;443rri4.4si4.rri4.�**441• 4--0 TO LESS THAN 4'-6" 5 14'-0" TO LESS THAN 15'-0" 7" 6'-6" TO LESS THAN T-0" 3 `r�i`i4i`�?�r�ro`rre�r�4i,��r�`�4i,��4;.r�4i,��ro%�4;r�+Ei` 4'-6' TO LESS THAN 5'-•O" 7' I 15'-0' TO LESS THAN 16'-0" 9" T-0" TO LESS THAN T-6" 14" 1 TEE \ SEAL STH FLOOR f s ALL THREAD ROD e•ir1'.40.�4%��rr:•n•*`i•44rf!+arrs"ir•44r#tee%,00,04.40 re " r " " ALL THREAD ROD / "14''-''•4"1 ri- i'r'=r'''4r!rl,+,4,44�j4%+jrr`I,+jrr`"44.jr.���+!e� 5-O TO LESS THAN 5-6 7 1 16r-0" TO LESS THAN 1T-0" 11" ��PENETRRREL ATION ei._�i,.ri.r..rirr•r�.rrir.�rirrerrrrirrrr4.rriy..i4.r 7' 1T-0" AND GREATER 14" 1� PLUG DRY BARREL '-' RING HANGER ADJUSTABLE RING HANGER I��:r�•iin «!rn..• �i'�r.p.-4 r��,�����r444-441..$4-44r,.��sr'`�E� 5'-r TO LESS THAN 6'-0" FIRE SPRINKLER f :' r r r ri . :44:1•4434634.4"041.• 6'-0' TO LESS THAN 6'-6" 9" -TA 1 r, ri v w 4%f 4i ire`�+,44.44.4.444.%•:' a. 41..4 ft,rr " r " " L w m� -43.:444.,4...,- ,r,, pr c.,.,�,;.�,,;,.,,,, , �,, 6,-s TO LESS THAN -0 11Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWAL L � L E ,y.;• r `=��f.;S,*o����r\\� 7-0 OR GREATER 14" NO SCALE NO SCALE NO SCALE a i..i/.-•.. N HANGER #2 HANGER #7 ATTIC PfPING INSULATION DETAIL 03S-RUCTION DETAIL SP-105 o NO SCALE NO SCALE NO SCALE M • B-A.O B-B.6 -B,7 B-C,2 B-D,2 B-D,9 B-E,9 €F9. B-G.7 B-H.5 B-J.6 B L.1 9 � Remote Area 6 Flowing Heads 4 I Start Head PSI VARIES 0 0 Wet / Dry WET Density 0.10 Start Head GPM VARIES o /77 Hazard RESIDENTIAL Area 4 SPRKS SOFT per Head VARIESaltaiMIN 'm'r Code NFPA-13 Len/Wid Ratio --- Elev-Hd to Riser (") `;' Construction COMBUSTIBLE Max Velocity 19.3 PSI -Hd to Riser I ` o Q' I N • Source Name or Location CITY CONNECTIONlin z N PSI Avail at Source 104.0 GPM Req'd at Source 191.6 (Inside Hose --- PSI Req'd at Source 78.1 Duration of Source --- Outside Hose 100O i Q Safety PSI 25.9 Req d Source Volume --- .` B-0.2 NOTES: . I I I .R.� TE - __ I I ��:�i� :rw:i::.�: is M. i is r • v ... ar u -_._- _.__. _.-_ _... -I- - I S „_ B-0.1 ,_��. _ �.....,,� - . . .. n t, ; ! - J --- - -J- 10.1 N C N 1 • p ® MC l ' I _ I s� �ow LU y o ,� � � F.,. oO 12-5.=_541-.6:( O - (�� K1 _� iit� 4' di ,,_ ®� ®© at ��� 1 1 1 I 1 1 q I_ 1 1 I O e' STANDPIPE W Sr: as LO Cl) :4: � ____�� 1 1 >t. 4 ,-,1 4 1 4 1 4 1 4 �-,1 4 1 �� � 21e HOSE � Q W C il vt 9v2-8't 5-6 6-712 7-51: .�1P ;-a 6 sH zo1 }4 1I Lit N I I O Q�. 'I1< _ ];1 I p I I p T m , `�, -J I ` h o co - �'��` O - SLOPE LL. �' ,+, '' .742 I -J v ( l:r f► - QP f if4 O e I W © 1 1 ;c W I ^(' I ," , 1 c'? '' ,-- Gs 0 114 .. 1 114 i _ © 123 4 10-6 1 I a , ( - I C I el. a 2 9-2 CI, I LIJ y",.i ' 1 Ao I co (!? LL 1 .G, N .,, STAIR 4 1 --f-,9111-8 - � I ri��' c� ACCESS. Cl) Cr `r.�fiA. , SEE SP-105 5TH FLOOR I 0 � ,�' R CONTINUATION 2 i11t v 5r -- -F,- ';, "IA'El 1 I _ I I ..,� I II I /�y+J(� I I lI' (I. 9 YA0-s, vA4EY ,,s, Y/ W-L tlAtLfY NA"Y V VA.,,,...„ ! I v� Y I r I j �. �""`- - oo• 00`K00'-=CCwwao z LL..,er az �Fz zq�� a� I �.* ♦ o ♦ • •y .. t7 m Q E a d p '» J L._._.-_._._I ,1„ l�M L I L.___-.__J L__ L� 1--- E-.___..__.J I 1 I 1 • I r ` - t v oar~¢!::w ♦t 4 ►�� ► 4 Y I o a o u EPZE tsl - 1 ►�. ►� q W Z O-' 0 2 W J 2 o ir, c ;� L___J J I [ C-� 1111 I L I L [ I L__I L,l I m1 I_._-J I I 1 _ 0 m a q!!!! B-2.s - !!! J-- - . -. E SP 5l!I t00RF.. - r H1 - Zo0ttpI - - M y - B 6 _ o �� t .B { X11I ox > 7 1/4 ; 12 Me�Y yIIIY Y ¢ V Y.... L ¢ tl (�y r\ f ('�-.l' .,Q F- yli1rI[^ PV f•, `/I L1 0 0 F W }Wil co I _� � I __---``" I f Remote Area 3 Flowing Heads 4 Start Head PSI VARIES m m z . SLOPE - I Fe I I I I I i o_ 1 Wet / Dry WET Density 0.10 Start Head GPM VARIES re u z z w o 0 o F Q,2<a ce _ yy to . r A I Hazard RESIDENTIAL Area 4 SPRKS SOFT per Head VARIES al o°,-I w-"w 2 a�' Ct • - ^ I \\ _-. --- p u0 Omi"--.ow.xF _ i Code NFPA-13 len/4Yd Ratio Elev-Hd to Riser (') z i u 2.a w=Z-,Q xt ar-lug �1P ruuurc a .. Construction COMBUSTIBLE Max Velocity 19.5 PS -Hol to Riser °o W w Q li 5EE SP-105 5TH fL00R _ Y r dCONTINUATION w _,.=jW=FWFz aCONTINUATION u7� • - q W�'�w s a= CD SLOPE ROOF ABOVE SLOPE ROOF ABOVE`L `� w� r Source Name or Location CITY CONNECTION ou 000 ° =[ ELEV ,r, r, C. PSI Avail at Source 104.0 GPM Reqd at Source 192.9 !Inside Hose --- p Zo wz -�RIDGE I I I ISafett PSI at Source 5 Ru di Source Volume --- 10"tside Hose 100 /- '-::::!;:!9,7---1::!;d:;:::! JZFNJ==wa Q_ _ W21. tiM1 wHyro,7.<,,I ITI „ii .i uinen .V iir,i,Ia ^ NOTES Z 3LLI Q �W w=apwJ'I I lam/« Q r z v=_ o Jg -- a 3-41`` 4 5 6- ': 71.4 1: � I �� ooF ^owJocq LLE cv W O R.J U 0 0 4 cv� a. q Q=ac, -.I+ J CC ,/! ^ 1 114 N 11 !II 11 /� 1+4 N 1 I '1114 I+ 1 ZqWO IF �"'. �-�+! B- ! X712 •'S- - g c7 z w W rr ex w 0 0 0 0I, m 1:1-8 zoFZTo2,,,-. Z I ^-^ I CI) --- I rn 0- I# .� LL, 1�, ` noz=ate zFxW C) ee QS-w}�J°vJ=o C7 1 i 1 , , I O V HPUHHH SLOPESLORE Z r 1 . __ r tV LUrr 'z--.\:.-11144..., � Lt1 3 � ' .. 11 «11,II 1 r I III i��������� I Ii " 1I "11 ... 1 ., © � o..._ , I _., v 1"- J 1 8-5 c7 WJ �o oJ_�QWI I1; o- _1t " _ 3Ji c. ..,, 1 .013-s� _ I I; --.0 _� _� E.E. ... _ . . �f4 , 12 /' ' � ` � ��.' _ <-� *- .O 0 QWwwo"Zo .,,J NO .. i, rrF= Boz &=W SLOPE I _ r �' I � W i rnr-?Fes�i uax Q � U ff nn 1F4'r . 1Gr' - R ; i �' p 'f `�T�� L`. I f8 i II efil ' ` e' L` / w x ) - - I�- :is • ARE;'i ` r----s--._..,_.- - •;-EA ARE.. - - W 0 SLOPE SEE DRY SID ALL 1 1 14 SEE DRY SIDEWALL SEE DRY SIDEWALL ` 1 P 1 114 IIE SEE DRY SIDEWALL I z03 DETAIL THIS �+ a: r AIL THIS SHEET DETAIL THIS ' a<1 r TAIL THIS SHEET :� ea f .- 6-S 1 3-8 5-9 11•:: 3-8 a & en . l!f lel LI ` v _ - - - - t : B-0.fi =� - _ - - - - - - - - - _ ® T - - ®- - _ - - 8-0.6 r - CII! - - TTS „f,. ..«....:, .. '_� L. w o w U = 4 P, N x 2 I - :: I a.w z I . I I i I I H o a s W B - __.. '- _..... - I _. -w , w = 3 ' flN) O J o IN f [] \\ I I _ O . O O Z N N B-E.5 B-71.4 B-G.6 S B-J.6 B-L.1 W � F_ F_ [ ] . , 1 X t, SEE SHEET SP-'.!D1 C ~ _ _1 .\_ . _ iV3 Remote Area 5 Flowlna Heads 4 Start Head PSI VARIES n - t� Start Head GPM VARIES w' T2 Wet / Dry WET Density 0.10 Hazard RESIDENTIAL Area 4 SPRKS SOFT per Head VARIES . N Code NFPA-13 Len/Wid Ratio --- Elev-Hd to Riser (') .. "- ,,, Construction COMBUSTIBLE Max Velocity 9.6 PSI -Hd to Riser f Er, N W Source Name or Location CITY CONNECTION - - • PSI Avall at Source 104.0 GPM Req'd at Source 190.9 inside Hose --- ,_„ WN ti _ I PSI Req'd at Source 73.8 Duration of Source -- Outside Hose 100 = W o N Safety PSI 40.2 Req'd Source Volume - re 2ea NOTES: co J z 2 c, • 2 CCy - W O Q au W I 1/4" : 12" - SLOPE i I N p x I SLOPE I J4„. 12 :r o a - NOTE N ® . _ 5TH FLOOR AND LOFTS, RESIDENTIAL. WOOD CONSTRUCTION WITH TRUSS SPACE z 1 I , i -I FILLED WITH NON-COMBUSTIBLE INSULATION. NO SPRINKLERS REQUIRED IN T I CONCEALED SPACE. WET FIRE SPRINKLER SYSTEM. SEE ATTIC PIPING INSULATION 4 B-0.4 - - - - - - I- - - - - - B-0.4 DETAIL, THIS SHEET. • O . N N C IN I ac J .41.% 11 -T- FOER COTHONFLOOR „ __ Lu J Qit Q x I O I ' 0 1 114 � •�: 114 O 1 13-7+: 12-512 -I- 13-81: 13-71: I I ,4_, € 1,. I , z O 0I1 I I I I:� Fe I - aF Q, rq � & w 114 1111141. 114 r I LLI s •' 4- w 1 12-11r / 2- -I1 „.12-1 - n Y C 1 . :r V3-o `l. C 3-0\ c1 1+: o 1 / \ I /,\ Q � I U , e w ......,.._____b-,-, B 0 5 ! I o w� 1 I I v, I 0, m OAK STREET APTS 1 I I I BUILDING B CPVC PIPING INSTALLATION REQUIREMENTS FIRE SPRINKLER SYSTEM LINES - CPVC (CHLORINATED POLYVINYL CHLORIDE) PIPE FIELD CUT TO THE LENGTHS INDICATED ON THE PLAN, ENDS FIELD CLEANED, CHAMFERED AND DEBURRED, FIELD JOINED UTILIZING A COMBINATION OF SOLVENT & CEMENT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. UTILIZED FOR WET-PIPE SYSTEMS ONLY. B-A 0 B-B 7 B-D.2 B-D 6 "A" OAK STREET APTS HANCRS - PIPE HANGERS SHALL BE SIZED, SPACED AND INSTALLED AS REQUIRED BY NEPA STANDARDS. NO OTHER PIPING AND/OR 8900 SW OAK STREET DEVICES ARE TO BE ATTACHED TO THE SPRINKLER PIPE HANGER SYSTEM UNLESS THE HANGER HAS BEEN SPECIFICALLY '7////////A//////// TIGARD, OR DESIGNED FOR THE ADDITIONAL LOADING. THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICES TO IMPROVE () 'P' THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. ��'� / PLAN SEE DETAILS ON THIS SHEET FOR THE SPECIFIC HANGER ASSEMBLIES USED FOR THIS INSTALLATION. i / m SCALE AS NOTED ( IN) NUI-(I I-1 TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERS FT - [.._--• ---I m 5TH 71 0 CI LOFTS F E S P I E P I P G PLAN ( IN 1 • _ "A" 1" ELeowIOR WALL DRAWN BY: AM&TK PIPE TYPE NOMINAL PIPE SIZE TABLE 6.4.6.3.6.2 ��'11 � ' � FLOOR DECKING 2x4 DECKING CHECKED BY JN Alrit) MAXIMUM ALiOWABLE DISTANCE 1' CPVC CxTf- - 112 JOLST ISSUE DATE: 3-20-18 CPVC Y 1 1Y 1)5 2 2)5 3 DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM AGER V SCALE: 1/8" = 1 -0 m m TABLE 6.4.6.3.7.2(A) TABLE 6,4,6,3.7.2(6) JOB#: 603869601 0 4 B 16 5-6 6-0 6-6 7-0 8-0 9-0 10-0 TO SIDE OF OBSTRUCTION "A OF OBSTRUCTION "B I �IOI {IN FEET) { ( MAXIMUM ALLOWABLE DISTANCE MAXIMUM ALLOWABLE DISTANCE PROJECT#: DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM DISTANCE FROM SPRINKLERS OF DEFLECTOR ABOVE BOTTOM 1" CPVC 1" SCH, 40 SIMPLEXGRINNELL©COPYRIGHT LESS THAN 1'-0" 0" TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("B") TO SIDE OF OBSTRUCTION ("A") OF OBSTRUCTION ("6") 4 L I'. i 1'-0" TO LESS THAN 1'-6" 0" LESS THAN 8' NOT ALLOWED LESS THAN 1'-6" 0" Q-8 TBE SYSTEM: BATT INSUL 1'-6" TO LESS THAN 2'-O" 1" 8' TO LESS THAN 10'-0" 1" 1'-6" TO LESS THAN 3'-0" 1' g BUILDING B ATTACH TO BOTTOM OF ATTACH TO TOP (BY OTHERS) SPRINKLER PIPING 2'-O" TO LESS THAN 2'-6" 1" 10'-O" TO LESS THAN 11'-0" 2" 3'-O" TO LESS THAN 4'-O" 3" J I 2x10 WOOD FRAMING r CHORD OF JOIST r r e » r A A ���� WOOD TRUSS 2-6 TQ LESS THAN 3-0 1" 11 -0 TO LESS THAN 12-0" 3" 4'-0" TO LESS THAN 4'-6" 5" JOI� <iAY g e SHEET: PLASTIC VAPOR " " " GYPSUM COLING WOOD SAMMY SCREW % TOLCo FIG. 78 �,�;.�.,Vi BOT. CHORD 3-O TO LESS THAN 3-6 3 12'-0" TO LESS THAN 13'-0 4" 4'-6 TO LESS THAN 6'-0" 7" 1"-212" PIPE: GST 20 - II '� BARRIER �<iO4#0 �4 ' • 13'-0" TO LESS THAN 14'-0" 6" 6'-0" TO LESS THAN 6'-6" 9" LOUVERS AND- STEEL CEILING FLANGE ...."4.•4•40•41.4,,v,"rriir 3-6 TO LESS THAN 4-0 3 ', I BY OTHE" •'re4re4rr4,rror%. " 7" » SOFFIT BY OTHERS+4"x1+:" LAG ( '. eit'40#14/4 e40•e4i404 ' • ' • . 14'-0" TO LESS THAN 15-0 6-6 TO LESS THAN T-0" 11' .+- t 3"-4" PIPE: GST 30 (2) resire%ire;r4004..4'6,4.404,�ei.�4ei�rer;.400rr,ro%!eooir, 4�-0" TO LESS THAN 4�-$" 5" s » r„oi or of ei ri ri er rr ri ei ei e. e 4-6 TO LESS THAN 5-0 7 15'-0' TO LESS THAN 16'-0" 9" 7'-O" TO LESS THAN 7'-6" 14" 1" TEE SEAL 5TH FLOOR LOFTS a ALL THREAD ROD IA4t0 4•�4�!s1.41:'14:44$74444.1474434#4444•4444.' e44M4r� o04+ 5'-0" TO LESS THAN 5'-6" 7" ALL THREAD ROD i ' r ., , 16'-O" TO LESS THAN 1T-0" 11" 1" PLUG PENETRATION e�fhM r• e1rr•�rrer�r4i4rre„Oe„rer, rr, 17'-0" AND GREATER 14" 1)K!-BARREL ai_ . T' /�f� �f) L,rsy NaysV4.r NP1 tl�.,PI�y rrOl r�rl a.. ;�'�.y' ��eor•;o;.'ee,�'4•;!rir4rri,rri,.,eio,ri:,e 5'-6' TO LESS THAN 6'-0" 7" � FlRE SPRINKLO2 N RING HANGER ADJUSTABLE RING HANGER ['r�,tol��ni4�° 4rlee+s�Iro4r'' '�Pirrs`Irr�Olre�ri'rlrr`ri'I;erO,I . " ' �` rt 445:d t.4.0`t'= %'`!i 'c , r,�;.,,�s�, ��� 6'-s" TO THAN r-0" 111" Residential SW Obstruction Detail Residential SW Obstruction Detail DRY SIDEWALL DETAIL ��i''44.4 0" ' .4,,io4�.4.0eeee \' 7'-0 OR GREATER 14' NO SCALE NO SCALE NO SCALE a 1 1�i...... err,r4ir�i \ HANGER #2 HANGER #7 ATTIC PIPING INSULATION DETAIL O3STUCTION DETAIL SP-106 NO SCALENO SCALE o NO SCALE M Ca.6 i B-D ::-M.9 B-C.2 B-C 8-0.2 :-0.1 6"x212")(21 2" ROOF MANIFOLD Ilk (2) 212' HOSE VALVE IN/ CAP I r- 2 !___,3_.I 2,2 6"x212"x212" ROOF MANIFO''._2 �® (2) 212' HOSE VALVE W/ Will.111111riak 4=1 it 0 v o TOP OF PARAPET: 157'-4"0 I (] TOP OF PARAPET: 157'-4"/"Th o�r CID O Q — v - TOP OF PARAPET: 157'4'0 \_ 40 k-4 N o ROOF(L SHEATHING): 155'_4'<0j'- U Tit filFit ............ — _ ROOF{T.4,SHEATHING): 155'4"0 CO�p O 2 �.. jir—H- -140-! I UQ ; :� �O(n C� I ROOF(T.O.SHEATHING): 155'-4"� O a j T T la I • 5TH FLOOR PLATE: 153'-0 314"f1 i11°1111 � .-■r 5TH FLOOR PLATE: 753'-0 3!4"0 :::."._,..;7.0,..._77.__________,___z_.: O Ilx I 1 ' girt j) ( / - j I ,.w� in —1111. //// — 5TH FLOOR PLATE: 153'-0 3!4" o R16!Loari 5-11 �y 0 C m o - C z c i I 5r 5 11 co b 6" BUTTERFLY VALVE V zoo NORM�4L Y CLOSED I 0 ��F o Ii �WE- I'� ►n I �, aCM-a 1 12' HOSE VALVE W/ CAP r` c�co -- CIV aL 1'-1 ' 1 10 1 M [k ci, i ( i / 11� 1 I,- LEVEL 5(T.O.SHEATHING): 143`-11 5f8"f� r _ -_ I -� [��� _ LEVEL 5(T,0-SHEATHING): 143' 11 5!8" �' k+@I F #, t I -- Ed.. 0 6" BUTTERFLY VALVE 1 I, :� N I �, NORMALLY CLOSED I LEVEL 5(T.o. SHEATHINGi: 1!13-11 8"0 `'7 `` f "coI I �f �i x212' HOSE VALVE W/ CA _ , 1€;" ."04 IN r 'II _'_'' '_ 1 *] C.�rA 4 11 cO NI ItL—leaaag.a I i 1f` t 212' HOS_ VALVE W/ CAP r + t 11 �� ' E 00,..,,,z,-6,-.,„.7,; it n _ `� — -,z.,,,, zzwan zaH r�0000� � • ` c.7ma_–,,ce IY W Glp 40 `\ I Qd' F W F-c' `\ =wlL ar �l7ww f O ce-,O Q w p n o= r a 1 01 COI 01 '1o'6oawt,_I dr,Li =, 41 ,1 = Wim¢~zzim z3¢ fp \ z� �irz�l � ~zo :2!-,11:u.:!: 1ci oar LEvEL4ff.O.SHEATHING): 13S-3314" _ —I1 -:. __� ,�W.. �� 1 ..-_i I Lc) I z � z=� oa} j_ LEVEL 4(T.Q.SHEATHING):133`-3 314"/1TO] �`-- {�VN N 1 _ LEVEL 4(T.O.51 LATHING): 133'-3 3/4"0 x w o~a arN" y LLIro f � � �U=�>� �� " CC co t of t 21 f ! I ml c 21 z' HOSE VALVE W/ CA W =p>F V~W J a CV„ � N,. h 0d4 o1af!! la 110z w O a���ij� z rV� 1 li, _ OOYv. i co co• Q w pz�w t= i-2 U'g wJf0 �' ,� Z m== OJii ...- i / / Z ~Ja aJ 1in1 40 1 _ 7f t3 1 toT a oFOr .x=I t \ O RI TTT \ I ' I Q aQaaxao 2 2 HOSE VALVE W/ CAP 5 r a .. . J.1-J CC ■ 3�a�r���z� Z Z ``•a f� ��" zz�z���o:C W NE I I I 1 1 o J'I \ .. 2 W Or,J`=KOJ�1 -� ` RN •`�� I', oaOla-w",maOz=a0 ID 11 Z`. CD j ''... z z aw 1-a (/).m■ I ... 1tr__:1 \� �'.,` Mg=O W a.yy-OK rd, Z r ,,, LEVEL 3(T.O.SHEATHING): 122'-7 718'� I �� I -__ LEVEL 3(T-O.SHEATHING): 122'-7 718"O I \ r=z v a- = r I 1 r^ .I - ....__�..� i - M 1 - - -� • � - z 0 gO,a V w z u z o O LNI re) cS w VJ N J , . LEVEL 3 T.O.iSHEATHING): 122'-7 718"n v o r=0 s$`i=a' - C� tD ' I r �++ .-- `J ¢'WwOuzONE N . I I I � f I 1 -t 212' HOS£ VALVE W/ C . ��000r r�azO N. N N m ? m �¢?a10 u • a ...a• � o (I O io 1 W 43 r , 5x1 tle, , W re . z l' I la in 0 c.i l' - 212 HOSE VALVE W/ CAP n N Y W . \. I y W G O api �' lir rc �' LEVEL 2(T.O.SLAB): 112'-0" AMID �� 1., I I II LEVEL 2(T,O.SLAB): 112'-0" N `� �� ' . _ -.I I I �- f r ` En IV ~�� LEVEL 2 ST.C). SLAB): 112'p" o r If t Id `/ ` - I\ co 0 1 7 d • J CO 1714 1 moo :_ ter— , ' 212' HOSE VALVE W/ C -,„ i x ' 2' 1■ -- cc J O _ V �. rte{ 10 /- e Ifl I i J r • r I — - • _ ---4- ... ...,a,, .a. , . i .:41.. E _ . i� 212' HOSTS VALVE W/ CAP in ii • . [O 44_ z ■ 01" AUX. DRAIN •d 0-6 2 . Er tD _� 1" AUX. DRAIN •• - 40 W 0 LEVEL 1 (T.O.SLAB): ipp'_p'0 w —LEVEL 1 (T.O SLAB): 100'-0"0 `� \ o _ r •^ „7 .. * 1 • .>-'• LEVEL 1 T.O.( SLAB): 100'-0"0 a I a . I T STAIR 3 , SECTION 2 STAIR 3 , SECTION 1 w SCALE: 1/4" = 1'-o" -_—_-- SCALE: 1/4" = 1'-o" -...- STAIR 4, SECTIO3 0 0 2 4(IN FEET) 8 0 2 (IN FEET) 8 SCALE 1/4" = 1'-0" -_- �■ 0 2 4 8 c, (IN FEET) m ce T . T T e-o T g-c g.o T �-'� a-o T T e-o -LZ.z ,.., ,--) 11 41 e ...._ i . , e • 1 + 111. I T j' 't .� I I j{{Ii11 i I ! I 3 E I ' I I Mr ; ; I( I r i I ' I I f I I f I I i I I I I i 1 1 I 1 i 2-10.;< " SP-201 I 1 -1 ,I ■ SP-201 I _ - sP 20 I 6. I '� �, 1 —�'� I 6•■ SP-201 I 1 -1� ( 6.r I 1 -1r 1 1 S■ SP-201 Z N I I 2'-1' '; . . iiniwi i_ 5�■ _ I I . 5 I I 5 �` L .� 5�" - ._ . 1 a co .: —P 1 • •',a`: a. — ■■xr.lrrxa gill • re ar Si •/ 3'RISER !1 ��p!f �IOBEA �11� 3.RISES _ 1 u1 '� > N E.f Y RISER ,1 6 �- ",i S RISER -,1 RD i 6'SiANOPIPE W/ 'i VE 111 1 I 1'x� I 1 f na4: ZE Il - yl 1'x I 1 ' c XOg YALYE w = i 21i 11E106E VALVE 2.FLOOR CON • : I 2'>F VAL r FLOOR CON • _ I ( 2': YAL 2„FLOOR x'i wall 2.FLOOR •, , -I I } p E ``, r I a 4•. .r _, ,.,_..........., ,_,...„...,,,..,,,,.4.--:•." .'"''- -•:.:''.-',.--' • E ` E . . . . _ Vr drk1 t- ) -------) --) I 2 2 2 grk 0 a 5P-201 5P-2015P-201 5P-201 5P-201 I ? SC u i m STAIR 3, 1ST FLOOR STAIR 3, 2ND FLOOR STAIR 3, 3RD FLOOR STAIR 3, 4TH FLOOR STAIR 3, 5TH FLOOR OAK STREET APTS scout 1/8'- 1.-0' .,-..�� sate 11s'- 1'-0' ■_■..� scar:yr• r-cr ._._IN sa :1/s'- 1'-a' ._._— TALE 1/e`- r-o- r_r_r_ BUILDING B 0 4 8 1'6 0 4 8 16 0 4 8 16 0 4 8 18 0 4 8 1'6 (I F1) ON ON FEET) {N FEET) ON FEET) FIRE SPRINKLER SYSTEM ® _ • • 3 ' 0 3 ' 0 3 �� 8900 TIGARD SW OAK OR STREET 5P-201 g SP-201 $ j 5P-201 8 5P-20! 8 171... ....1. . millir- " . 11.--...... - -11- � 1+- 4.0 -a oe I , fp . some.-..:j. DrJ . . -f" .., ,.x rU • SCALE AS NOTEDr.Vr ;< 0 r la I. !• ' I DRAWN BY: AM &TK CHECKED BY JN i. I. - ISSUE DATE: 3-20-18 -� I I JOB#: 603869601 I _ _ 1 PROJECT#: JOHNSON CONTROLS©COPYRIGHT 1 ■ _ ,l E = I SYSTEM: `•' "" : I FIELD / LISTING NOTES BUILDING B 1 e �` r — --�� = g_` = 132 I I a2 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 PIPE. SHEET: I =I 2 GROOVED END PIPE FROM 1-1/2" THRU 4" TO BE SCH. 10 PIPE. 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) STANDPIPE 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) ni CO STAIR 4, 1ST/2ND LANDING STAIR 4, 2ND/3RD LANDING STAIR 4, 3RD/4TH LANDING STAIR 4, 4TH/5TH LANDING 5 ALL i" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. WSCALE:1/8-- r-o sc 1/8'- 1'-o 1/8-- r-o . . SALE 1/8'- r-or 6 ALL HANGER RODS TO BE FIELD CUT ` ON 0 4 F ON 16 0 4 ,6 - 4 (w F 16 0 4 {w 16 7 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS a 8 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS SP-201 nt0 Co) B-B.6 B-B.7 B-C.2 -M.9 -D.2 B-D.6 -D.9 B-E.5 B-E.9 B-F.4 B-FB-G.6 - B-H.5 B-H.6 B-J.6 tL.1 \ N. \ --t... 1-..., . o N ocsi �- 1E 1. I --I I I I I — — II LOFT PARAPET: 1651-9 718"0 ZN .x — — — — I — — — — — — — — — — _ - - _ — LOFT ROOF PLATE: 162'-11 718"0 C CO I TOPOFPARAPET: 157-4" O � �0 000'71 4lTL -, o p Cl.U- - I --__. — / ROOFOSHEATN155I4IO N co o — — I _ I _ I — I _ I _ I — _ _ I I _ _ I I _ I I _ / ® Z -'_ _ �� - ,� CC `/ ,� "�� '� /,/ /./I--- / f ✓ .rte / �� I '-----',----1,--- i I `'/y .� r f ! I�-' �' �- �� -� - �_- _ "-. - 1 ' 7 E — — ,--",,-----,/ ------/----","----„--... i'� f /- i' / "/, r y�. /, /"" -'---- //� %/!, /, /, �' -I..--Iice; / f� `% /%///" f'!�� ��" r / `��'f /f _ _ — LEVEL 5 MEZZ (T O. SHEATHINGS 153-10 314 a f i s /f ! f / / !� i' i ." / f / f f / � / / �" -/ � -� / y� f� / fi f f f �` .- i / -�' f / / f �, / f f / i f i ." i f ,sf �/ / i i i f ' i f � f f - f i' f f .�' / ----`7,---- f f X 'i" ,-- _ r ' U LL& xoW . .___ ==, . o -• ---- - I „ I ,, 1 51 r L R SND LOF RESIT I:N fl 1 ,.T �ON WITH JOIST SPACE a a UNIT11 NIT UIQ v - c_- - __ U I U IT - UNIT FIL w ori. US11B _ IULn -a: TNM.: FQUIRE) IN �� I ... ‘... .- I _ ,9 I r,� L ,PG -r , , .._ / \ / 1 J ,, I - _< iili —._._. ..- ., 1 / ,T I \ \ / / / \ I ,- •�" `A■tk II f �,,,�, ��� € — LEVEL 5 (T_O. SHEATHING43 11 5/8"O �"` SSS? w n 10 JOIST JRAMIN, IN D )R( IC�IL} NIT - 1 - 18" J� T�FI�,A NG Ir~r UP l rs (Tr lc,�l-}� � > ��- UNIT I UNIT = 1I1T LINI1' UMI ` UNIT UNIT _ ? � � 17 \ . � Y \ ,. ,,,:,. .,„i a 1 _ _, I ! - i T 1 . LEVEL SHEATHIN 33' 3 314"0 � " 4 T. G : 1 Oz i. I , ! I I I , I J - P4B,� TH FLOOf RESINS 4L '.TRUCION WITH J015'" SPACE - o o- I FILL I TH 40N-�OMBU, B_I: It l LA11ON. 0 SP,�S REQLIRED IN SPACE - OOI-�zr ra6 UNIT NIT UN T 1 IT LII�J U IT U IT I - uNrr CONcI_p ED PACE , --- - T � oo�Z� _� / / - - _ I . f \- / \N \ \ ',.1 L p a x3W a 0I WWa�xawZOKIaJJi 7 f- \ \ \ / ' v'00q Wlr=} zxa Ox wwar gVwI ' LEVEL SHEATHIN L 22'-7 718" �' a am' - 1 — •- �-- h — — 3 T.O. G : 1 � ::: ooapoo -wwo z 0z ,"= ,,,=xW&oOo>-II IIIII ; I I �a `r°~=w� ��w¢ F_rwaz z axG A Z 2 r _w W W _ z~ ,nKm mH Vatraz �Wn \ I, I - o o • l i ' ' I -' , ` , O=O w a T Y Z 2 w z Y V J r�w LL z- =z w w 0 a a UNIT UNIT I U T JIT L V7 U I U IT -- IINI'� _ T w zo}0ww,� .w 2 ,� -LJ, . ; .. p Awa~ N lJ LL al O {,J W — '' ' — -- _ I — II I 7 I II 11 I / \ - - — _ •-•-•• � / w z, r Wa _ T.O. ROOF DECK: 113'-0"� _ o a. a o W _ _ F oNM���LL�m ho 4...1 T i. ;II .I I I II I I I I II Tr.l I � �.� II. 1 I: € ,,,. „ i II II I I �� II �ra�.�wr„ I -.I €€ I - 1 �i �: 1 11. 1 €� .0 -1 r. ��{ j f -) �1� Iii 1— L _ _ ` LEVEL 2 (T.O. SLAB): 112'-0" F Dv L,90OW P.g~to}= I I. _ ✓ . : .r .. a tr - _ : -e ..� -s7 .� - - _ „y. -a _ '� ,y - a \.. ..., .. n .. _ t, .a. .\- - _ _ _ o Z z a w O z J W „Jj O Q/ { f 3+,--� .. .. fpr{ �•--� •--'€ --€� y r - O O1 11 r l`J� 1 it I aW1 F� I I I - -- � /�/ C- - �11'I i� � - iii ll iF�- ii I i_l \ �"""`"` = Z .-w a .a 0 _ o ... ..._.-,..„.L - --- -f ...- .-.- , — _. .. i� "_'r ■ -:� i LTJ -- Z �+'l -_ ar_ rwra _ Q' co 9 x =0+++ - _ _ i ._ _ •. --_- 4 _ - __ - __ 151T FLOOR .1. _ FIGS MP01 iANiQ BIKE ROOM. a a a x a- o r_ i—, �- — —�'^--rt—=—,T—T - — — — r -- — — ——— — __ - - ;I'i�- - ^ `A111C['1 CII TAI �L z w`^n�LL rr c �' —— E. -0 xi 0 1- ITl -_- , -`,-- ,r- - _, :. - _=-- - -- �iNCRE -�LIs_I.G HE D SPADE AB ) -o =o a W z I I - - � _ _ -- -_-- _- ____ 1 I � (� _ . ' - -.. . - i = - - -�" , _ ,= --- _ - -- SLISPENII E �.�. — __ .._,-, ,,,...„-00 x _ O E - - - ..,. _ .; w_- w�-„w ._._S�. .._-.. ——— T —— .. - \ • ? a W..4, ¢_ y Z ._ _ IC- II — 1 g.== -� — —--- , t - --- - II II II fl -� \ ^� I a ■ �- sir SC I� • ,-w x 7 LEVEL 1 T O 100 0 Tip 1 - 0 — . - GO : _r T1_ ..� ( SLAB): "_,_ W muni iiu ni i u ! \.Jlll�ef�i i ii ui ii i , ii ,u in nnn LP , ii i i ,ii i i i i ,�i i i nu wmn w - b - u - - - _ �� c �N�.....,.-...,== 2 III III III --I= II III II III I III I III ISI III i t ISI � I � I 11 iii i SII IIS Iii Iii Iii, � I iii Ali Ali III Ii II ; Ii II IIo 1 I I I I III I ! I I I ! I I I I . �. III III III I I adI I I I oUopz"swog=I- LI z H a z,':-.3 O 0 � qA °° a a a Q P-ooboF�=�zozo I� tdLLo o�- i=tnxaS'z`� u O ( 1 1 I € - I - w - of IL a Y CO 2 = K a ,n m W O '� B-A ci, B B-C E_3-E__3)-- B-E E® B-G B-H B-J B-K E3-----L).. W j W = a W N Ch J 2 I- O O I- O. r W K W ea V) o W a JN N r 0 LEC_QBUILDING B — LONGITUDINAL SECTION 1 W z . E co▪ tY ,- LS W 1 Y N S B-0.5 B-0.4 B-0.3 B-D.6 E'-2.6 IB-0.1 I B-0.2 2 2 LL W d N K 2 D C a. co i 1- — — — — — — — — — — — — — — — — _ r — — LOFT PARAPET: 165'-9 718"0 - o I I I I '_-� LOFT ROOF PLATE: 162 11 7/8"0— — — — — — — — TOP OF PARAPET: 1E.7'-4"0 ,i., _ _ UNIT L FT — -� I -I l-I 1- 1 1 I -�- 1 1 1 I . .� n n I f — �- f, — _ UNI." LOFT _ _ ROOF (T.O. SHEATHING): 1 '�” # I �_ _ _ — - - I — o ..._ — — — _ �� -� i- f'./ - f y,` 'f i�' ! �f'� �'-� _ _ LEVEL 5 MEZZ (T.O. SHEATHING): 153-1C 314 w I, ! 5TH FLOOR AND LOFTS, RESIDEN L. WOOD C 01,STRUCTION WITH JOIST S 'AC �T . UN/1:- I € i i Fit I ED Wg-H NON-COMBUSTIBI r �ULATION. I'10-SPRINKLER5 REQUIRED I � E �� CONCEALED SPACE. \ I I _ I I �I _ LEVEL 5 (T.O. SHEATHING): 143'-11 518" -m - �. O I 3 2x10 JOIST FRAMING IN CORRIDOR I, i'PICAL} IJ w 1..1 S ` 18" JOIST FRAMING IN UNITS (TYP CAI, o , / , ' UNIT CORRIDOR UNIT °° �, I I I C n LEVEL 4 (T.O. SHEATHING): 133'-31314"0z Z N. �U IJ J \ 2ND - 4TH FLOORS RESIDEN L. WOOD CItSTRUC110N WITH JOIST SP ,CE �' 0 I` UNIT I, CORRIDOR I FILLED WITH NON-COMBUSTIB I' INSULATION. IN0 SPRINKLERS INQUIRED INUNITI I I. CONCEALED SPACE. 5 — _ i . � II -- - I , LEVEL (T.O. SHEATHING): 122'-7 718"0 IJ UNITI CORRIDCIR I I UNIT I 0 in W I I Ix T.O. ROOF DECK: 113'-0"fl w — — — — — — --- — — + — — - I — - — — .. I i € f I �n , — I tl1 _" I LEVEL— — OAK STREET APTS - - - r� n p L BUILDING B o . _ ; ---1 z f_ -< -1 rn1ST FLOOR PARKINGGARAGE/OFFIC=S/MECHANICAL/BIKE ROOM. FIRE SPRINKLER SYSTEM I. I I I OPEN PARKING GARAGE I CONCRETE PT SLA WITH SUSPENDED CEILING. HEATED SPACE ABO) I I` 1.--1-1—_,j L_�" O SUSPENDED CEILING. - OAK STREET APTS .4LEVEL 1 ( LAB) 10J'-0" 89Q STREET - - — — — — a — — T.O. S 0 SW AK 0 I I I' I TIGARD, OR , , it I l i I ) -€ € I I I I 11 I I f — �- 1 1 —}- --I- I I � -�- - -' i I-__I- -1-1___I-1- SCALE AS NOTED I , — DRAWN BY: AM&TK I I I I I I I € € I € I i I € I I I € € € I € 11 I I I I I I € I € i € I € I I I ' € I I E I I I I I € S I I € I I € I I € I € I I I ' € € I € € I I € E I I € I € i I € 1 t 1 € € I € € € € I I— MICHECKED BY JN ISSUE DATE: 3-20-18 JOB#: 603869601 \LIB-8 B-7 B-6 B-5 B-4 B-3 B-2 B-1 PROJECT#: - - JOHNSON CONTROLS©COPYRIGHT SYSTEM: BUILDING B KEYP LAN SHEET: BUILDING B BUILDING SECTIONS in 0 BUILDING B — LATERAL SECTION 1 a` N SP-202 M _ TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations '� -1StSI Design Maps Summary Report .Q SimplexGrinnell SimplexGrinnell ,- too, User-Specified Input Address: Oak Street 9520 10th Ave South,Suite 10 Address: Oak StreetIiiii�__ `" ProjectProject9520 10th Ave South,Suite 10 vi zo Report Title Oak Street ; • Tue March 6,2018 23:41:19 UTC Seattle,WA 98108 Seattle,WA 98108 � � o i[ 9000 SW Oak Street Powenng$touio.s Wore 9000 SW Oak Street Por+rerrr+Q9rs0asskthtrkrrvn?e alai Building Code Reference Document ASCE 7-10 Standard C P (which utilizes USGS hazard data available in 2008) Tigard, OR Tigard, OR 0 47/ x Site Coordinates 45.44407°N, 122.77081°W Job# Job# 111 c o Calculations based on 2016 NFPA Pamphlet#13 Calculations basad on 2016 NFPA Pamphlet#13 2 Site Soil Classification Site Class D-"Stiff Soil" C0 ? CO Risk Category mon Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components Z = u 4 II .. ... ... Maximum Spacing 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Spacing 40'Q"{12.19 m) TOLCOTM Component Fig. Number Adjusted Load -' 1-pui „ -lill� orp . oda or i an Maximum Brace Length 7' 0" (2.13 m) Fig. 1001 Clamp 1425 lbs(646 kg) Maximum Brace Length 7 0" (2.13 m} Fig.4LA Clamp 1131 lbs(513 kg) mi �5Lu , • Gres aCalf Cif I.Vil t1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) 1"Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) • • Bracing Material Bracing Material 'Calculation Based on CONCENTRIC Loading "Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. Angle from Vertical 45° Min. ,M . 'Please Note:These calculations are for TCLCOT"' components only.Use of any 'Please Note:These calculations are for TOLCO components only.Use of any .�c�+pal other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. `fit 0ltly�f 4 is., 4 Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42" (11 mm) f �����'G - - ,r- • -fear Assembly Detail Assembly Detail LIR Value 200 UR Value 200• c]; .. ......, ct,-,,. ; ,, Mt',;.!' ) . .. -o - ax Oswego Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 98• Max Horizontal Load 1310 lbs (594 kg) • , •• 1.• 20'' lk s,± UNIVERSAL SWAY BRACE ..cce°""w"n'"`wwar' Tualatin ForceFactor(Cp) 0.51 ATTACHMENT Force Factor(Cp) 0.51 ( f� � `,� joy O �O f� nti� i eIIA.'()t3 STEEL PIPE-___ �� . .,a �'! a �ai l :.•w.r �@g� • Fastener Information Fastener Information USGS-Provided Output Fastener Orientation NFPA Type B %..a. Fastener Orientation NFPA Type B � • -> e° ooOOOO �wwo 9 9 9 632 lbs (287 �° ♦ - ��oZoo..=z=� „ =0.979 SMS = 1.085 SDS =0.723 Maximum Load kg) j / �� Maximum Load 632 lbs (287 kg) ! a w W o}C=a =o`>4 S1 =Q.425g 5M1 =0.6698 SD1 =0.4468 f #I •!' ©' <F,Ez2=3�i-ao Diameter TOLCO FIG. 1001 �f 1/2in. -I m-r w r r ,x. 112jn. Diameter L.....__ _.. . E.._.; w w,-a r H_<0 -w w FAST CLAMP � �--r.7 S72`'P'aamloNN For information on how the 5S and Si values above have been calculated from probabilistic(risk-targeted)and .+ m "' M Z Z o o a o a-p t2 W UJ deterministic ground motions in the direction of maximum horizontal response. please return to the application and Length 3 314in. Length 3 314in. Z 3 s==i go o W LL,. a=0r gg,3 L) select the"2009 NEHRP"building code reference document. Er.,ce r o),-=a o z w Ev CC Type P_OW_ERS POWER-STUD +SD2 Type POWERS POWER-STUD +SD2 0 o=o w a >Z N...._, UWj ___ a�u�omwXJ�i� W NICER RC.sp= a Spectrum Des.9n Response Spectrum Brace Identification on Plans SBI Brace Identification on Plans SB2 0 w,2",w„o QCC ,} 0I W Op7-1- __LL - N C/) _ Orientation of Brace Lateral Orientation of Brace Longitudinal `)r~Q S o o a B J to � wNd,/5H�Cm V5W V �_, -- c.>2 - Braced Pie:6"Sch.10 Steel Pie Load Information Braced Pie: 6"Sch.10 Steel Pie q° a L,=a=Z S Pipe: p p p Load Information • U wx����w0~awL`ia !Y O zO,%,wzz».¢w¢ J III ;• - Size and T e of PI a Total Len I Total Calculated Load Size and T e of PI a Total Len tfi Total Calculated Load � Z w z _ J YP P 9 YP P 94 0=r Q S"Sch.10 Steel Pipe(152.4 mm} 4Oft(12.2 m) 470 lbs(213 kg) 6"Sch.10 Steel Pipe(152.4 mm) 40ft(12.2 m) 470 lbs(213 kg) a o=Z m o>>a " sn `� O • °��uw =�az O „_.. ay. - ▪ ,,qw FEOW6,E, Z C.52 - a gNoo , b,_ocr 1 _2 `'2 H aar�...t,...,t1 O 7.1 1 - , - 1--=,,t,=-==,„,_.=~ .0 Z .n"p wqp OM---,U0, wjw i7aw ,t-<oa 0 ,w _ I I ! )-I-I I I I c.a�a I I I I 1 I t 1 1 I 1. 2x10 FRAMING IN CORRIDOR Z*=o W 6 m--F,. co ane uaa n..c LF? caa r, l.,a iia 1 r -ii aaa as sea m' arra E- axe _re ma <� 2. 4x4 WOOD ADDED FOR SEISMIC ATTACHMENT • _ ,- 1_,-,c(- .-. 2 P ": .f;8.0-0 Period,T(sec ) 4. 3/8"x3t 2" LAG AND TOLCOCH 9801DE ATTACHMENT z z o o a 5'' S o a 'a O report. PercentageFittingsSprinklers (31.75kg) PercentageFittingsSprinklers15%0, ,, uoZ-e,.„.. 4- o For PGAM,TL,CRS,and CRahlues, please view the detailed added for and 115% 70 lbs added for and I,, 70 lbs(31.75 kg) <w w W o=z o - N 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) SEISMIC BRACE ATTACHMENT m==~m ,a=a,o 0 Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the NO SCALE o accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. TOLBraceTM 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 USE AS NECESSARY. z cr a. w 2 N O 2 - r En aw U w z c7 cn La Z Q a. N r- La cc d U) 0 W f TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations Qi z SimplexGrinnell SimplexGrinnell SimplexGrinnell SimplexGrinnell v) 14 Project Address: Oak Street 9520 10th Ave South, Suite 10 T•Fil 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 J Lu = Seattle,WA 98148 Seattle,WA 98108ATfolil Seattle,WA 98108FITi•N Seattle,WA 98108 it 9000 SW Oak Street : tom 9000 SW Oak Street PeoveriviremiromWoyldw7, 9000 SW Oak Street atm,ing evertml r:WN 9000 SW Oak Street Pawing& =WO* ren p. 2 r F w Tigard, OR Tigard, OR Tigard, OR Tigard, OR N Y a r Jab# Calculations based on 2016 NFPA Pamphlet#13 Job# Calculations based on 2016 NEPA Pamphlet#13 Job# Calculations based on 2016 NFPA Pamphlet#13 Job# Calculations based on 2016 NFPA Pamphlet#13 i- x o z Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components Y n . Y 0. o 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 y z r in O Maximum Brace Length 7'0" (2.13 m) Fig. 1001 Clamp 1425 lbs(646 kg) Maximum Brace Length 7' 0" (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 T O" (2.13 m) Fig. 3000 Clamp 707 lbs(321 kg) 1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg) 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 Bracing Material g g 45° Min. 'Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. 'Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min, "Calculation Based on CONCENTRIC Loading 45° Min. "Calculation Based on CONCENTRIC Loading Angle from Vertical `Please Note:These calculations are for TOLCOTM components only.Use of any g e o 'Please Note:These calculations are for TOLCOTM components only.Use of any g 'Please Note:These calculations are for TOLCOTM components only.Use of any Angle from Vertical 'Please Note:These calculations are for TOLCOTM components only.Use of any I 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) Assembly Detail Assembly Detail Assembly Detail Assembly Detail 200 200 200 200 - UR Value UR Value UR Value LIR Value � 0 1310 lbs (594 kg) 1310 lbs (594 kg) 1310 lbs (594 kg) TOLCO FtG 98£r.• 1310 lbs (594 kg) TOLCO FIG 980 Max Horizontal Load Max Horizontal Load Max Horizontal Load UNIVERSAL SWAY Max Horizontal Load UNIVERSAL SWAY N TOLCO FIG. 981 .L� ,«°°�m � BRACE BRACE ATTACHMENTC UNIVERSAL SWAY BRACE '" ","°"" ". 0 Force Factor(Cp) 0.51 ATTACHMENT Farce Factor(Cp) 0.51 ���� ", Force Factor(Cp) 0.51 C)fl (' Force Factor(Cp) 0.51 ‘, F �0 ` /; rE STEEL PIPE .,,�E. !� r TOLCO FIG.3040--, TOLCO FIG.3000 Fastener Information •�� Fastener Information Fastener Information SWAY BRACE Fastener Information SWAY BRACE .ua,,VLm nae,, ATTAC[if 4ErvT '- ATTACHMENT BRANT Fastener Orientation NFPA Type B �� ... Fastener Orientation NFPA Type B •• `� Fastener Orientation NFPA Type E I `� `�, A Fastener Orientation NFPA Type H ;: \• '� • t .. .... 84-- r STEEL PIPE j • STEEL PIPE Maximum Load 632 lbs (287 kg) , ,f/ �' .Maximum Load 632 lbs (287 kg) ` Maximum Load 230 lbs (104 kg) \ ,, ,� , Maximum Load 215 lbs (98 kg) Diameter TOLCO FIG. 1001 DiameterDiameter t-/.1. Diameter 112in. 1/2in. 1I2in. 112in. .. FAST CLAMP �._. .--. �` l,-f6-MVS'. ,,-',"IN.,! '`.;; Length Length 3 314in. Length 1-1/2in. Length 1-1/2in. g 3 314in. Type POWERS POWER-STUD+SD2 Type POWERS POWER-STUD +SD2 Type Through-Bolt Type Through-Bolt z Brace Identification on Plans SB3 Brace Identification on Plans SB4 'Brace Identification on Plans SB5 Brace Identification on Plans SB6 a Orientation of Brace Lateral Orientation of Brace Longitudinal I Orientation of Brace Lateral Orientation of Brace Lateral U Braced Pipe: 3"Sch.10 Steel Pipe Load InFormation Braced Pipe: 3"Sch.10 Steel Pipe Load Information Braced Pipe: 2"CPVC Load Information Braced Pipe:2"CPVC Load In ormation o Size and Type of Pipe I Total Length f Total Calculated Load Size and Type of Pipe I Total Length I Total Calculated Load Size and Type of Pipe 1 Total Length I Total Calculated Load Size and Type of Pipe 1 Total Length 1 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) a 1.5"Sch.10 Steel Pipe(38.1 mm) 114ft(34.7 m) 177 lbs(80 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) (') 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) W 1- a U 0 0 J W re v) a co E OAK STREET APTS Percentage added for Fittings and Sprinklers 115% 50 lbs(22.68 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) BUILDING B Total Adjusted Load of all pipe within Zone of Influence 381 lbs(173 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) II TOLBraceT"Version a 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 TOLBrace"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 FIRE SPRINKLER SYSTEM OAK STREET APTS 8900 SW OAK STREET TIGARD, OR SCALE AS NOTED DRAWN BY: AM &TK CHECKED BY JN ISSUE DATE: 3-20-18 JOB#: 603869601 PROJECT#: JOHNSON CONTROLS©COPYRIGHT SYSTEM: BUILDING B SHEET: SEISMIC CALCS iv N_ in W L U Q CV SP-301 x 0 r7