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Plans (131) FPS2O19-00053 I 1 - I\ C , RECEIVED Li wpm v ir v. 1r ■ v v. 1r v ■ ■ v Ny v Ne ■ APR 17 2019 cn CITY OF TIGARD 5 • BUILDING DIVISION I,, c #*6. . #41 , ,_ _ I i. # a w I 1 4* 4 . 41 , t E 1._0 6-'',,:.4 P i 'i 2.1' ; r.! ii 1 'g PIyyy y� Z i _ 1415 gW 9hdg ap g " g g , it* .4E q :! 10 jc ! VE 1 4 'e a g4o tp 1 H XISTI \ 16J000 SQIP ± I - o - W R < #. \ ,IIS, , 2 1-- 1°BylLehg�i I / � 1 iP ba L6 A P 4 g 1 ped �r� Fn. , .. vz:,. R ill g 91 , t,� i . , v, C.5. ri.4 4 -- z h 4 V) i. H 8 z I ZWi !v l 1- H HLev tio ' _ ir ' v �i = pYQ[p LI IIIIyIyI 1A •g .Q W� 3� �z Rg sir V 1 / c rr =-- . . 10 $ V p(�yy 4 (r) i i g O. .. o: Plq 1 l' I ill li 14i Li: , • 1 4; h : 4 ! +11 .- V a hag Li_ I 4111i: Pig Pal ggl : :a Igil !EP el g op h 0 Hi g in0 4P#. , . H g 440* Ct W Ig. jW;ifiw [L u„ D i) J . ' I- I I , *. •I ,_ F — .� l o H �� `D Z I Y W Q w N Z V) Ct- a N L o' LIJ W w Z �' z 0 w ,� a_ CO \ , U, 22 J O \ cars `` o w Z 0 Q <<\ V) \i,,_ J w �S (5_, J\6', m H AR < I \ ] `� \ P I 0 . \ L,_, 6' \ H ,�, \ g z 0 //'`' \ Z . I I �'�(CI -65 Q o g I— < \ o \ OFFICE COPY w w cD +> REVIEWED OR COD COMPLIANCE L1- _.driiii„ H C `D Approved: l tr) CLI .—I OTC: _ j . V °' H. © Permit#: O 11 r te-Vl 0 S-3 cn E \ 6' Apollo IICDA w/ orgy Vo., .—IV x i s t i n c 6 " D C D A Address: �q,cs {�hd J-,4rV� -3-7- _I `r J DCDALF4A-OFCM6 J Suite#: Q GI 3ack � low Unit in �/ au � t sy -1-f-' Date:Date: 4� �,_1.4 \ . PLEASE PROVIDE vz COMPLETED NFPA 13 c MATERIAL AND TEST c co d--) CERTIFICATE AT nl FINAL INSPECTION E rn m . D . S . WI SA \ DBR STI ra CO 2 o U wLI- a. cm I— CO PROVIDE EITHER E Existinc City 10 " WaterFLEXIBLE SPRINKLER ��Line ,,. HEAD OR -INCH .. OVERSIZE RINGS A�I T OMA TI C (Source) on. INTERP 10-01 FIRE PROTECTION SYSTEMS, INC. VALIDITY OF PERMIT THE ISSUANCE OF A PERMITBAS _� EDONCONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT SCI'" M►. THE CODE OFFICIAL FROM111 MI I REQTHE CORRI=CTIvN �� `!'� GENEAL \ TES OF ERRORS. OSSC i C?s 0 �*j/ -1 . SYSTEMS U L1 . SYSTEM DESIGNED AND INSTALLED PER NFPA-13, 2013 Ed. — 1 AVV' T hE L , 1 iG.,,o 2. HANGERS SHALL BE PER NFPA-13, UL LISTED AND/OR FM APPROVED f 3. 1 " SCHEDULE 40 PIPE WITH THREADED FITTINGS. ,,•/4. 6" & 8 PIPE TO BE SCH. 10 " 1 4" - 4" PIPE TO BE FLOW PIPE. BOTH WITH GROOVED OR WELD FITTINGS. '?e• PR oI 1 / 5. ALL WIRING, PAINTING AND PATCHING BY OTHERS 3a -tE> I 1P - 10 — P018 19435 SW 129th AVENUE TUALATIN, OR 97062 6. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE HEAT TO PREVENT (503) 692-9284 OR70 WET SPRINKLER PIPE FROM FREEZING (Minimum F40 deg.). T i ,�,� c> i 8 / b A VFAX: (503) 692-1186 7. MAIN DRAINS, AUXILLARY DRAINS ARE TO BE1 0 OR CCB# 0067534 PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13WA CCB# AFPSYI*091B2 8. ALL SPRIGS, DROPS AND ARMOVERS ARE 1 " SCH. 40 PIPE U.N.O. S L o ± C / 8 S I 9. ALL OUTLETS FROM MAINS ARE WELDED UNLESS NOTED. 450 PR°Fess , 10. RIGID COUPLINGS SHALL BE INSTALLED ON ALL GROOVED LINES UNLESS NOTED. — ) �4D 4 oiNzF� ipy DRAWN BY: R. Berry Rec)1 ,, a / I 5433QPE r DATE: 4-1 0-19 11 , THE EDGE OF ANY JOIST, BRACING, PIPES, E.Q. BRACING, HANGERS, LIGHTS LESS THAN 1 FT. WIDE, ETC., �� TO BE LOCATED A MINIMUM OF 1 '-O" HORIZONTALLY AWAY FROM ESFR SPRINKLER HEADS. — '� V AHJ: City of Tigard SUCH AS LIGHTS OVER 1 FT. TO 2 FT. WIDE TO BE LOCATED A MINIMUM OF 2 FT. HORZ. P L o W 1803VI ofl�scox 12. OBSTRUCTIONS Y13 1gi��� FROM ESFR SPRINKLERS. �' C. SO 13. BRANCH LINE HANGERS TO BE LESS THAN 6" FROM TOP OF PIPE TO ATTACHMENT POINT UNLESS NOTED. F o W QL P 0 31u16 : 1 ) V SHEET: 14. MAINTAIN A MINIMUM OF 36" FROM TOP OF STORAGE TO ESFR SPRINKLER DEFLECTORS. P - 1 of 3 AFP_ PROJECT #: 18191 (111111 'IN Existing Sprinklers & Piping to Remain Demo Existing Sprinklers & Piping. �� .-,-----J. — O O O Calculated Area #1 'tea'J} � '/. o a in ' Branch Line Hanger Rods to be Less q I 4'-2"- _ 8`-4' Than 6' From Tap of Pipe to <A 20-6 Attachment Point to Structure - I J , A BB 0 5 / . / 18' -.-6.-ti"—"1- 6. ! ::moi- 12'-6" 12'4" =1- 12'4' =1= 12'1-If I ^ n I I I , / / Mnx �- , � 4 0 �J `�o `�� 0 �! -- - ------ -.-.._ / `15) 0111• (S)�O lw j'�� / 1 ..__.._ ____ _I'_____ _____ _____ _____ _____- _____ _____ _____T_____ _____ _____ L 'S O 2 :B€ 0'-4' / ri / I 1 �`' Glu-Lam Beam C1 k / \ i 0) in in 4111) 111 c / .--1�, .--I .--1 /ag) wl .I "I / W y J ... 8_16 : : }y,�����(]] vi 7: // 4! 1p k 1 g : 2 '1 i Wx_dc N O Ll F- wi O O O O ao '5i O 0 O O / O U ® :,..0_ •9e \'t� � � s a _ c7 '" Ti 19 6 EL. 19 4 '� a :u I ® ® ® 3-0 ao,s� 1 ® ap3-0 , d C & 3 m U OJ v ,54' 4' ,5'® 4' 1 ©4• 'S 4' X30) cv 4•® 4• 'S '54• 07> 4„S ® 4.7- 1,' 4� 4' 'S \--L:..14..-1._. _ i � I� K ” an Q'-7'',�.... S'=4' `0'-4'8'=0' 8'-.4' 4'-B" ' 7'-2• , � 4'-10' 8'\4" b'-8' 7� 8' ' 8�-4' 5'_0'x• 3'-4" '-q0,4-10 11'-10' � ��� � �� F{; _ ,T — — ts" - / 1$ T 'S © " Cut In New,( g ` 18 !} 1 d 5 a t t 410 110 t) rz,�� in \ ao / D..c'; r' 6' Tee RY 110 P g v ig R "i $ Ow ' •-acv "�1cu �'�°e 0 0 O 0 -- 3-0 0 0 0 0 /Ug)O"' ,$.'3'-0%..)4=. (� O"' / WP, 5 V. E 6 a: g w- N No N N E z.,,.a x..,6 ! .. .. ! .. .. ...4 t ! I 'II t oi (rI A 'Co C7I c� I i cam' 1 / r' 1 op 1 r' 1 / Z .r / • , / ;5.. Z ti h m2al M It 1 -}7); 1SIli / \ p / ,..4, C3 q xLi \ - O \ \ \ \ \ / \ 7 \ / 6 � � i I I 4-Ci- 0 0 - O O O O O /( O 13 O"' n0 / 7 n s � o '� "-I+ in 7 Au -.K / 6' Flow Sw,� New Spare 1 L �� i . i u e f i :11' �� in in in / r' CO Co) °D / Head Bax �''/ / / / / /--, 'ER ' 0 6 w ,1 d a --IfU P5 Y - 1..,:. .. _, , .4 * ' .' - / / 1 4 b Q - f - 3' 4" Z 1# g Pi Com' pi-...- .........m. �— • ° n1 \ �___ - ~� in IN i !ii ! sll 1 "� \© • ini`--,"J-J , 6' Alarm � I...K. 7 i �� o T �' ..a '.o 'en ! cl. Check VA. y " I � � rip 41,-i � Z O O O C� O n O O O 6' Control Va,_ wl O in(n5 T rt w/ Tamper Sw: I I Vi h 0 Hi in §12- 0 Ili 6' 1 4 0 q °. `'' e 1 SI e !I / 'i 410 r `I' •S co w c, Co °° �, To FDC xw ii �s ! ��1 ;5; 4 A CK "' 1 c� _1a NV ji g yYz cid 1 1 1 1 —� o • I �- co r o 0 0 0 Q• O\ 0 0 -_._ . 0- \` \ . \'� Co L t 1- o ,5'...9--' owes in i•' ..Co 1 Glu-Lam Beam z ccy 6" OI. o =h DN 71 rn CC 44 i _ EXISTING FIRE RISER - . o0 00 . oo m 133- " = i n O r �# - -277\[ Dn, 2' to 1st Level�J I Cr) I I t'7 I C�t221) I - \ , \•• Scale 41'-0" � N ,� � z I � �,5' m 1 1 N � � Q 6'-3' `O 6'-3' 6'-3` 6'-3' 'G _ Z T T U L O 0 EL,19'-0' O O o O Q O Oin C•J �' Hti Q ►�. cn I I1'-11 ri ©CijE�_ 'j c7 ri �� APBS © P�� , 1 ' .�, cn I 19'-0' ce LU V1 ❑ J b v' -^ '(>6 r �J r l�J� P r�P �L//, �r �/ r \C� 1 P� (�7 14 (�\r) r r - A. 6 P 6' b 6' 6. 6 b 6 6'0,r 6' 1.F��„� w Q. • ,0,4)41/4,:c,15;18" ' 6'-2' 2'-2 8\-4' 8;'4' `2'-c' ,6'-2' 8'-•4. ' 6,-6' 1'-10' 8'-4' 8'=4" `2'-6' 7'-11' • 6 -3 6�►6 0 -7 W _ 'a a. Li . �� 'P$ 'P� .-"K J u Zn I P r' 1 \ zz a co <E) °N t` r v TRAINING I. F"- m I �D lD R❑❑M ' 0_ m w , F3 = E, o. .oz 1 1 Lt ��' _�+� 2nd. Floor I . - z n o x 1 $m :B€ 0'-4' . o • • o ' U m m Q� z.r, 0 c 0 0 o� 0 0 O �, 1 EL, l0'-0- m i 0 O = \'P O \ \ \N • \ \� \;c' s: o Q . •-• N O 6. .5 3i1^ ^ - C] ¢ U V • —1 Y 0 0 O O y , di-71 - I 1 - I-I p I O r 1 co m cs' I Existing FDC7 5'_0; - - i Lowest Beam (!'4 , Existing 6' UG__ LA J R F SECTI❑N A- A I N w m z \\.. _-___________./-./- O z 0 `n ® 0 0 0 0) Q Q ® SYSTEM DESIGN N � " a System Designs to be per NEPA #13 2016 Edition F > I A LL L U w u u I (E) °H.°. O Rack Storage Areas: o wJ u Class I-V and Cartoned Unexpanded Group 'A' Plastic - IS\ ."RackodiEireica °r su ateder or ires Non-in Enca lsulated lto oa Mutiple Row \IF p p .03 EEE 1 Maximum of 20 ft. High With No Solid Shelves. tn J Maximum Ceiling (Roof) Elevation is 25'-0". J Q Utilize K25.2 [SER Pendant Sprinklers. NEPA Table 17.2.3.1 and Table 18.4(d). 12 Sprinklers Operating at a Minimum of' 15 psi. plus 250 gpm for Hose Streams. Density 0.976 a, c • • C ® Maximum Coverage per Sprinkler = 100 sq,f t, 0 N rt ESFR Sprinkler Deflector Distance below Ceiling = 6" to 18". z 0P2 J .L 2 o Z Office Areas:: 2 o CO Light Hazard Occupancy. Max. Sprinkler Coverage = 225 sq.ft, Q0 LU t t Cam Q' a cSi~ ii • i AUTOMATIC 0 FIRE PROTECTION -6" \I--1:� SYSTEMS, INC. I- li\ 1' RR • f� llib',. 1 1s —_ --..--- O » uP Cit +, U _ -- r'� o .., a Som, - - k KEY NU TESo 1 — } L B'17 2-b 5'-3' SYSTEMS �' 7,, i Steel to . �0= - • ,_ --.10J 1 0 CPVC Adapter Denotes Hydraulic Ref. Points x- PR o� G� — l —f ._'__ 9 _ - _ 2, _i� -- J ' RR 11-r -'�-6'-i0' \ 19435 SW 129th AVENUE j �C Denotes 4 Way Earth Quake Brace TUALATIN, OR 97062 1' - a (503) 692-9284 �\ 9'-5 '~ o FAX: (503) 692-1186 I S 1 Denotes Lateral Earth Quake Brace OR CCB# 0067534 o I WA CCB# AFPSYI*091BZ 1 El ❑ I •• I (v W LI �E) °N Denotes Lonitudinal Earth Quake Brace EDpRof s ��`1•\ ,- r - = 4"44G1N wt DRAWN BY: R. Berry 1 4 k BBBottom Bear, to Center of Pipe 549'�OPir 77 DATE: 4-10-19 (E) °.H.a. �� _ __ v : EL, = Elevation To Center o f Pipe �' -s" I :.::: AHJ. City of Tigard BREAf ROOM Ss = 0,861 per USES' Report ox>sGox� I n n ' ILS, , �u' —_ 1 _ _ __. 40— - - Denotes Existing Pipe 4'� eVZ .se _ CPVC Pipe Above Ceilings SHEET: Existing 6' UG Tres: 7/�I20 - - 2 of 3 LEVEL 1 AFP. PROJECT #: 18191 iels. NNI 0 HORIZONTAL INCHES T HORIZONTAL INCHES IL 5 l 72 60 48 36 24 12 0 12 24 36 48 6'1 72 CC 0 Q lie II Wood Beam- jJ..LJ- -- 1O -INWr ,Joist I I I 10 - = a �. ` I 20 �.� --- I 20 _\_SAMMY SIDEWINDER 1 _, ' 1 % - FIG. SWG-20 2&21/20 PIPE E OBSTRUCTIONS ARE NOT d I ( $ kd� ,� PERMITTED IN THIS AREA FIG. SWG 25-380 (4"0 PIP ) �'s g Ir - G 30 30 = THREADED ROD ANCHOR H � ; 1 k -7! EXCEPT DETAILS BELOW. 36 1!` » 1 % .4 ; 11 1 ; 1 36 -- q 3/8 ATR El igEni rp P t5 6 r eil 1 W .e 12 IN. H H ROOF DECK I�fi‘ MIM. RING HANGERpi 2V 1§9 ! I 4 54 1 h4 fi 1 ri. tstb gg EP g 1 1 gi kl 11 ` Milli IMF Ng Rid a i q g a -- GIRDER L- 2� A. W 41111 BEAM K V It.w. HANGE TYPE S y 1 1� In �II MAXIMUM PERMITTED H IS 1127HEMAXIMUM SPRINKLER SPACING E sI 2 6 i:1 ig! Pt PERMITTED FOR THE BUILDING i _ SIDE THREADED ROD ANCHOR HEIGNT,INDEPENDENFOFV, to ......L4/A„,,„,,,, 12" MAX._ OBSTRUCTIONS 24 INCH MAX. • 11 S -EDGE DIMENSION PERMITTED OUTSIDE Lii0 5 :! d z OF HATCHED AREA ,.4 .. .. :1_,' .. NrS � U Z JOIST OBSTRUCTIONS GIRDER OR BEAM OBSTRUCTIONS ISOLATED OBSTRUCTIONS J 'i m` 1 1 . cc 'e Z � � 1 ,,, � Y Z iF� Or ) w I g Ofd 2a- p �i u 12 IN, 12 IN. 12 IN. 12 IN r,r 12 IN. 12 IN. 12 IN. LC 12 IN. 24 IN, 24 IN. H MIM. J MIM. MIM. V J MIM. MIM. J MIM. 1 MIM. MIM. MIM- - I - V( MIM, A cf) �f� II ��� _ ii� CIS 7 / 1� r kk le- ��Z� 'a _ o . 0 4 `, . . ,..- 1/2x3 LAG } L► Z :.1tdt1,lliLll f AW �� Q II / N Y� qiillii! S� r rd 0 C Z � V1 � In M C r y O Zip O / , gi � IN S //:// . M d M o ANVIL FIG. 206 e i -- F z ANGLE BRACKET" A gt1 g - g o 01pi g in gi ;Ili M / / tit g 1/2 ATR W m p el Pgr.i J W OBSTRUCTIONS' INCH OR LESS OBSTRUCTIONS%TO 1-%INCH OBSTRUCTIONS 1-OTO 2 INCH OBSTRUCTIONS 2 TO 12 INCH OBSTRUCTIONS 12 TO 24 INCH WIDE PERMITTED OUTSIDE OF WIDE PERMITTED OUTSIDE OF WIDE PERMITTED OUTSIDE OF WIDE PERMITTED OUTSIDE OF WIDE PERMITTED OUTSIDE OF = „ a g a g g I- HATCHED AREA HATCHED AREA HATCHED AREA HATCHED AREA HATCHED AREA - •-""f--'---- 0 6 RING HANGER o CONTINUOUS OBSTRUCTIONS � o I- tior DOUBLE BAR JOIST AT EXPANSION JOINTS(REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND DETAILS). ' m A�IX BAR JOIST HANCE �PE O - (TRAPEZE HANGER PER NFPA 13. I- 4 I IF C;> 3D„ THEN TREAT EACH AS AN i ANGLE BRACKET a Z INDIVIDUAL CONTINUOUS OBSTRUCTION. 12 , , , , I- Q W i le 14.1 Z 0C0C �' cn © -- I6 , LOCATE ESFR SYSTEM CROSS LLJ ((may c/) �i MAIN OR FEED MAIN ON W ® -� -L /(�1 OPPOSITE SIDE OF BAR JOIST 24 IN. %% FROM SPRINKLER. to ce 24 IN. MAX. MIN. - z v' z LLI = 24 IN. MAX. j p m H W H W O 0 rea. I- IF W S 12", THEN H >>12" IF W 512", THEN H Z12" T 0_ c=-n O IF 12" < W S 24" THEN H _>24" IF 12" < W 5 24" , THEN H >24" E U LT_ 1- >- 24" 0M Joist VI Q GROUPED CONTINUOUS OBSTRUCTIONS- MAXIMUM WIDE _J Truss 0 a ` OD _ I = CEILING SPRINKLERS Y ,PVC Stand-OFF ( T � V J � Hanger Hanger Lii 1- c2 W z CPUC Hanger Details m o � � PIPE T"AB"LE Z O PIPE NOMINAL WEIGHT I TYPE PIPE SIZE w/WATER < I SCHEDULE 40 1" 2.06 Ib./ft. r^ I--- < 36" MINIMUM Max, Hanger Spacing For 1 "CPUC Pipe=6 F t, SCHEDULE 40 1 " 2.92 lb./ft. m CI I I SCHEDULE 40 14" 3.60 Ib./#t. o Max, Hanger Spacing For 14"CPUC Pipe=6,5 Ft, STORAGE SCHEDULE 10 6" 23.03 Ib./ft. N Max. Hanger Spacing for CPVC Pipe= 7f t, in0 SCHEDULE 10 8" 40.09 Ib./ft. z W OBSTRUCTIONS BELOW SPRINKLERS WIDER THAN 24" Max, Hanger Spacing Prom End Drop = 12 , (IAAXIMUM SPRINKLER SPACING 8'-0" 0.0.) i- EDDY-FLOW 2" 3.98 Ib./ft. I ESFR SPRINKLER OBSTRUCTION DETAILS EDDY-FLOW 2i" 5.3 Ib./ft. N NOT TO SCALE EDDY-FLOW 3" 7.14 Ib. ft. EDDY-FLOW 4" 11.29 Ib./ft, J a NFPA 13 2016 Seismic Bracing Calculations NFPA 13 2016 Seismic Bracing Calculations NFPA 13 2016 Seismic Bracing Calculations NFPA 13 2016 Seismic Bracing Calculations Project Name: Pape Material Handling Brace Design: Lateral 1 Project Name: Pape Material Handling Brace Design: Lateral 2 Project Name: Pape Material Handling Brace Design: Longitudinal A Project Name: Pape Material Handling Brace Design: Longitudinal B Ch Address: 6955 SW Sandburg St. Contractor Name: AFP SYSTEMS INC. Address: 6955 SW Sandburg St. Contractor Name: AFP SYSTEMS INC. Address: 6955 SW Sandburg St. Contractor Name: AFP SYSTEMS INC. Address: 6955 SW Sandburg St. Contractor Name: AFP SYSTEMS INC. .- City, State,Zip: Tigard, Oregon 97223 Address: 19435 SW 129th Ave City,State,Zip: Tigard, Oregon 97223 Address: 19435 SW 129th Ave City, State,Zip: Tigard, Oregon 97223 Address: 19435 SW 129th Ave City, State,Zip: Tigard, Oregon 97223 Address: 19435 SW 129th Ave C Prepared By: Berry, Rick City, State,Zip: Tualatin, OR 97062 Prepared By: Berry, Rick City,State,Zip: Tualatin, OR 97062 Prepared By: Berry, Rick City, State,Zip: Tualatin, OR 97062 Prepared By: Berry, Rick City,State,Zip: Tualatin, OR 97062 CD cA Iy Date: 11-Apr-2019 Fax: Phone: 5036929284 Date: 11-Apr-2019 Fax: Phone: 5036929284 Date: 11-Apr-2019 Fax: Phone: 5036929284 Date: 11-Apr-2019 Fax: Phone: 5036929284 N Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments I Brace Information Per Table 9.3.5.11.8(b) Seismic Brace Attachments Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments Brace Information Per Table 9.3.5.11.8(a) Seismic Brace Attachments CU Maximum Length of Brace: 9'-0" Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Maximum Length of Brace: 9.-0" Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Maximum Length of Brace: 3'-6" Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole Maximum Length of Brace: 3'-6" Structure Attachment Fitting: Universal Structural Bracket, EG, 1/2" Hole a) oc c o Size of Brace (in): 1 1/4" - Make:CADDY Model: CSBU1 Size of Brace(in): 1 1/4"- Make: CADDY Model: CSBU1 Size of Brace(in): 1"- Make:CADDY Model: CSBU1 Size of Brace(in): 1" Make: CADDY Model: CSBU1 J Type of Brace: Sch 40 Pipe UL Load Rating (lbs): 3000 Adjusted Per 9,3,5.2.3 (lbs); 2598 Type of Brace: Sch 40 Pipe UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 Type of Brace: Sch 40 Pipe UL Load Rating (lbs): 3000 Adjusted Per 9.3,5.2.3(lbs): 2598 Type of Brace; Sch 40 Pie UL Load Rating (lbs): 3000 Adjusted Per 9.3.5.2.3 (lbs): 2598 0 O Structure Attachment Adapter: Multi Attachment,9/16" Hole 1,9/16" Hole 2 Brace Angle Range: 60-90 Degrees Structure Attachment Adapter: Multi Attachment,9/16" Hole 1,9/16" Hole 2 Brace Angle Range: 60-90 Degrees Structure Attachment Adapter: n/a CO Q Brace Angle Range: 60 90 Degrees Structure Attachment Adapter: Multi Attachment,9/16" Hole 1,9/36 Hole 2 Brace Angle Range: 60 90 Degrees p g g g g g g Make: CADDY Model: CSBMA050050EG Make: CADDY Model; n/a �-u� co IA Make: CADDY Model: CSBMA050050EG Maximum Brace Spacing ft 29.00 Make: CADDY Model: CSBMA050050EG Maximum Brace Spacing (ft): 54.00 Maximum Brace Spacing(ft): 54.00 111 Maximum Brace Spacing(ft): 29.00 P g{ )' UL Load Rating lbs 3740 Adjusted Per 9.3.5.2.3 lbs 3239 * UL Load Rating (lbs): n/a Adjusted Per 9.3.5.2.3 (lbs): n/a * UL Load Rating (lbs): 3740 Adjusted Per 9.3.5.2.3 (lbs): 3239 * UL Load Rating (lbs): 3740 Adjusted Per 9.3.5.2.3 (lbs): 3239 Least Radius of Gyration* In : 0.421 g ( ) I (lbs): Least Radius of Gyration (in): 0.421 co 1- ❑ Least Radius of Gyration [in): 0.54 g ( ) � [ ) Least Radius of Gyration {in): 0.54 Y ( ) k!/r Value:*200 Sway Brace Fitting: Universal Sway Brace, EG, 6" Pipe kl/r Value:*200 Sway Brace Fitting: Universal Sway Brace, EG,4" Pipe kl/r Value:*100 Sway Brace Fitting: Universal Sway Brace, EG,6" Pipe kl/r Value:* 100 Sway Brace Fitting: Universal Sway Brace, EG,4" Pipe Make:CADDY Model: CSB0400 Make: CADDY Model: CSB0600 Maximum Horizontal Load lbs : 5456 Make: CADDY Model:CSB0400 Maximum Horizontal Load (lbs): 2173 Make:CADDY Model: CSB0600 Maximum Horizontal Load {lbs}: 2173 Maximum Horizontal Load {lbs): 5456 (lbs): UL Load Rating (lbs): 2765 Adjusted Per 9.3.5.2.3(lbs): 2395 UL Load Rating (lbs): 2765 Adjusted Per 9.3.5.2.3(lbs): 2395 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (lbs): 2252 UL Load Rating (lbs): 2600 Adjusted Per 9.3.5.2.3 (Obs): 2252 Fastener Information Fastener Information Fastener Information a Fastener Information 1 Lag Screw-I/2-x6 112 NFPA Fastener Orientation: F Lag screw-1�2"x6 r!2 Lag Screw- I/2"x 5 I/2- NFPA fastener Orientation: F Lag Screw- 1/2"x 5 1/2 NFPA Fastener Orientation: F cssMnosoosoEa AUTOMATIC NFPA Fastener Orientation: F cseul CSBMAOSOOSOEG CSBMA050050EG Structure: Wood - LagScrew Structure: Wood Lag Screw Structure: Wood Lag Screw Structure: Wood Lag Screw 60-90 Degrees. • 60-90 Degrees 60-90 Degrees 60-90 Degrees ♦ • • Fastener Qty: 2 ; Fastener Qty: 1 FIRE PROTECTION Fastener Qty: 2 I S� Fastener Qty: 2 [MUT CSBUI cssul Fastener Type: Lag Screw SYSTEMS, INC. Fastener Type: Lag Screw Fastener Type: Lag Screw Fastener Type: Lag Screw Fastener Size: 1/2" x 5 1/2 r Fastener Size: 1/2" x 6 1/2 417 Fastener Size: 1/2"x 6 1/2 •.-44'. • + '' 4 Fastener Size: 1/2" x 5 1/25,..._4.fr/iP :44 ■ Fastener Embedment: 5 1/2" CSB0600 Fastener Embedment: 5 1/2" CS80400 Fastener Embedment: 6 1/2" Fastener Embedment:6 1/2" Fastener Max. Load (lbs): 1300 Fastener Max. Load (lbs): 650 1 S<:f� Fastener Max. Load (lbs): 1220 Fastener Max. Load (lbs): 1220 •a - Brace Orientation: Lateral • cseo600 • CSB0400 Brace Orientation: Lateral Brace Orientation: Longitudinal Brace Orientation: Longitudinal11 ; Brace I.D.(on plan): Lateral 2 Brace I.D. (on plan): Longitudinal A Brace I.D.(on plan): Longitudinal B a 1 Brace I.D.(on plan): Lateral 1 1 11: +� Sprinkler System Zone of Influence(ZOI) Load Calculation(Fpw=CpxWp} Sprinkler System Zone of Influence (Z01) Load Calculation(Fpw=CpxWp) Sprinkler System Zone of Influence(Z01) Load Calculation(Fpw=cox Wp) Sprinkler System Zone of Influence (ZOO Load Calculation(Fpw=CpxWp) ja ,- Pipe Wt/ft 15%for Total Length Cp=0.48 per Pipe Wt/ft 15%for Total Length Cp=0.48 per Pipe Wt/ft 15%for Total Length Cp=0.48 per o } Pipe Wt/ft 15%for Total Length Total Wt Cp=0.48 perPipe Description Total Wt Pipe Description Total Wt Pipe Description Total Wt >- Pipe Description Size (lbs) Fittings Wt/ft (ft) NFPA 13 2016 Size (lbs) Fittings Wtift (ft) NFPA 13 2016 Size (lbs) Fittings Wt/ft (ft) NFPA 13 2016 y SYSTEMS Size (lbs] Fittings Wt/ft (ft) NFPA 13 2016 6" Sch 10 23.03 3.45 26.48 29.00 I 768.05 2015 IBC 4" EDDY Flow 11.29 1.69 12.98 29.00 376.52 2015 IBC 6" Sch 10 23.03 3.45 26.48 54.00 1,430.16 1 2015 IBC 4" EDDY Flow 11.29 I 1.69 12.98 54.00 701.11 2015 IBC �_ .. 3" EDDY Flow 7.14 1.07 8.21 114.00 936.05 3" EDDY Flow 7.14 1.07 8.21 146,00 1,198.81 Sway Brace Attached to I Sway Brace Attached to Sway Brace Attached to Sway Brace Attached to �7Rf PRO.CCG 6" Sch10 Pipe 4" EDDY_Flow Pipe 6"Sch10 Pipe 4" EDDY_Flow Pipe Max Fpw Based on Max Fpw Based on 19435 SW 129th AVENUE p T (503)1 69O2R 9284 97062 6" Sch10 Pipe 4" EDDY flow Pipe • FAX: (503) 692-1186 •Horizontal Earthquake Load I Horizontal Earthquake Load Horizontal Earthquake Load Horizontal Earthquake LoadOR WA CCB#BAFPSY*091BZ Fpw-CpxWp I I Fpw=CpxWp Fpw=CpxWp Fpw=CpxWp 1 Fpw=0.48x1,430.16 Fpw=0.48 x 701.11 Fpw=0.48 x 1,575.33 Weight of Misc.ZOI Valves and Fittings 0.00 Weight of Misc.Z01 Valves and Fittings 0.00 Fpw=0.48 x 1,704.10 Wei ht of Misc. Z01 Valves and Fittin s 0.00 p Fpw=686.00 lbs Fpw=337.00 lbs •Weight of Misc.Z01 Valves and Fittings 0.00 g g Fpw=818.00 lbs Fpw w=756.00 lbs Total Zone of Influence (ZOO Weight(Wp ) 1,430.16 Total Zone of Influence (Z01)Weight(Wp) 701.11 I Total Zone of Influence (Z01)Weight{Wp) 1,704.10 i Total Zone of Influence (Z01)Weight(Wp) 1,575.33 1 1 Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 I 2647 lbs I Max Fpw per NFPA 13 2016, Section 9.3.5.5.2 including Section 9.3.5.5.2.4 1012 lbs • •Excludes tension-onlysystems DRAWN BY: R. Berry Excludes tension-only bracing systems I Excludes tension-only bracing systems I bracing 'Excludes tension-only bracing systems , ��tp �y'<�GIt+iBp��i0� DATE: 4-10-19 °PE r AHJ: City of Tigard ,Y tet, i, 51 OREGON ndent O 2018 nVent All rights reserved nVent ©2018 nVent All rights reserved n�ent ©2018 nVent All rights reserved nvent ©2018 nVent All rights reserved Y nt ERICO nVent ERIFLEX and nVent LENTON are owned b nVent or its global affiliates. All other nvent,nVent CADDY,nVent ERICO,nVent ERIFLEX,and nVent LENTON are owned by nVent or its global affiliates. All other nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX,and nVent LENTON are owned by nVent or its global affiliates. All other C. S� SHEET: nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX,and nVent LENTON are owned by nVent or its global affiliates. All other nVent,nVent CADDY,rive Y trademarks ate the property of their respective owners.nVent reserves the right to change specifications without prior notice. trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. Expires: 7/1/2C F D - 3 O f I 3 AFP. PROJECT #: 18191