The URL can be used to link to this page

Plans (5) BU P2017 - 00076 `BAR 2 9 2017 CITU p1` �r , , r �#.11Li7l r DIMS;ON ti , A ,, k____, I s.,' _ o I._i r k 41 ,-- eVDItttom CO u_i IMLe,-, 8Li w CO z tTi�wa�legC? W w O U Vx O X w V] Qt-0 0 li.1 N W- 0 Ce (s O Z 15, _ 9„ 15, _ 9„ 15 --- 9Ij oc� z 1 .)3 A-wz o O E � 1-I-oi-000;a¢i- II ® ' Q ,n (-lb'.BLn V IIa - r` co t. o o en 80r- i 2 ® � c I Li ro 0 0 0 0 I ® Q I t D0 k W Wit! �; _ I _ i wJ 43 c% o COIA CD 0 Z rn Et Ci 1 ii1101 ti)litfZ 46.0 11 1 .... .. . . .. .. . . . ... .. _ Lii: - - . — (.1. i nmguuuninmuwuuwnu10 0 0 0 + 0 i BREAK OMEN = I • 102 104 CIRC. q • W .4.. (N [101 ,e.�.�.?i �..� ee.L,�!a_e •. N • a MEN = t..,..„ — N 7. 103 = w CC ,=, CT w C) pR (1) __ �' � Fe Oy O L 119• ' ?% %' > N CP ., .,, carp / A I— 1— I CO --- 00 CI 3, iry 'k 8 11 �'„ DRAWN BY:: a_ v/V _ J.RABAN i Ex� DATE: 121/ -__J SCALE: Y N OPEN OFFICE RACK LAYOUT orn� NTS a [10 0 -- DATE: i T I 11 .28.2016 JOB NO: i'. : T011282016 CHECKED BY: o B.FER RICK 6 i it __ -maim n o c ff I T SHEET NO. ''''-- -' u n o Cie I 5 PLAN NORTH NTS u OF 1 SHEETS SEE ENLARGED PLAN FOR RACK STORAGE GENERAL NOTES REa �L7 •a ,s u _ u �- '; e . �� AND HYDRAULIC REMOTE AREA IVA Fri 1�)AR 2 9 2017i78tS THIS DRAWING IS FOR Kenneth D Fuglee I -••r I- 17 I-.-1 -- ,�•� 1- 1w.-1 t - - HYDRAULIC ANALYSIS ONLY. CITY Oi- rI�,A Kennet!~ p Fu lee Mazi629i72:41 PM • ¢ 2. FIRE SPRINKLER LAYOUT TAKEN FROM PACTRUST PROPERTY BUILDING DIVISIhNI [I� �, �-- 4 :----;- i- ! i, i� [Ii [: [1 F i! ii [� f If - OREGON Is i DRAWING FP-1 DATED 6/5/14 BY BRUCE PEARSON, REVIEWED �qiy, 1 �, ,, 1 ,i�_ i �. - . �-� ¢ BY KEN FUGLEE. �r D. OOP 1 t ' ' _ 3. RACK LAYOUT TAKEN FROM DRAWING BY ENGINEERED PRODUCTS. i.' i t ' E E S f: .. a• -f f :; -f. �� 1 � 1 - •*•� � F'' r` �' �' - •r' �,. j I EXPlRE3:1Z►811'IT V. 1 ' '4,,- i. , b, �" �s.., .� . ;�; 4. WATER SUPPLY INFORMATION FROM 10/26/10 FLOW TEST i s !-,a, •1• t 1 i I li - TO BS VALID 6— F— d E SIGNEDANO DATED STATIC PRESSURE 103 PSI SEALMUSTB C L . F -L e t - Fe a _, 1 1• RESIDUAL PRESSURE 92 PSI F!1 -[,.-' d 1r F! -i F= '1 ii F, [ [i AT 1964 GPM ❑ � ' i o r 1 I 5. WATER FLOW INFORMATION VERIFIED CONSISTENT WITH CURRENT Z v ' "° ' C _! FLOW DATAAND MAJOR SYSTEM IMPROVEMENTS FOR THIS Z O 0 • • . e . AREA WITH CITY OF TIGARD PUBLIC WORKS ENGINEERING < z Y co ; . J I 2 td •C 1{ 1 0 Zl1J LI- CO F_ [[ C< FL _.i d !t FF FF ,i f>; !� 1 [ CC [ 1I f f ,f -.f .i .i S • .'f .f f ..f • .! f ..i J .d -I� -{ `f .6 .1 d °.f .,{ .i _ OOz © � � � O � cn 4; I ".ill- b Yy` .; -,:,..+11 ., „ +1). .- r ..s --O.:ilYa'" Vii.' .' • JO V 'ate'.�!' �'A 'din .f t- rYr Ib cr U Ln Z W O O W ccN r1 •.[ '1 ' 4 . .F i 4 1 .. +cl Fr iC .,' t eF e ei 1 ❑ Q C Ct ~ Z U FLOW TEST Hydraulic Information Supply Flow Test Data 1 w < ❑ 0 U- ' - W Q o t [s li a i; PRESSURE HYDRANT JzZ ❑ OZ5 � ct (A OCCUPANCY CLASSIFICATION Spec. Warehouse Date of 7sst 10/26/2010 1 O - w z co Q w O < o 4 200D2030 - � z ~ ¢ = 01-1 . 0co � DENSITY D.6 0gpm/ft2 for .00ft2 (Actual ,23ft2) Location SITE 1 ate„ < < 0 7) Q -O ¢ ill -- - TOTAL HOSE STREAMS 500.00 1 ' (" = w Ct p C7 z F- _J _ Static Pressure 103.00Q �, � � a � � NQz � O „ e sl - 1 � ¢ < UJ � Nw >- O � IY TOTAL HEADS FLOWING 21 Residual Pressure: 92.000 U a ‹c c) m U LL a , : 1 - — K-FACTOR 11.2 Flow 1964.00 1 OVERALL FIRE SPRINKLER PLAN TOTAL WATER REQUIRED 1852.71 Outside Hose Flow 500.00 1 TOTAL PRESSURE REQUIRED 89.138 1 SAFETY MARGIN (psi) +3.987 (4.3%) 1 Ico 1-0 • 0 24 48 72 96 FROM CITY SUPPLY 1 U j SCALE 1/32" = 1'-0" CD}I C a Q) p U o •CO yr L) 2 0) .— 8 p = = II= MII• I• MI =I MI I= . 7 _ . . . . = = = IMNM !• MIMII• I• = I• MI = = I• I• I• = MIMI = = MI = = I= En I• M NM = = = = M = I• NM = MII• NM = = In • U.- w o `5 ~ ' ,:`7.5 ,v LY � as c � W Q � w 1 i o I 27 � 2 1 11 Loaav ,r______ -J 1 A .....____„, . ....._ . ._.. •. .,... : -.AT,. '.0.- ".,t,' ..i,-,!!,..r.,,,.....,,-411.7mtract. .11.Irt- . -.---- ---.- 117 lks,................ ........../i .----- . .! 7.4 .,-sr: . _ - - _ _ ___ ;:q• STORAGE RACKS AAX AA /� JA■ '� da rr rr +li a AA" PIA" X AA" AA" X 1.�.�rr G " X AA" ��rr X i1�F�r' ,,Orr X 1 F1LrrT rr X Aid." Phrr X �drr 1 O 0 0 0 • • 0 0 0 0 0 Q 0 0 0 0 1 1 • woo Spec. Wareh puse•0.600gpm/ft2 for 2000.30ft2 - ' ,...z.zi ,r— r e— r r r r r ��vI 'Cr `< O' 47 \ O) (�7 • O) e- 47 t a7 \ Cn O) \ d7 r\ I r I I _ - r T. - r. -1 r -1 .. I r -1 T -I r -' T- -' f -' r -' s.,_ �- r �. r �- r T— �. �. r r 1 T r• r wilily r T- r r r T r r r r . ___ I 1 ._. -1 . I f 1 0 o 0 7) 0_ --- 1 . •O q" • F 3.) 3� eFFF w611,0 .� _ w r 0 116 � � 106 a a a _ _ _ a_ PA., a p, a ��+► a I : - t � - r �tV r `� �- r r r ` r r e- r �[V r ACV r �lV r r .� tr- I 1 r _! r I T _I r ... I i. I tr'- -I 1 I r _I N 1 ' .,, - - ...- -.- _ NSI r T^ r 1 r r. �r T— �-- 1 :r r IL— r r F r T" r r T— r r r T- r t.-. ge"", r,< r D 1 3) 33 3) 3) 1 3i 1 ., _ mo me me r w w !,I I Pi L. II a a a I >-- . o o o a • • • a ao 0 a s a0 0 O II a0 0 0 a o r r r w _ r w r v 4 4-eqb ra % • M� M� ;:a r res r� cz c+110 105 ` �� ~ ;�) O '\� \ 'Np ' ' . NC J . ;gyp C7 .;N o . ,1 ") 1\11 "' '� ") 120 N N Q �" N �" c --(V � _ N r CV= Q- _ N Q + C _ Q � N ?� (�) r a - N ?T- N r r N r ] J C 4 .. `�' �%��. ;��`' `s' Lo _ • n,* � 3) -v .lam 1. . 3) n) `v IV 'Co,* ��tiI'M `� of - o '� , 1_ 1 ' 1 �� c 8'-2 K t-9 8'-2�/2 2 1 - 1 61-4 8'-21A 6'-51A `-81A 8'-2"/2 81-21/2 21- o 5'-31/2 81- %,.2 5 3 9/2 8 -2 8 -2/2 /2i Z g.7, 66 64 2 1'Q ~ 62 ;r r $ ~ �4 a "' 21 '- 46 p Pik 45 �. 0 4 1'-0 0 41 �, 39 p. 0 0 0� 2'�'-00 CITY OF TIGARD Z C) o P o o o _ .(y N N = xV m N N NEwED FOR CODE COMPLIANCE `J M ,F 0 N N r N r— r r 1— r r r r r Nr. Z Approved: N T'^ N r T- _C\I r �-- - I 1 1 �1, 1 1 1 1 _ 1 -` Co it7 ► 59 if? 56 .10 50 47 in Co i Co Co Co Co I OTC: i "T c:loQc� � � ❑ W 1 CV • � � I— ► i r I Permit# : y Zi 7 J ..J a o d o o 0z � Q O 0 0 o a • , • 0 0 0 D D 0 0 D Address: '� W �_ 3 I Suitc#: 46 - I m Z W = I By: Alan Date: -hi W < 0 o 119 114 109 - 104 101 P a a p a a I W -c W CO N \ \ \a a •\ \ a P' ..„.N ti a I \ a . \ OFFICE COPY N CC D \ ....EN nr - r :pig T gni r U. _`N • N ry .; r''ry cv c, 0) - r`cv 47 mac" d7 N = c" E:f7 II . o �/ ::**e.::1. r' _r ,r\ I _ I / I r` 1 _1 1 I I 1 r.\ 1 1 1 L.L T r r T— r — r — T— r — T•— — r — r r - r - r - r - r - # r r^ r r i C= r r c ' r r r IE . 0>I. - . T^� r r r , r •. r r r r ,..1 T- r r , T-' r r T"' ./// 't. '- , 114. It..0 ul ;� F F I Z < 0 3) 3) 3) 3) 3) 3) 3) (!) Q J 1 r I w Ljj I"— o 0 0 ao • � ao 0 oa ao 0 oa a0 0 Qa o Zz oz a a a a a a I < o °- _ - _ - - r w I 118 r 108 - 103 w IZ Pi o C - 1 L Ill C ::I I Lii w r 1 , I r 1 r 1 r 1 T' 1 r 1 r 1 I „rsr I r 1 1- 1 r 1 r 1 r _I "!� r I — r — r •.. !� - r - r - •/� _'T Y` — T— ./i T'— r r r r r r r T-' — w T— r r _ 4`- r r _ r r r r r r r r r .1 - r r r II T— r T— r Ian aa a a a D a • a II • CY] Ph' a a a a a I - 0 r w r r O 0 0 o 0 • -.._ • 0 0 j 0 0 , 0 �- O - +, O 107 102 �, NORTH In - ENLARGED FIRE SORINI& ER PLAN ) 1 P I DESIGNERKDF `ry L h. a a SCALE VARIES, SEE DWG. SHEET NO. I A• Pu. r\ • I CHECK BY !-' 1-` FILE NUMBER • 1 i, I w0 4 8 12 ' 16 Iii iii Sprinkler Legend 1 Hp g APPROVAL • FP - 1 SCALE 1/4” = 1'-0" Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note DATE 03-16-17 O Tyco TY5111 ELO-231 252 11.2 Upright % S aadar{- Brass 2e F Total = 252 42.2.7-01_, DRAWING NO. F 1 I -.Frnn.en Mt AI",