Loading...
6900 SW HAINES STREET BLDG 1-1 1 � p C I - c o, Y � OI 11 `• r w 3 4 v D e rn U O a0 D O O = 0] Z cn j G O O m Q OCr X Z W Z a o CL a CIE I U 4 U VI 0 O V1 C1 �'- d 11 1 9 �8 7 6 5 0 ° N J Q O_ :kz q - - --- - — — — - - — ------ -- _11 - - ( �I +♦ ,I I I I + I ♦ - BHN — -, - 1DBB 7'-6-_ v 1148 C0 Lj z SO 1 I_.. -- I •_.. - -_. tl+ I - `4+ _ I Q z a `n +- O I I O PP _ _ - — I o Z °�l to }- I `� Ln o ID 0k. OFiI J I 0 z o LAJ ...... 7,( 106p - - - Cn W lz N + -- ----- -- - - - U 2 W O �So% t 2 I 1 9 II — ----- -- - ----- - - 0 t 1 — z 1 61 Ilik, ECEIVING 502 1-- SOV ♦ FIG. I a. laJ 16JD O, O♦ _ I I Rill, ♦ SWAY BRACEi SWAv BRACE SWAY MCC w ATGCHMENT �.� {n ° COPY 1MALL_ 4 I ., 1029 I 036 ♦ � BWNELIG I SWAY !� ' BRACCIO ANG-- CE FITTING -- -- ------ \ BRACE PIPE BRKC PIPE I LA J - I cn { 50J — I Z - Oti.- - - I • r —� FIG 1000 T / _ Y •,r :WAYTCLMBRACEP A®ACHMENT p ♦ 5Ta p IOFOH LL IT d G d G > - I Fa ..A - .... ... O _- ...__.... .___. — _ PIPE LMLAMP I ,...., •� T :.o �• � 177A I II �♦ �--}-- +O �. _ t �O�• .. � .. — _ BRACE F- _ I _ � ► SWAY BRACE ATTACHMENT � y SWAY BRACE ATTACHMENT - p4 �___ { 'I„ TOFU' = ♦ 1 .. UIP.._- _— SHOWN IN WERAL BRACEEAPPI,GT10N b vT sr. o, a♦ - - - - ShOWN IN LONGITUDINAL BRACE APPUGTKTN I h- II I I �O' I I I + 10 WORK — - — + ` �t t73A f w X C PUTERO79A t y 6) DEAD 1 . 1 + V STORAGE .. a y; .1 4 176 10 - - > �O W ! /' V 1608 _ _ I 1 A 06 - -- AN J ♦ o 2C 164 2A I O K flLE -- V _ - - - ..-- � ... L103A / z _ 12 =- 7" - 10:IA.. --- - — ST A 4 � 60A ,�♦ J I a U J. 111 U III _. IY . r� �i'IA 1 1 a - -- _ j 15 — + IST-1 - _m 12-0 I 1 - 1 - O♦ f U O ST. I - - Q TO AGE TRK ELE . 13 P T 1 6A I ! - - — m w 1% ` t - -- -- - _ � + fir+ BOZ ti+ _ + I - + - * - �r o a U C 8011 D I B03 ... -sale 1 •, Fw- O♦ ! O MO O D - O 0 ♦ I I '� ♦ - -- -- FFIC _ & U 0 211 O 101-0 -C -0' — O�r _� I O ar I • °, w' I oo '` U °° Q - =T - — - p ♦ ♦ ♦ _ mc ♦ j 11 j I I O♦ + OPE, I TOE a� r 12 — I W W w N DOARD 0M' 1 a6B -0 O 10 I - + - - J - - 9 U U AR I - - - _Ji. _ - ••. ._ 1 BB - 1-. -- - - N / } N Y 4! LL O - 1 of �, i '� _ MBI _j -0 4 O _ fl E _ L`J � � V) s -1 U N J J t W W W J tc7_ sr_ GENERAL NOTES M ST m ATLANTA l �' .. OI C - 1. THIS PLAN DETAILS AN EXISTING WET PIPING, PIPE SCEDULED SYSTEM o ry 2. THE NEW PIPING BEING ADDED TO THIS EXISTING SYSTEM PROVIDES A DESIGN DENSITY OF ,10 OVER 1500 SO. FT. -- w > L`1 AREA UTILIZING 155 DEG HDS SPACED AT A MAX OF 225 SO. FT. EACH, > ¢ w 3. ALL THREADED PIPING SHALL BE SCHEDULE 40. E � Y ST 4. ALL MATERIAL SHALL BE UL/FM APPROVED, F — - — 5. ALL ELECTRICAL WIRING SHALL BE BY OTHERS• w r. z 0) LO _ 6. ALL PAINTING OF PIPE OR PROTECTION OF HEADS FROM PAINT SHALL BY OTHERS. 0 7, ALL ADDED STRUCTURAL UNITS NEEDED TO SUPPORT THE FIRE PROTECTION SYSTEM w SHALL BY OTHERS. 8. ALL STARTER PIECES AND ARMOVERS TO BE CUT ON JOB Z o ALL PIECES THAT DO NOT HAVE A CUT LENGTH TO BE CUT ON JOB a 9. THIS DESIGN 1S BASED ON THE MEETING NOTES DATED 11-22-99 > U m PERSONS PRESENT, CITY OF TIGARD, TUALATIN VALLEY FIRE AND RESCUE, w� o _ O�v1NiGLND AND C.G.B,,CONSULT ING ENGINEERS SEE ATTACHED T1 N NOTES HYDRAULIC RLFERENCF POINT. - - DENOTES EXISTING PIPING --- DENOTES NEV PIPE -------- --- -- -_ __ +Or DENOTES HANGER a71E -- ---- + v7_ :J ♦w DENOTES ELEVATION CHANGE • a ol FIG. 65 ��IN THREAD z • . ' ' BEAM (:LAMP CONNECTION "- This bU'Id' IS protected z � ? by a Hydraulically Designed o Automatic Sprinkler System. L --HtLTt HDI n�° f� � 7, �A RETAN.G Sr Location FIRST :FQ HllIP AS REQUIRED Q1 lA —` -- + na No. of Sprinklers z – r 1G 100 1 '� /' --��— - ----t p 16 ALL THREAD ROD _ FIG, 69R - NO LOCK � Nur A w45HFR � RETAINING NUT REQ'D VIEW A-A Basis of Design �' , Approved...C�TY T►(3AftD p fSTRAP unrsTRur/erowcRsrRu, KT MWAD RM _ _ Western States I� 1 r e f F[G 200 FIG. 100 _ . . I. DENSITY 10 crM/so.Fr. CondMoFallyApprovl!'.d.................... . LL —� Protection Company For only thew udescr- ed N ADJUSTABLE RING HANGER ALL THREAD ROD pPc 2. DESIGNED AREA OF DISCHARGE ISTo sD.n. PERMIT NO. �"`�� '',.OoTi- & (. 7 Q System Demand NORTH See Letter to: Follow•..................... o 13898 FIR 5T. �B OREGON CITY, OREGON 97045 FIG. zoo Y Attach.................. ADJUSTABLE RING HANGER FWE RW I. GPV DISCHARGE I---us.II GPM �— WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED G•I�pC �r� rlra,�lac _ a F- ALBUDUEROUE / AUSTIN / DALLAS / DECATUR / DENVER / DULUTH / HOUSTON Job Address:- --- KANSAS CITY / MINNEAPOLIS / RAPID CITY / ST. LOUIS / SEATTLE 13 - Odlti: Q 1' 2. RESIDUAL PRESSURE AT THE 12477 PSI y' F HANGER ALTERNATE HANGER_ A L T_E R N A T E BASE Of THE RISER ------ Phone: (503) 857-5155 Fax: (503) 657-5182 I- HANGE.R #01 _ z SELF- DRILL-ING ANCHOR $OTTCIM BEAM CLAMP` TRAPEZE / STRUT BEAM CLAMP ^ Hydraulic III pbeardlnformaHon Mp1�00 1 FORST [ L�OOQ pOG°��[�C� p � U USE WHERE REQUIRED USE WHERE REQUIRED --- _ _. ------_ - - ----_ -- - -------------' SHEET OQEOOK C��UC&700H QSISOCO&VOW (39OO Sia VlJ o U U/r NS 2 IJ REE _ SOF GROWN 9) 7023 9 Haines Str.Bldo.I-6900 CS SUP2o00-00007 101 NOTICE: IF THE PRINT OR TYPE ON ANY III III III I I! III III III I 1 111 111 111 1 1 IiT r�1 r r(r ICr Ilt I I III !I I III III III III III I I III III III III III III III I I III III III III III III I I I I I I I 111 111 I I I 1 t 11 �j� 4 i i I 6� 131 �oI I I 11; ,�, IMAGE IS NOT AS CLEAR AS THIS NOTICE, �-- - _-- l _ "Lvl � --------�l--_ _.._ ��------�L _--- 91 LI, 1 �__� I �.J a•NL // °�•(. (J'-� IT IS DUE TO THE QUALITY OF THE No.70 A'�'= ORIGINAL DOCUMENT- NIJI e T-.- IIII i1IIlIiII III J— IIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIf111lllll,,III,III iI111IIII II II IIIII'Ill III IIi Illlllllllllllul iullIul�uultllllllWlllllilll 1 a L0000-000zdne 0065 1 ONO'ATS SOUleFi IT5 � o CQJ ! C I r= � - rn Y � iI_ 0 3 0 1 0 a v rn l U o ao - In 0 (v o i CO z In a 1- z z m a o 0 z a j CL. z DYe a s O f O N Ln 6 vi p Q LJ } O O Q a. 2 z W U Z �O U 11� 10 7 6 5� Or _ C7 Q <� w -� O Z a z LJ �° _ Cn u z 0 O - _ J p Z O W OA __ m M W S (L' — —_ __ — r � -- -- ------ - —- --- N O - ._'. — - — t - _--7L �— .--I - .._ - - - ❑ Z Q- OFFICE O e273EI _ - - E- O W - e. w z27 8 I !— t - T F11 �p ♦a - -- - - 12-0' - t - - - 1 0 ►°2 I OfN0FIE I IV _ ao1 - ( - - _ I N OFFICE ! ' # _ 2758 - ` 0. IIIliltl 10 w 1 I 1 1 � (-I N fl S A .>. I i� I I T6 E I r - _ - 77 206 c>c . --_ ------ L.. -- Q ,r I I I _ b DI �- - S12 I `7 p - p -,I�i S. TA p p U - W 7 - - - ITI 1 1-1.1 4t T,— _ _ LLJ - - _ .: 205A - - COME. 26 A °'t' ♦- -- -- ----- -- 2618 - -- ' - I ° ►,g I I I I ME ' °` °` ' W - I p I T 1zo - - This building is protected 01 LL W ~ '� ` i - by a Hydraulically Designed 2A a ANF T 1 Automatic Sprinkler System. R f1 20 _ _— 1A Q CO ♦ _ °2 - - - �� ..� 1 I _ _ C — -- Location - _ 1 s,4 ,, [ 2nd FLOOR M I- z1s 'y� ♦�' t' r I I No. of Sprinklers [T4] L Ll I _ I ♦x�, - - - °2 I +�A MEN I _ Basis of Design p' 1 I 237A �• W t r RE ION 1 1 -- - �..`--,� 0 V 1.DENSITY 10 GPM/SO.FT. N = CDESIGNILL ED AREA OF DISCHARGE 1571 30.FT. U- U - - _ 0' �, 1 ' 1� I o / CL In WI) a -o '� °z E 1 ST _ 4 �_`_ System Demand W Z � _ ---11P - _ _ 2 L 5A 1.CPU DISCHARGE 251.1) CPY ~ - 1 *CE- - _ _ - --- E2.RESDUAL PRESSURE AT THE 53.572 PSI I- = W 23 BASE Df THE RISER �� Z -- — 1�� I 9 .... __ _ / T• • I --� —fa' r- 1tY tM• - — - — - Hydraulic data placard Information J ^I ♦ i r LLJ 39 • _ _ -- OJT I a , t , — tM• 11• 1 Z o o - - - , °� N R�c I a L 4 I W W C] - t t • t • 1 0 i - w w - - - - � C0 m a g J J •-' [�)744_4 — — � ♦� I I GENERAL NATES uj O— j t 1 ♦ - O oFFIc -__- - 2 8 CD 25 CD L .0vc _0_ STO�R7� __ — - i__ —iv �1 E OFFI OFFI T -- - - -`_ _ _ I. THIS PLAN DETAILS AN EXISTING WET PIPING, PIPE SCEDULED SYSTEM N f -�1}.- 3 2. THE NEW PIPING BEING ADDED TO THIS EXISTING SYSTEM Q o _ -- — — -- PROVIDES ADESIGN DDENSITY OF10OVER 1500 S0, FT. SQ FT. EACH, o \ --�r--Tr -il—r - -- --- ❑ - — { AREA UTILIZING 155 EG HDS SPACED AT A MAX OF 225 r" _ 3. ALL THREADED PIPING SHALL BE SCHEDULE 40. Ei L- 4. ALL MATERIAL SHALL BE UL/FM APPROVED. a ]C 5. ALL ELECTRICAL WIRING SHALL BE BY OTHERS. w 6 ALL PAINTING OF PIPE OR PROTECTION OF HEADS FROM PAINT SHALL BY OTHERS. LLJ z 7. ALL ADDED STRUCTURAL UNITS NEEDED TO SUPPOPT THE FIRE PROTECTION SYSTEM 0 p_AV NQ_LLu2a SHALL BY OTHERS. 7- DENOTES el DENOTES HfDRAULIC REFERENCE POINT B. ALL STARTER PIECES AND ARMOVERS TO BE CUT ON JOB. LLJ --- DENUIES EXISTING PIPING ALL PIECES WITHOUT CUT LENGTHS TO BE CUT ON JOB, Z z -- - DENOTES NEW PIPE 9 THIS DESIGN IS BASED ON THE MEETING NOTES DATED 11-22-99 O a PERSONS PRESENT CITY OF TIGARD, TUALATIN VALLEY FIRE AND RESCUE, N Cr 2 +°1 DENOTES HANGER NOTE AND C.GA CONSULTING ENGINEERS SEE ATTACHED > In 0 W Lw N _—_ TO FASIEN TO THE SIRUCTURE ' OR UNDERSIDE OF STEEL AS REQUIRED 10 FASTEN 10 U //�/ / LAD St7lEv ��\ L1 11////! OR UNDERSIDE OF)HE STEEL AS STRUCTURE REOUIRCD Z z_ 3' NOMINALi �\`� /• r L1 11 �!_1/1 �1.1_11_1 1 C� �AHMY SCREW i —— — 000(2i I -FIG.909 OR 9m -- iJ t 5/8•UNSMUT UNISTRUT NUI I VASHER Iosco nc. l000/ { `_ rA5T CLAMP'V \ IorCO rlc. 907 AT F 3- ----SVIVEL R1NC, "A" FAST IG DCLAMP I`OR I n Western States Fire o , LL_ A MAY EARTHOUAKF. BRACE �y P 1 SWIVf I PING HANGER ALTERNATE_ CA FERAL/LOHGITUOINN_ EARTNOWNC BRACE — -- ro t V�j tl o n Company V) 2WAY EARTHOUAKE BRACE LATERAL EARTHOUANE BRACE 13896 FIR ST. #9 OREGON CITY, OREGON 97045 HANGER 2 - SAMMY SCREW USE WHERE REQUIRED O j 1`40- —SCALE - - -- ------ - - - -------- --- ------- --- I'-- - -------- ---- WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED ALBUOUEROUE / AUSTIN / DALLAS / DECATUR / DENVER / DULUTH / HOUSTON U KANSAS CITY / MINNEAPOLIS / RAPID CITY / ST'. LOUIS / SEATTLE Q Phone: (503) 657-5155 Fox: (503) 657-5182 z UOLL KI3 E SECOND [FLOOR POPOM PLAN u SHEET 00 H P e o 00 C 0 CQ �� I Saab acJC"J Br)0 IIIA a LJ UnUHq a U LIUM [1 `1( OQ I D 9 (OH 26 (0) 9.722 3 � �'YAwaR=A+•+•�9 _ ;, >P „„�nR,, ,;:I�y,..�:�+a�~ora+a�s+:nom••.., �_ ,W -- ---- ---- - _ - - - -- - — -_---- _ - „. -- --- --- -- - - -- -- -- _-- ------------- --Y-----_ —___. _------ NOTICE: IF THE PRINT — J OR TYPE ON ANY IT� III III IITL111II Iii I IIfI�I r�I III I r TiTrT�T rh ITT T�r 11T Tir 1�t�t�t liT tlt lit Tll Irr�►Ir r�jt�Til rll ril I�I�1�t llr 111 r I rlI Ill I�1 r VIII r�l llr III til Ill 111 I I ) � IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I "1---I_I_.I�I--� l 4 —I- I— �L._.I_I._�6�I •I '—.�1__I I_—oL_ _ I I_I_ �L I I I I IT IS DUE TO THE QUALITY OF THE _ 1i I _ No, ORIGINAL DOCUMENT ti'l e�L 1`111-111 �GS 9 6 tri-I L E�� L t��L L 8�t BT LT�9T 9t iml, II�IIIIIIIII�IIlll II IIIIIIII IIII�Ill�lllllllllllll�llll Illlllllllllll�llll IIIIIIIIIIIIII�IIII IIIIIIIIII IIIIII�I lil�lillll►II �llllllll llillllllllllllli�llli►llll►IlUlllll►► �llllUlll ullllllllJlllull til