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Plans (3) F PS2014 - 00 148 RECFIVFI SEP 4 ?� CITYOF rlWu E U LDWO PIP114ION' MEN'S WOMEN'S TOILET ROOM TOILET ROOM MANAGER'S OFFICE HALLWAY GENIUS ROOM 10'-0" 11'-0" 11'-0" Z J S U Q a a N N <o W N N N cT. aE _ __ — —— _ __ _ —— — —— — _ _ — — __ — _ s E UNISTRUT SUBSTRUCTURE 2 OR STEEL BEAM 3 � ' 4 � - 7 4 #X#4 ® O O O O O O / O =D I r OD ao S O I -cv-._... _1 _. 1 1 1 1 1 5-0 1-02 10- 1! 12-0 1 ° _ O TOLCO 909 U. r _ JANITOR'S CLOSET I 0 9,-0" ® O b... O O . _4.. ® 3 1» SCHEDULE 40 pp fl i 2 111 2 T 1'0 1'1 6=11 1110 1 9 9'1 7- ' 1�2 1 ---- - $� O O 12 -1012 { _ w 1 - 1 1 0 I 1 I C TOLCO 4LA /1 '> 5" #1 0 1 - 410 ELEECCTRICAL EQUIPMENT I ,-2 „-° �-° ' '_A --I k ® -'°'2 VICINITY MAP SV AY BRACE 2 A N D S- L O N G E TU D I N A L NOT TO SCALE NC TO SCALE I X 1 4" ao 26' 2»j 4 - 0 N of #1 #1 #1 I » a #1 Efoe 411:1 A40 pp - #1 11S 112 112 1 1 1 1-0 I (9)9_10 1-2 9-0 0 110-0, 312 2-1011 - M M 17 M #1 r7 o UNISTRUT SUBSTRUCTURE 4 OR STEEL BEAM 5 b LE AllX1a 11 112 1 TOLCO 909 1-0 M#1 9-10 1-2 1 9-0 �1 s-o ,.�i ° .�#1 ' ° ..#i 3-2 � CITY OF TIGARD REVIEWED FOR CODE COMPLUNCB 14'-4" 11 '-5" /t '-5" 1" SCHEDULE 40 Approved: � y� 26' 2" o Permit Address: Suite#; I �i 2#4 By: Dates J, OFFICE COPY STOCKROOM Uj k J TOLCO 1000 Q nr7 �vCTc p 5�CEO PROF W� 5 4 r BACK OF HOUSE- REFLECTED CEILING PLAN HANGER #1 DETAIL SV AY BRACE #4 AND #5- LATERAL 1/4"=1'-0" NOT TO SCALE NC TO SCALE E ON D. L EXPIRES: 12-31-14 NOTES REVISIONS SPRINKLER SYMBOLS RRE PROTECTION PLAN Area above new ceilingbis protected s existing system. DATE DESCRIPTION BY y' APPLE *New Pendant, 5.6 K-factor, Standard Coverage, 155', Standard Response. Ot . 34 ��< `�i All new piping to be attached to seismically designed secondary unistrut structure provided by others. 9 P Y FP-1 All new piping larger than 1" to be Dyna-Flow Schedule 10 replacement w/ grooved couplings. PERMIT N0. All new er drops to be Dyna-Thread Schedule 40 replacement w/ screwed ductile iron fittings. y r WYAT T Al hangers to be per NEPA 13 requirements. ` 9585 SW WASHINGTON SQUARE ROAD CONTRACT NO. C14 4691 All armovers greater than 2'-0" shall be provided with hangers. Max. sprinkler spacing to be 400 sq. ft. per head. DRAWN B Y A.P a e Meets design requirements of NEPA 13 2010 edition. FIRE PROTECTION 2 INC. TIGARD, OREGON 97223 �, » Total area of work area is 7016 sq. ft. SCALE 1/411 = 1 —0 9095 S.W. Burnham DATE 29 AUG 2014 Tigard, OR 97223 REVISED (503) 684-2928 SAJO, 1320 GRAHAM, VILLE MONT—ROYAL, QC H3P 3C8, CANADA FP 1 OF 2 Hydraulic Flow Daa Static Pressure 80 psi Flow 1200 gpm Residual Pressure 75 psi Required Flow 729.1 gpm Required Pressure 68.0 psi Included Hose Flow 250 gpm L ' N p I � N i ------ 6E �� #2#4 2 #2#4. ---- — 42-512 0 /9'-11" 0 0 0 #1 0 0 11 0 #1 0 0 0 0 /9'-11" 0 0 ❑ 0 M N #1 #1 . # N #1 N #1 #1 #1 l 11 112 112 112 N 112 112 13-5 10-0 10-0 5-5 1 0 1_E 19-6 8-11 I I i 112'-0" I #1 #1 #1 #1 0 0 0 0 0 0 0 O N o I I 0 0 0 0 0 0 0 G i #111 " # #1 #1 #1 #1 #1 1 , 1'2 - 6-4 2-0 i +14'-4" 0 0 0 0 0 0 0 0 0 0 0 M O N o � OS DRAULIC [7M—0 AEA -- -- ------- -- ---- — —————— — — — —— —— ------ - - - --- - --�1 0 0 0 #5 i #1 NGITUDINAL BRAV I AREA OF INFLU CE # #1 #1 #1 I #1 #1 �12 , , , , , ,2 M 00 0-1 1 1 , 1 I 1 1 —0 I I I i I A A I 0 0 0 0 o I o 0 0 S o X INo _ 0 0 0 — — o — — o — — o _ o — — o — — o — — o — — 0 1" DROP FROM NEW BRANCHLINES LATER BRACE AREA OF NFLUENCE - I I #1 - '# #1 #1 #1 I #1 #1 112 , , ,z METAL PANEL CEILING SUSPENDED - 19-8 ( 1 I 1 —0 FROM UNISTRUT SUBSTRUCTURE I O O 0 O O O I O K-FACTOR 11.2, EXTENDED COVERAGE HEAD 17N 0 0 0 I #1 0 #1 0 0 o i #1 0 o -3= 112'-0" #1 1, #1 #1 #1 m I #1 #1 `'� ,#5 712 112 112 I 1 z I 111 112 0-1 3-4 1 #1 16-11 #1 I 19-6 I ILI1 8-11I N17 4-1. 0 19-11 o 0 0 0 0 0 0 0 0 0 0 /9'-11" 0 0 �_---L 0'-0" MAX�� ———— —— —— ——�a�MAX. -- --------- --- - - - - ❑ ❑ o' 9'-6" oSALES AREA m I CT w z x 5 s,D PROf �`��\S�v� NE r SALES FLOOR- REFLECTED CEILING PLAN B- SOr - IT CROSS SECTION 5 4 - 1/4"=1'-0" NOT TO SCAT mmmmm6momm E ON 0' 2' 4' 8' 2IR- D. L EXPIRES: 12-31-14 NOTES REVISIONS SPRINKLER SYMBOLS FIRE PROTECTION PLAN Area above new ceiling ng is protected by existing system. DATE DESCRIPTION BY APPLE All new piping to be attached to secondary structure provided by others. New Pendant, 11.2 h-factor, Extended Coverage, 155', Standard ResFmnse, Flex Drop. Qty. 18 FP-2 All new piping larger than 1" to be Dyna—Flow Schedule 10 replacement w/ grooved couplings. ®New Pendant, 11.2 K-factor, Extended Coverage, 155', Standard Response, Hard Drop. Qty. 10 All new 1" drops to be Dyna—Thread Schedule 40 replacement w/ screwed ductile iron fittings. a PERMIT N0. All flex drops to be custom drops as specified by architects. " All hangers to be per NEPA 13 requirements. „ T 9585 SW WASHINGTON SQUARE ROAD CONTRACT NO. C14 4691 All armovers greater than 2'-0" shall be provided with hangers. WYDRAWN B Y A.P a n e Max. sprinkler spacing to be 400 sq. ft. per head. FIRE P R 0 T E C T I 0 N r INC. TIGARD, OREGON 97223 SCALE 1 4" = 1'-0" Meets design requirements of NEPA 13 2010 edition. Total area of work area is 7016 sq. ft. 9095 S.W. Burnham DATE 29 AUG 2014 Tigard, JR 97223 REVISED (503 684-2928 SAJO, 1320 GRAHAM, VILLE MONT—ROYAL, QC H3P 3C8, CANADA FP 2 OF 2