Loading...
Plans (5) BU P2021 -00111 / 11141111, 20'-0" t 15'-0" P:i ....E 10'-0" > 4.4( 7_,-. ^ 5'-0" 1�1I ci) -P —I- ...... I- XVm X� Frio — tri °: o C 11 co = m o o > -° > Cn o I—I — — — o Z 20'-0" C/1 I I 4 17 0 a L c, iReDevier I R•c.6 e 1 44998 1 44996 I• 44996 II 44696 4}X96 44996 1 44X96 1 44996 1 44996 44998 II 44996 II ; in_ II 0 1 I 1 s I 1 44X96 1 44996 11 44996 11 44996 1 1.4 X96 1 44596 1 44 % 96 • 11 44X96 11 44X96 11 44X96 II 44X96 11 fi 44X98 144X98 44 %96� 44996 44X96 44C 44 6 44 44 % 96 44 % 98 44 % 96 44 %98 44X98 44 %96 II 1 fi I fi44 % 96 11 fi H II it 996 I I I 44X96 11 44X96 1 44X96 11 44596 11 44996 11 44996 11 44X96 11 44 % 96 1 44996 1 44698 1 44696 11 44996 11 N ] 1C 1 I1 44998 II 44X96 11 44996 1 44 % 96 1 44X96 1 t4 % 96 1 44 % 96 44X96 11 44X96 44 % 96 44X96 44X96 44X96 11 44X96 I 1 U? X 0 -I� 44 996 44 9 96 1 44 X 96 11 44X96 1 ,4 X 96 44 X 96 44 x 96 I 44 x 98 -- - 44 x 96 1� 44 X 98 --- ,--- ,-'- . II 11 1_ --Q 4 - II44996 44996 II 44996 11 44996 J 44696 4 X96 44 X9644996 4a % 96 44696 x96 1 7" V. I 7 44 X 96 44 % 96 44 % 96 1 44 X 96 1 •4 % 96 44 X 96 44 x 96 44 X 96j 44 x 96 44 x 96 44 x 96 44 x 96 IIy1 [ - 11 44 X 96 44 X 96 1 44 X 96 44%96 I1 44 x 96 I 44 X 96 44696 I 44 9 96 144 9 96 I 1 44 9 96 1 44 9 9I I - 6 44 x 96 I 44 X 96 44 x 96 r N . , / I I — . 111 .I 11 El—_ \ 4r/ — 11 44 X 96 44 X 96 44 X 96 1 44 X 96 f 14 X 96 44 X 96 44 x 96 44 x 96 44 % 96 44 % 961 44 x 96 44 X 96 44 % 98 44 % 96 44 X 98 449 96. 1 44 x 96 '4 % 96 44 % 96 44 X 96 44 X 96 44 X 96 44 X 96 44 X 96 44 % 96 44 x 96 • I I I II ; h r 44 % 96 44 % 96 44 X 96 44 X 96 1 4 X 96 44 X 96 44 % 96 U x 96 4l % 95 44 % 96 44 % 96 44 x 9S1 ___ _ . . t ..1-.1. 44 X 96 44 X 96 11 44 X 96 44 % 96 -' 44 x 98 44 x 96 44 X 96 44 X 96 44 X 96 44 X 96 44 X 96 44 X 96 44 X 96 • •�\ 74 .. _i_____... 1 \ 44 9 96 1 44 X 96 , 44 X96 1 44698 11 4 % 96 44 X 96 44 X 96 j 44 X 96 44X966 44 X 96 I 44 X 96 —44 x 96 ._. _ _.. _ 1 44X96 11 44996 44X96 1 44996 II 44 % 96 I 14 % 96 I 44996 44996 ux96 - 44996 - L- 44996 44596 44696 44996 C4 ril I II >i. 11 >0. ? W 44 X 96 44 X 96 44 5 96 44 X 96 44 X 96 44 X 96 I 44 X 96 . 44 X 96 I 44 X 96 I 44 X 96 1 44 X 96 44 X 96 1 W I I Ii II 11 1 I I I I � _. N � _ _ II 11 44 X 96 44 X 96 11 44 5 96 44996 11 44 X 96 4 X 96 44 X 98 44 X 96 44 x 96 44 x 96 44 X 96 41 596 44 x 96 44 X 96 C) I 44 x 96 11 44% 96 11 44% 96 I1 44 %98 - 4 x 96 44 % 96-- 44 x96 I 44 x 96 1! 44 x 96 1 44 x 96 I 44x96 44 6 96 EL I !llllttaaa — — — 1 — — — i 1 r I I 44 X 96 1, 44 X 96 1 44 x 96 44 x 96 44 x 96 I 44 x 96 1 44 X 96 I-' 44 x 96 I 44 x 96 II _ 11 44596 44X96 fi 44 % 96 11 44996 1L 44 % 96 _ 1 I _ __ ..._...._ I. X 1 11 44996 11 44X96 II 44596 11 44X96 1 44 X96 1 44X96 ' 44996 1 44X96 1 44 X 96 11 I 44 X 96 ' 44 % 96 44 X96 f :1 1 44996 44 %96 44X96 44X96 44X96 44 X96 44 X 96 44X96 44996 44 X 96 44 X 96 I 44 X 96 I 44696 I 44 x 96 I! II I II II II_ 1 _ ! I �� I 1 r r 1 44X96 11 44996 1 44996 11 44996 1 .4 % 96 44596 , 44x96 I 44998 44696 I• 44996 44X96 , 44696 _ L 1 I 11 44 X 96 11 44996 I 44996 1 44 % 96 44 X 96 4 X 96 44 x 96 44 X 96 44 X 96 44 X 96 41 % 96 44 X 96 44 X 96 44 X 96 I I - . - �Y�1 L _ _- '' .._ _ ._ _ i = -13 44X 96 11 44% 96 1 44 X 96 11 44%96 1`T 4 X 96 44 % 98—_`-- 44 X 96 44 x 96^---- 44 x 96 44 x 96 44 x 96 — 44 x 96 tll — — — — II -` — — — ] rri O trj " - 1 44 %96 I 44 % 96 1 44X 96 1 44 X 96 1 44 x 96 i ♦4 X 96 44 x 96 14 x 96 44 X 96 44 x 96 I 44 X 961 1 44 X 96 • 44 X 96 44 % 96 / x rri K . 101 F?, -f..., • 'yam N .13 n I .._.li. - - �. ._ + _ _ 11: • .I N -1..n. , N v 1 44X96 1 44X96 11 44X98 1 44 % 98 I • 1 I * • •6 14 Xnn96 ii 44 4ax961 � as x9 C' >ay' 96O ill I rii rri O O b m N C. z m m li 44 % 96 11 M X 96 11 44 X 98 I 44 X 96 11 44 X 96 •41% I (A4 %�6 Z 4 %96 11 4 k m14 > 8 21 CAI YL g44 x ''' ,•` r 4a K 96 441"4c 96•• �• 'x 5fi , n N t /� 111 f/J " ��GG11 �11J •. •. y4 O N N y -D 1 I x• n a ..-.c F.A. of c en c r* m ,g. c6 Q • `N• n � � � � � ��' N ..5- & g99 �\� c G7 ro `D m °� cGa o w 1"' 11� d 0 OHOIZI � � iIT! 9 "Ti 1. ii & • -ri OX xis_- - - - - ` . x �� ap x E 1 44 96 6!�`a 96 11.1.1 4l / -n rri E TI '-~ () ! 44 x 96 x x 5 i J� 44 x 15 1.3 4. 96 • 4tr; M. OZ42)10". O ii III�rrr___ 0 y - L' - • it -.1. 51/4_,1 , i 1 •• 0 _ _ m i- 3 0 i 1 I r 1 -J � 1� 1 M 44 X I 44 •1��� G .,i -/ 44 % 96 44 X 96 rii i ,tig. 111 ♦`— 444 L___1 u u I' uf u VL, r n •-........., Z 0 17) —I Cdo _ D � C ov J SHEET DESCRIPTION • PROJECT TITLE o _ RACKING LAYOUTNoRIji. ,y PORTLAND WAREHOUSE RACKING m z RENTON CUSTOMER: \ m co W SCALE: AS SHOWN REV DESCRIPTION DATE H A i I T E til 5 , I N C . YAKEMA BIAMP SYSTEMS DATE: 04/02/2021 0 ISSUED FOR PERMIT 04/02/21 - 18008 NE AIRPORT WAY SPOKANE co g005 SW HT TT.T RST. co I. PORTLAND, •OR 97230 ANCHORAGE r DRAWN BY:TMI FILE: NWHS-21 -BIAMP-0 (503) 465-9200 TIGARD, OR 97223 / c GENERAL PROJECT NOTES I lB 1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC ASCE 7=-116.9,0&02012 RMI RA K DESIGN MANUAL 3�, GENERAL RACK CONFIGURATION 2. SEISMIC CRITERIA 5s = 0.853, S1 = 0.394, Fa = 1.155, Fv Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.665, Sd1 =0.499, OCCUPANCY CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG. D �" r _� HORiZ. 3. STORAGE CAPACITY: TYPE 1= 4000 LBS PER LEVEL TYP. BRACE itt ' 3/4" I 1 4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502 Z 1 I -3/8" OLUMN AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL. 0 K/% I%/////////�///////�///�//////A V/A \ // 1/2'0 x 3-1/4" MIN. EM B EDT. N �,I ROW BEAM (4) ANCHOR PER BASE PLATE. - ; w COLUMN SPACER 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. <TYP rdil118' V 1 1/4" <TYP. �' 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5"x 4000 PSI \18V - 1- -I r F 7. SOIL BEARING PRESSURE 1250 PSF 1 1 1/2" — ` 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL Ei 0 01111".1111117 ' I DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 1 1�4„ SQUARE CLEAR, LEGIBLE PRINT. € a CONNECTOR 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER I ii `�. 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF �� [I ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. �� DIAG. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN i 1 iki: TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. cc BRACE- 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. - I W rP.) 1/8' �j�i � i --BASE 13. THE SHIMS SHALL BE MADE OFA MATERIAL THAT MEETS OR EXCEEDS THE DESIGN BEARING STRENGTH O PLATE ( OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. ! NOTES: 8F' 1 — & ANCHOR 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE - USE @ALL SPACERAK _ REQUIRED BASE PLATE SIZE AND LOCATION. 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE COLUMN/BASE LOCATIONS TYP. SHEAR FORCES AT THE BASE. DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: SPCRK FH-25 DESCRIPTION BRACING: HOR1Z. & DIAG. 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BELO NOT A DEPICTION OF THIS PROJECT CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. 120 MATERIAL _ 3/8" THK PLATE MATERIAL 13 GAGE MATERIAL 14 GAGE THK. NOTES: 17. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED F STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD 1 ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BRACE LOCATIONS TYP. CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION L 4 DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, 3 I 5 Ki- PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN bel WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. " \\ 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN .-. C ( � HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. Vv THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM m " `�p' FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE 118 V 61 I J1 TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST if) t-1 1/2"-/ BASE PLATE F.F. NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE / 60 151$" 7/8"-, �, 1, PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO 61 I - - I W 1" ! ____ I MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. Z ;,,� l 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR \ \ 0 `"J \ ffl /8" OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. \\ \ d — — — — �� i 20. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER 0 Ill l OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: ,> . .L. 3-1/4" a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. 41* 6 �; ' MIN. EMBED. b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA U L 2 d„ AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. \\ \ Z �j c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. O< " d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY W 5/16"0 SAFETY PIN O STACKED AND STABLE POSITION, / > 'Y�� \ �r T_. _ _ _, _ ! e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. ! TYP. 118" • f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST \ W POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. Q v " ,� / 112"—/ g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE I- 7/16 7116 • 0 RIVET 3 TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR NOTES: HEAVY MACHINERY ARE IN USE. I � 3 CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO n ENSURE REQUIRED EMBEDMENT IS OBTAINED. °° ._.__ . . ... DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 4" BEAM (SB406M) I DESCRIPTION HILTI KWIKBOLT TZ ANCHOR NOTES: NOTES: MATERIAL 7 GAGE USE @ ALL SPCRK BEAM TO COLUMN MATERIAL 16 GAGE USE @ ALL SPACERAK BEAM SIZE 11/2" 0 X 3-1/4" MIN. EMBED. NOTE: STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP. ESR# 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. 6 2 w TYPE 1 SELECTIVE RACK LU Ff N I— N 14" (f) LU ~ C:73 B 1' '36" ,� t 42" t t 42" t t 42" Y IY N O 11 I O 1 1 tl 6u" 36" 36" 2 CC x ~ / - o f ,. o CO ca . , i. 54" 54" O 1 1%16" 60" 40 0 � 3 3/4 4 1/8" TYP 2 0 ► © I + 1BR- 1 116 �, 0 240" 240" 3/161-1 `" I J Ni 54" 54" 14" )" Z 1' 1/8" 1 112" 1 1/2" PR o z .D fi z 6 I �� FS Z O\g� tJ G I N E F S'i0 �" _ Z N cc W w LI N U 0 3�" 36" 62618PE r o o a- o. z �— o�� OREGON ,al z a z 60" 3 36" A � /wGQlAO Z�J JOB NO. EXPIRES: 06-30-2022 0 1 1 �� 5 NOTES: 2 -- USE (3) ROW SPACERS FOR DOUBLE ROW 04/13/2021 1 -0407-12 FRONT VIEW SIDE VIEW SIDE VIEW DESCRIPTION ROW SPACER NOTES: Mingqiao Zhu, PE/ P.Eng SHEET NO. DOUBLE ROW SINGLE ROW MATERIAL 16 GAGE ATTACH WITH (4) 1/2"0 GR. 5 BOLTS, 1428 N Shevlin Court SED 1 OF 1 y (2) EACH END Sewickley, PA 15143 DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570, F =55,000 PSI @ 1 Ki„,,:,. ., ,,,,,, ,,, . 8 "652 A I u REMOVE EXISTING RISER,SEF RISER DETAIL. 8 I n61b�41 2 2 2 2 2 2 2 2% il .- ),� 2'b 2 2 2 2 �" 2 22 � Kii:,,...,,.:,,,, 3� Df 1a a I[ Z la SI 1131 10f 101 )G[ } EXISTING RISER TO BE MODIFIED,SEE RISER DETAIL. J .:, Fire Systems W }tip � +N 2 2 2 �" 2 2 2 2 2'!, �� 2'b 2 2 'b 2 2 '�" 2 2 2 I 600 SE Maritime Ave., Suite 300 iD( 1G( UI IS 13 a IE1 /.. 1D ISI 13 3 10[ 13( 3D IVancouver, WA. 98661 7-10Il 2 7.7 (360) 693-9906 Fax: (503) 289-2208 �,� 4,1; n.0 g�� I �� „.0 }�9 �� . WA CONTR LIC: FIRE-SWI-140-131 OR CONTR LIC: 020758-85 s �' 2 2 Q 2 ry l 2 1Q 2 3 ��$"Z gi 2 z h C 11 , z 6 2, 13 I z �c3'+ ►�� �,' 2 �" 2 Q 2 tai 2 /9��}u I_.. -DEMO GASPED MAIN III m II }ry9 9 0 }ry9 2 iei2 2 m ti 2 )Lx 2 ) 2 132 2% D m 2'b 1a 2 2 a'��>D 1 2 2 3 m ti" 2 132 )a 2 131 111 BRANCH UES INDK:ATEDBY I BRANGHWESINDICATEDBY SPRINKLER LEGEND of SOLID UNE TO ICATED, = SOLID LINE TO REMAIN, II 9 REMOVE AND REPLACE FIRE I REMOVE AND REPLACE FIRE g I SYMBOL TYPE MFG MODEL SIZE TEMP. FINISH CANOPY TOTAL 'F� }ti SPRINKLER HEADS TYP. fQ illf Q I DEMO NIA N/A 314" N/A BRASS N/A 800 SPRIHKLERHEADSTYP. Q H 1y� 2 2 2 ti" 3 2 .1� 2 2 „ 2'!, '� �'/, 2 2 2 2 �" 2 2 2 � II I •• ESFR-17 TYCO M126 IE.8K 165 BRASS N/A 800 1 ;� ,� M 1a ]` °lel )Da >Q 1 1 I TOTAL SPRINKLERS SHOWN ON THIS SHEET 400 I m I II I TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 800 I M .- 1 A DASHED LINE 4 * ,�,FF 04 EXISTING B•INAIN INDICATES PIPE SYMBOL LEGEND 2 2 2 '1:‘" 2 2 2 2 2'k 2'S 2 2 �+� 2 2 `1 2 2 2 TO REMAIN TO BE REMOVED 111 APPROX.LOCATION OF SPRINKLER PIPE TO BE DEMO'ED ISI 1D )a )a 1D la iG )a ' ❑ ICOI I ——— •— �� ' APPROX.LOCATION/SIZE OF SPRINKLER PIPE TO REMAIN r �i* I II _ LOCATION OF SPRINKLER HEADS TO BE DEMO'EDIREPLACED 3 9 0 # 0 °j 0 }� 0 REPLACE 848 RED.COUPLING 'r a .\'� 2 ' 2 2 1,`, 2 r7< 2 )c �1� 2 2 21% 4` �2h )I C 2 2 3 4rtb. 2 1132 �" 2 2 2 3 El /�3 WI 8"COUPLING `...„ ABBREVIATION DENOTES I __ `?' I FF ABOVE FINISH FLOOR fk CENTER LINE AIL DASHED LINES TO I ALL DASHED LINES TO 2 BE DEMOED,TSP. 4 I. 4 BE DEFACED,TYP. q I BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET r ,�� ,�,• I I BOD BELOW BOTTOM OF DECK OC ON CENTER t 1 1'J, 1'„ T1 1'% 2 2 2 11* ' '}1 1 1 1 1 1'4• 2 2 2 1'h 1', 1'G 1 1 Z.O.I. ZONE OF INFLUENCE TYP TYPICAL ir- D I I VALVESDEMO TOFLANTING GE AFF. ■■■■ GENERAL NOTES al 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2.PIPING DIMENSIONS SHOWN ARE CUT LENGTHS. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010. I 4"' I �* 4.PIPE HANGERS AND METHOD OF HANGING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010. ry,+ 'y} 5.PIPING SHALL SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010. � t 1 111 1'4 111 2 2 2 1 1 1 1 2 2 2 1% 1',, 1'G 1 1 EXISTING 8•FIRE 6.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE PROVIDED IN ACCORDANCE WITH 3- :tea 0- Ii' ll' 11 " 0- 1.1' --- ---8 -0 I- "T T ——-8 -8 -0 -0 -0 -0 SPRINKLER SUPPLY NFPA 13,2010I I - 7.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. �' ••• 8.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER/OR HIS STRUCTURAL REPRESENTATIVE. I I I }'`, I }'` PIPING NOTES 1 1 11/. 1$, 114 2 2 2 % t 1 1 1 2 2 2 11 1'„ 1'% 1 1 1- Il 1- 11 0- 1I l- --- ---0 -0 Ii Si-^-•�- ---8 -0 -8 -3 -0 -8 -0 -0 1.ALL PIPE 2"-6"TO BE GROOVED BLK.SCHEDULE 10 PIPE WIWELDED OUTLETS AND GROOVED VICTAULIC FITTINGS AND COUPLINGS. a *1 F`" P Ftp A B IS/ DEMO DETAIL DESIGN NOTES 4 ICI I ! r' •� SC E 1 =�1- A RISER SHOWN,A 5 B TYPICAL 1.DESIGN PROVIDED IN ACCORDANCE WITH NFPA 13,2010 AND CONTRACT DOCUMENTS. 2.ESFR CLASS IV BUILDING HEIGHT 30',25'MAX STORAGE, I 44\ I +'' 1 I 1% 1S, t'!x 2 2 2 1' 1 1 1 1 2 2 114 11, 1'/,lia le-- - - X452L -12 .2_ �l 1 � t 7C 1.6'WAFFERLIABL BUTTERFLY VALVE EMO. ER,DEMO. ! �7 v �i �i �f 2.6°RELIABLE DRY PPE VALVE,DEMO. I IIoI 11 °^ N. I } 1 1 1'/� 13, 1h 2 2 -2 -� '1.• t - 1 -01 1- L�2- 2 -0z 1V, 11, 1'4 -31 1 I 1 m I c.,1 I I 1 $ I I 1 1 11�' 0- 1'_' 1% 0„ 2 0 2 -—2—I t -• 1 -0 1i 1 1- 1 ry-2- 2 -02 -__i'/—— 11.1 1' -01 -31 I I ML DASHED LINES TO °'I BE DEFACED,TYP. I +,, I 4. 0 1 1 - 1 1'G 1;, 0- 1'h 3 2 IR 2 —2 —1 % 1 - 1 -0 1 1 El- El- -+ _—-no2 2 1h 1,I 1r -31 -01 I I .,II 1,II I +NI\ 1 + g- 1 1 - 1'h 0- 11' 1' 0- 2 0- 2 I —2 —I 1' 1 -01 -0 3 1 1— L2"-2_-02 -02 1% 1'„ 1'40 -01 -0t -10 1 I 7 7 I +^ I +1^ 1 1 1'4 1i, 1'% 2 2 2 'l' 1 1 1 1 R' 2 2 2 1/ 1',, 1`/. 1 1 I I DEMO DASHED MAIN,-A _r I DEMO DASHED i1 M 1 1 1'4 i i, 1% 2 2el_ 2 r1 1 1 1 f' 2 2 2 1% 1'd, 14 1 1 I I ,.I ,t I F., ,..1 1 1 1'4 1'„ 1'h 2 2 2 .' 1 1 1 1 L 2 2 2 1% 11, 1% 1 1 .431 I I II �I "I 1 }Ns I +`'s REVISIONS 0- 1 1 11/4 1I I I UI2 a- 2 l" 2 0--2—! 1 1 -0 1 1 1 1 r ��—2—- 2 2 1' 1',, 1% -0 1 1 T 0 AS-BUILT 8/28/15 I I ,I �I - -I -I II +'`, II 4,4`I 1 8 1 1'4 - 1'I, 1'h 0- 2 0. 2 ... 2 -. 1 ti l - 1 - a- 1 i—4 2—-0 2 -8---r -- 114 -0 1'I, 1' -01 -01 - NO. DESCRIPTION DATE CONTRACT NAME \ BUILDING A& B FIRE SPRINKLER DEMO PLAN TIGARD DISTRIBUTION CENTER / scAL£ va"=r-a° ABLIILDINcsrowN,ASBTYPICAL BUICAL LDINGEA& B KEYPLAN 8005 HUNZIKER RD. NDTTOSA&BTYPICAL TIGARD, OR EXISTING RISER LOCATIONS &— FIRE MAIN SERVICE ENTRANCE, SEE RISER DETAIL CONTRACT WITH DEER MANAGEMENT GROUP 4800 SW MCADAM AVE., #120 TIGARD, OR 97239 CONTACT: JOSH HAYNES EXISTING FIRE SPRINKLER BUILDING A = TYP. EXISTING FIRE SPRINKLER BUILDING B =TYP. Phone: 503-784-8187 39,650 SQ. FT. 39,650 SQ. FT. DRAWING TITLE: ESFR CLASS IV, BUILDING HEIGHT 30' 25' STORAGE ESFR CLASS IV, BUILDING HEIGHT 30'25' STORAGE FIRE SPRINKLER T.I. DESIGNER DATE JOB NO. SHEET B.CULLINANE 7716115 1-11.1166 1 OF 2 f1 ■ '.t._,......_.._._,?_,1 . .I ■ ■■ Fire Systems West ■ EXISTING UG FIRE SPRINKLER SUPPLY MAN,SHOWN FOR REFERENCE ONLY ,.- .. .... -- .----.- - -- - TOR A - ' 600 SE Maritime Ave., Suite 300 ten' •.1• .. .. . .. ....... .. .. .. .. ......... . ....... L.L_ prof/ e 55 1. Vancouver, WA. 98661 ., .1.."4'5' �_ 1 ril NUT AND WASHER (360) 693-9906 Fax: (503) 289-2208 I- 2 ♦ 2 ♦--Z -,♦ ♦ 2 ♦ ♦ 2 ♦ 2 ♦ 2% _1----0-- •"__4-a 2 ♦ 2 ♦ ♦ 2 ♦ 2 ♦*-�-?--♦ 2 ♦ 2 /____\-• ■ F� RETAINER STRAP WA CONTR LIC: FIRE-SWI-140-B1 OR CONTR LIC: 020758-85 EXISTING RISER TO BE 111 * MODIFIED,SEE RISER DETAIL. � � ■ ■ I �_BEAM CLAMP Ai ■ 9 4 _ ALL THREAD ROD 2 2 2 ■0''+ry 2 2 2 2 2% ■ 14 2% 2 2 2 2 IIS'''+% � 2 2 2 111111 HANGER RING 0- 0- 0- m---�♦ ♦ ♦ 0- 0- 0-~ I----.--_-_-*♦ ♦ ♦ 0- 0- 0-r----♦ ♦ ♦ O ■ B7 ■ B5 ■ ■ � ■ • C SPRINKLER PIPE ■ ■ ■ . it ■�ti+rye ■,y+`: ■ w+rye SPRINKLER LEGEND ♦ 2 ♦ 2 ♦-_2- ■♦ 2 ♦ 2 ♦ .- 2 .- 2 ♦y 2% !1}-y---�hImos.__�♦ 2 ♦ 2 ♦ ♦ 2 111 2 I♦ ■� 2 ♦ 2 ♦ 2 _. 1 L �� SYMBOL TYPE MFG MODEL SIZE TEMP. FINISH CANOPY TOTAL E `i I ■ C1 ■ C5 ■ DEMO N/A N/A 3/4" NIA BRASS N/A 800 �/ ■ ■ ■ • ESFR-17 TYCO TY7126 16.8K 165 BRASS N/A 800 I III 111• .1;,6 II 'V0, II HANGER BEAM CLAMP HANGER TOTAL SPRINKLERS SHOWN ON THIS SHEET 400 b ■9� tiM STEEL BAR JOIST TYR TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 800 2 2 2 m■� 2 2 2 2 2% m 26 2 2 2 2 m■ 2 2 2 •- 0- 0----- -4/ -0 -0 0- 0- 4I-- .••r_�___- -a= mel -. AD 1110 .- ♦r----♦ AO 4hO-iD1 ■ REMOTE 10SQ.FAk2 D5 ■ SYMBOL LEGEND ALL DASHED PIPING ■ 117!0 SQ.FT. AL1 DASHED PIPING ■ TO REMAIN,REPLACE ESFR,CLASS IV,95 PSI PER HEAD TO REMAIN,REPLACE ■ ■ ALL SPRINKLER I /ALL SPRINKLER ■ STRUCTURAL ----• APPROX.LOCATION OF EXISTING SPRINKLER PIPE SD HEADS TYP. HEADS TY?. ■ +ti {yP+ ID 11 /� /tel ■ +ti SUPPORTING 910 NEW SPRINKLER PIPE,SIZE/CUT LENGTH Y •,5 -'''''''69`l i"‘11 M MEMBER 2 2 2 _ ■ 2 2 2 2 _ 2% __ 26__ _ 2 2 2 2 I , _2_ 2 2 \ APPROX.LOCATION OF NEW HANGER,SEE DETAIL ♦ ♦ ♦-- E3 ~♦ ♦ ♦ ♦ ♦ ♦ 0 -�` - .,.Al ♦ ♦ ♦ ♦ ICI II■ - -♦ ♦ ♦ ADAPT RN1I B6 M APPROX.LOCATION OF SWAY BRACE,SEE DETAIL v. ."/- ,' a T 11--- - Fl m,if ABBREVIATION DENOTES Il II ., �_ - III *L� 01 � �1 ■ �,+�� I FF ABOVE FINISH FLOOR CENTER LINE 2 2 2 2 2 ♦ ♦ 2 0- 2 ♦� 2h -0-- .,...-#h_-..- ♦ 2 -02 0- 2 0- 2 0- ti-_2-_-• 2 -• 2 -• \ I BOJ BELOW BOTTOM OF JOIST SF SQUARE FEET 0 ■ F5 N AFCOADAPTER AL STR CT BOD BELOW BOTTOM OF DECK OC ON CENTER ■ ■ Z.O.I. ZONE OF INFLUENCE TYP TYPICAL • • • BRACE PIPE ■ 9 7 45-59 DEG. GENERAL NOTES 2 2 2 �' 2 2 2 2 2'h �' 2'h 2 2 2 2 1' 2 2 - 1.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. •- ♦ •- ♦ ♦ ♦ ♦+ ♦ ♦+ +-it---�• ---�••♦ ♦ ♦ ♦ ♦ ♦ -•".....2 -♦ ♦ ♦ L O 2.PIPING DIMENSIONS SHOWN ARE CUT LENGTHS, ��b"x6"RERJCING T1 "--.. !'x5"REDUCING AFCON SWAY BRACE 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA 13,2010- GS G"• 4.PIPE HANGERS AND METHOD OF HANGING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010. GI �- COUPE IMG - COUPLING V CLAMP#410 5.PIPING SHALL SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13,2010. �'G21 6.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE PROVIDED IN ACCORDANCE WITH oQi M 1O 7-10 m m NMNEPA 13,2010. / 7-7 7.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS u7 K. Q I SWAY PROTECTED BY WET PIPE SPRINKLER SYSTEM, �F +1. ��F _+R ,��� SWAY BRACE LATE RAL 8.STRUCTURAL ADEQUACY DF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY 2 2 ~ 2 2 2 2 2 2 2 2 _ B• 2 2 ,1� P OF THE OWNER/OR HIS STRUCTURAL REPRESENTATIVE. 5D6 11-1 • 9-5 1-8 S 9 2-05 9-2 1-115 111 ! 3-1 s 11-1 • • 6-10 4-3 • • 11-1 • 5-8 ' 5.5 • 11-1 -\ ! 46 6.7 • • 11-1 • 3-4 7-9 •• 11-1 •2-2 8-11 •2-4 8-9 s1-8 •95 • 111 Q6• LONGITUDINAL I-BEAM PIPING NOTES B4O.D.•29%3" R.O.D.=29'-ffi' S.0.13.•284" ALL SOLID LINES NEW 110.13.•2S5' MO '-1a 1.ALL PIPE 2"-6"TO BE GROOVED BLK SCHEDULE 10 PIPE WAVELDED OUTLETS AND GROOVED VICTAULIC 49 m m M 2 FITTINGS AND COUPLINGS. Mkt B.O.J.•26'•1D' PIPING,TYP. STRUCTURAL SUPPORTING DESIGN NOTES _ ▪ • s 2 • • • • • • • 2 • • • • • • 1♦+- S 2 • S MEMBER 1.DESIGN PROVIDED IN ACCORDANCE WITH NEPA 13,2010 AND CONTRACT DOCUMENTS. AFCON I BEAM 2.ESFR CLASS IV,BUILDING HEIGHT 30',25'MAX STORAGE 0 ADAPTER#086 \ ay NB REMOTE AREA#1 q ..(e,/////////////// -) WATER FLOW INFO AI SOURCE:CITY SUPPLY ,t, DATE:5/1115 BY:TIGARD WATER DEPT • • 2 • • ! ! • * • 2 s S • • • ' • 2 S • SLTATIC:D106 PSI0 SW HUNZIKER RD.&SW WALL AFCON UNIVERSAL STRUCT, REMOTE AREA `S' `� ���N LOCATION: I NEW GRID RESIDUAL:102 PSI 14 0FLOW:1555 GPM q \ ADAPTER#076/077 NUMBER OF ti M v : I sr / SPRINKLERS: 12 BRACE PIPE I r h 45-59 DEG. DESIGN DENSITY: I 35 PSI HEAD 1 ! .' ! 2 ! ♦ ! ! s • • • 2- • . • • •- • s •- s •..,.,- •. s 2 • „ • �/ Mk3 ® \AEGON SWAY BRACE AREA OF DISCHARGE: 1,190 SQ.FT. Mk3 #001/020 R m o REQUIRED FLOW: I 1246.0 G.P.M. 1 °� "' PRESSURE REQUIRED: I 64.8 P.S.I. 1 SWAY BRACE LATERAL SWAY TOTAL FLOW @ SOURCE -BEAM ALLOWANCE: 1496.D G.P.M. 1 t ! • 2 ! `-S • • s • • • • s • • ! • -' • •r • • .' • ITYP. INCLUDING HOSE B.oD.•2V-3" 8.0.D.=27.7' B.O.S=26''4" PIPING,TYP. B.O.B_5-W - FILE NAME: ALL SOLID UNES NEW 8.0..1.=28-10 REMOTE AREA REMOTE AREA#1 1 �0 `741, 0 ry}ry 0 2 06"AF.F. 2 2 • 2 2 2 2 2 2 2 2 2 2 50.6 11.1 • 9.5 1•$• 9.1 2 9-2 1-11• 11.1 5 8.0 31 •• 11.1 • 6-10 4.3 • 11.1 • 5-8 5-5 • 11.1 s. • 4.6 6.7 • • 11.1 i 34 7.9 7 s 11.1 •2-2 8.11 Am.24 8-9 ,1-B 9.5 • 11.1 0-6• \il(J BUILDING AIB REMOTE AREA#2 6194 M$14 ▪ • • • 2 • `� S • •s • • s ! 2 • a • • a • • a >}r • 2 LOCATION:• . REMOTE AREA I EXISTING TO REMAIN 1 NUMBER OF 8 8 SPRINKLERS: 1 12 I rn a oqi r ^ DESIGN DENSITY: I 35 PSI HEAD I ,7 AREA OF DISCHARGE: I 1,180 SQ.FT. I �� 5 • 2 $ Jam-• •• • a * • 2 • t • s • • •--r T • 2 • • REQUIRED FLOW: 1 1254.5 G.P.M. 1 3 eN915 a Mks -___. L ' PRESSURE REQUIRED: 94.5 RS.I. 4 d, `� TOTAL FLOW I�SOURCE INCLUDING a 5 .• • 2 • '-• • • S • -. 5 • • ? a •• • • • / a • ♦r" • 2 • • ALLOWANCE: 1504.5 G.P.M. 0 8 REMOTE AREA • FILE NAME: I REMOTE AREA#2 I q o om ay d, w • S 2 • r-! •• • •• • • • • 2. • -' • S . • / • -' • 0-,- s 2 • • C O N REMOTE AREA 111 REVISIONS 1190 SQ.FT. 9 MN IW6 ESFR,CLASS IV,35 PSI PER HEAD 0 AS-BUILT 8/28/15 m (12) 1J 1D ('J '_ • • 2 • • • • ! • • 2• • •- • • • S • • • .=• 2 • • R3 0 �6/ EXISTING a o Po, '.a F� 8"MAIN 46 \J U �J �J 8'OxG 2 . . 2 HELD ORDER -. • S s -'--s i � S i i s • • • ! • ! ! �; • • 4 NO. DESCRIPTION DATE •1, B.OD.=29'•3" I 13O.D.•V-1 I (ii) 3 - 2 B.O.B.■NW `_ 9.06.•26.5„ B.OJ.=26-10 I m,a, m ,e ,;A 6.0.1.•26'•10' ALL SOLID LINES NEW t CONTRACT NAME: �� Mk7 }R PIPING,TYP. �� F`l :d 1� �� /%` q1 (.1‘: B FxG �� + IL ,5� , oR TIGARD DISTRIBUTION CENTER Lk1 2 Lk2 ti 2 LY3 2 LN4 2 INS UN 2 Le 2 eL0 LOS y LN9 2 Lk10 2 M1 Mfr 2 LVII LII 2 1 1'•D' 5 �� 2 • • s `t • • * • s '' • • 1. . $ • • ' i • , • � '. • s ,1/421....0.4 0.6NEG 06 11-1 9.5 1-6 8-10 ® 1-9 9.2 1.11 11.1 8-0 3.1 111 610 43 11.1 5-8 •5.5 11-1 4-6 8-7 11.1 34 •7.9 11.1 •2.2 8.11 C�2.1 8.6 1.8 •9-5 11.1 0.6 L F.S.W.STARTING POINT 8005 HUNZIKER RD. a T6 2'MAIN DRAIN fj FLANGE A.F.F. TIGARD, OR } _. _. . ... . -. . ---... ._.... ._ . . - -. 1 k 2214 -- 6'X2'PIPE STAND • ' W FLOOR FLANGE CONTRACT WITH: DEER MANAGEMENT GROUP 0 BUILDING A& B FIRE SPRINKLER PLAN 4800 SW MCADAM AVE., #120 SCALE:118"=1'-0" A BURPING SHOWN,A 8 B TYPICAL TIGARD, OR 97239 CONTACT: JOSH HAYNES Phone: 503-784-8187 0DRAWMODIFIED A& B RISER DETAIL ING TITLE: SCALE:112"=1'-0" A RISER SHOWN,A&B TYPICAL F2-8"POTTER VSR VANE WATERBUTTERFLY L EF 1 8"TYCO OWALARM SWITCH W RETARD. FIRE SPRINKLER T.!. 3-2"FPR FULL PORT BRASS BALL VALVE FOR MAIN DRAIN. 4.ERR PRESSURE GAUGE KR W11/4"3 WAY VALVE AND PLUG. DESIGNER DATE JOB NO. SHEET B.CULLINANE 7/16/15 1-11-1166 2 OF 2 s CODE SUMMARY FIRE & LIFE SAFETY LEGEND 0000 BUILDING CODES: 2019 OSSC > > DIRECTIONAL PATH OF EGRESS0 GENERAL BUILDING DESCRIPTION: - PATH OF EGRESS 0 0 0 CONSTRUCTION TYPE: III B NUMBER OF STORIES: 1 ROOM /SPACE SUMMARY SPRINKLED:YES NAME ROOM NAME OCCUPANCY GROUP: 'B' OFFICE, 'S-1' STORAGE ROO - ROOM NUMBER0 EXITS: OCC: 1ReiOCCUPANCY CLASSIFICATION APPROXIMATE AREA OF SPACE: 80,390 SF AREA: 864 S ROOM AREA OCCUPANT LOAD FACTOR: 100/15/150 - B, 300-S-1 FACT: 200 OCCUPANCY LOAD FACTOR f I u e n t J es i g n NUMBER OF PROPOSED OCCUPANTS: 338 TOTAL LOAD: NUMBER OF EXITS REQUIRED (TABLE 1015.1): 2 OCCUPANT LOAD NUMBER OF EXITS PROVIDED: 5 1931 SE Powel Bled. PorAond,Oregon 972132 MINIMUM WIDTH OF CORRIDOR: 44" ® EXIT SIGN WITH EMERGENCY EGRESS LIGHTING. `:533.+32.8`17 E:Info@f luenldeslgn pdz.corn MINIMUM WITH AT EGRESS DOORS: 36" SOLID QUADRANT INDICATES LIGHTED FACE, W:fluenldes'ignpdK.com LOCKS & LATCHES (1008.1.9.3): WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN ARROW(S) INDICATE DIRECTION. EXTERIOR DOORS, THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED AND SIGNAGE PROVIDED STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN O) OCCUPANT LOAD AND DISCHARGE DIRECTION ©FLUENT DESIGN.INC BUILDING IS OCCUPIED." INDICATOR THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN I 1 11 /r _ _ ' — I!!l!!!!�y„„, - -..-.-rr7..--r..77!!/ll�rr�7llil7/Il l.l..!!!!!!!.11ili! ..... ....., — — — — ... !!!!!�I — J .:, :.:..,.:n..::..... .....-., -� -. --..- �::,:.v.:..:.::....v::.v.v..n. v::.v.vv.,v.v:,v:,.,:: N/ CJ ... . $ I . ._ :0, , ; , 1• TRAVEL DISTANCE: 196'-4' MAX ALLOWED: 300' io i i Ij J _ • /1 ■ ■ ■ ■ = ■ ■ ■ . - ■ I % - V) ! € == - - - - _ _ _ LLJ : I ''- >-- y y 14•1~1 j I I - I v~i KITCHEN II ■ ■ _ • ■ ■ ■ IC SZ N OCC: 120 �- 7. ._, N o z AREA: 495 SF _ _ 2 O FACT: 15 LOAD: 33 G._—:-_I ��__� . _. • N i; % - coo i=i (E) WAREHOUSE i ' � o0I , OCG; S _ G, Forklift • 1 AREA:37,846 SF FACT: 300 LOAD: 126 - _ - 1 1/ I - - Forklift • it 1 4 , -"ii ■ ■ ■ ■ 1 ■ ■ ■ 0 0 A./ ® TRAVEL DISTANCE: 224'-6” 4! (E) WAREHOUSE % _. I OCC. 115 • MAX ALLOWED: 300' (E� OFFICE _J (E) BREAK ROOM Si AREA:38,081 SFI 1 a,, , ll% FACT: 300 RM # 112 RM #: 114 i (..._ .. ;, LOAD: 127 OCC B — I OCC: B AREA 139 SF AREA: 403 SF FACT 100 FACT: 15 !' ' ' TRAVEL DISTANCE: 167'-8” TRAVEL DISTANCE: 165'-0' LOAD (E) MECH. ROOM TRAVEL DISTANCE: 91' -9" LOADS 27 I c_ ___ f MAX ALLOWED: 300' MAX ALLOWED: 300' j RM #: 113 MAX ALLOWED: 300' — WI OCC: B — — — AREA: 67 SF 0 FACT: 300 1 I;j LOAD: 1 01 Q &A 7 O RM #: 121 68 68 \ — 68 rf OCC: B ° \ (E) RR 5 AREA: 710 SF II�1 U FACT: 150 �; 1 �. — r I . (E) RR �� ``��� �� — — I�I - �� 1 LOAD: 5 ,.__ — _ . /,. —, - Al - . — , '" - — _ — if - :�..� 1 yf 1 — — . - o (E) KITCHEN III I (E) OFFICE (E) I.T. ROOM CUSTODIAL SERVER (E) RISER OCC: 1040 (E) RR RM #: 110 RM #: 111 CLOSET ROOM ROOM 2 Lu AREA: 72 SF OCC: B OCC: B Q AREA 207 SF AREA: 145 SF 0 \ RM #: 119 ' RM #: 118 RM #: 117 FACT: 15 FACT 100 FACT: 300 OCC: 2 OCA: $1 OCC: 5 ,LOAD: 5 I LOAD 2 i FACT: 1 -- AREA 23 SF AREA 54 SF' AREA: 56 SF FACT 300 FACT 300 FACT: 300 .LOAD 1 LOAD 1 LOAD: 1 uJ (E) OFFICE RM # 103 01 68 OCC B 9 r AREA 135 SF0 FACT 1 _Tri LOAD 1�1 I 0 I. N (E) OFFICE L J o N 2 � RM #: 102 �O < (E) OFFICE (E) OFFICE (E) ENTRY ROOM, OCC: B N l AREA: 106 SF N Z U o RM#: 106 RM #: 107 . RM #: 101 ', FACT: 100 0 0 w OCC: B OCC: B I OCC: B I , LOAD: 1 Z Z Q Q Q AREA: 128 SF AREA: 182 SF AREA: 169 SF = _ FI e:Sw FACT: 100 FACT: 100 FACT: 100 v" ~ !LOAD: 1 LOAD: 2 LOAD: 2 (_, FIRE, LIFE SAFETY PLAN - -, FIRE, —_ ) LIFE SAFETY 3/32"=1'-0" PLAN