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HomeMy WebLinkAboutPLANS - 06-00366 - American Construction SupplyP:\2006\06174 American Construction\3.0 Design\3.1 CAD\Bosemap.dwg, Cover, 7/19/2006 9:48:03 AM, 1;1 a~~ w _` '" pp ~ y.j y N ~`, ~~ y 4 ~ ° 4 ~ ,r._. 1h " ~1 ~ m ~ m ~; ~y~J ~~-~-~~,y;ay~US HWY 201i~Y1WY1fIPOW1~ ~ ~' _ ~ ~ ~ ; ~.~.,~.. ~,~ i= ~ .URPORT ROAD - ~ ~ ~ ~ - ~~~, ~ ~~ nn ~ ~ ~' ~ ~ ~ "" (( ; ~ -Ai ~ ~ ~ 1,~ ~ !1 ;~ ~Ic~ .~ , . ~ ~ ~ ~ ~ ti~ - W _ ~ 5 sv ~., m n ~g w 1 r $ (n E 0 ~ 1 ,., ~ ~ ,~^ ~~. ~ Y ~~~~ { r aN } ~ Q ..-'1 Y1uY.~' I XrnOW ~ ~~ ~ ~`• it o Z ~ ~ i ~~~_~~~ ~ Q ~ Fr• ~, z o ~ N~~Z G~ ~ P N ~ -P ~ ~ ~ "' ~ RAT ~ ~ ~ ~~ L ,~1 r~ ~ ~ N ~t N ~ N _{ D \; 1 ~ ~ , ~ j ~ ` ~ CAS ; ~` Cr1 z ~+ .y ~O,9y ~~~ ~/~ O O • ~ O ~ m Z f r1 ~ ~~~ O ~Z Z ~ II o ~~ ~ ~ ~ v ~~~ ~ ~ ~ Q ~ ~ _~ m ~ °' °~ z ~T~ ~ ~ N N ~ r/1 ° W ~ ~~i y ~~ o ~ a ~ ~ ~ O a a a ss. ~~~ b~ bd tzi bi ~ ~ ~ ~ ~ ~' ~ ~ C7 ~ ~ 9 q n Q y ~ ~, c~ ~ o ~ Q. ~ ~ oc C"1 ~ ~.~i ~~ w ~+ ° :; Q r- `~ ~ ... -n `"• ~ rs t(`vti m ° ~ ~ ~ d d d d ~ ~ ~~ 'i ~, ~~ i~ i I~ P:\2006 n•' Y ~~ ~' S3 5 ~~ ~ ~R ~ E~ o v ~~ ~ ~~ ~ SSS; II ~~ ~ ~N ~ ~ ~ 6174 Americon Construction\3.0 Design\3.1 CAD\Bos 4 ~ C o n N ~ 8~ - , ?~ ~ o ~ ~ ~' N ~~ ~ z ~0 A O x ~ C~~-++ a3 7•~ M^^.^^r • ~ ~ r ,m !~ N '~ PR 'J n ~ m I ~ . 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W 0,84 acres S89'49'26"W ..._._..._..~. 589'49'26"W o 222.81' -~~~ ~~ 222.39' ~ ~ S89°50'46"W ° ~ D 200A0' r LOT 13 ~ o r o L®T 14 `' °0 34,318 sq. ft. ~ w 34,274 sq. ft. °v 0,79 acres - m 0,79 acres ~ N L®T 6 N. i~,, 36,486 sq. ft. w 589'49'26"W S89°49'26"W - 0,84 acres 222.87' 222.73' sa9.5o'4s"w ~ L®T 16 ~ 0 a L®T 1 ~ 200.00 ~ °0 34,327 sq. ft. °~ w 34,327 sq. ft. Qo ~1 0,79 acres m 0,79 acres N ~ r 589°49'26"W S89°49'26"W ;J rv n~ 222.93' 223.08 ~? ~'~,, 36,486 sq. ft. w - 0,84 acres ~ ~ LOT 1 "7 0 ~ a L4T 18 ~~ s89.5o'46"W a- ~° 34,336 sq. ft. °o wa- 34,381 sq. ft. o° 200.00' 0.79 acres m 0,79 acres N O S89°49°26"W S89'49'26"W io r~ 4 N L® `: 222.99' ' 223.43' ~ 1 31 ~,i coq ~ 36,486 sq. ft. w u d ~ '~' _ ~ 0,84 acres ~ ` ~ QT ®~ ~- o - 4,260 s "~ °o ~ 34,434 sq. ft. ~° - m 0,79 acres S89°50'46"W 200.00' ___ 589'49'26"W ._.__~. _.................. __...,_.. _....._...~. S89°49'26"W _-...~. _ 203.05' .. _ 224.36' --.. . 213.70' 213.70° ~ r LOT 3 73,403 sq. ft. No p 1,69 acres $ o L®T ~ $ a L®T 1- °~ $ - 42,740 sq. ft. - a ~ 42,695 sq. ft. N m 0,98 acres m 0,98 acres 280.11' 213.70' 213.70' ~ S89°49'26"W "~ ~-=~ '"~ (alt © ~ ~ "'T`i ~ N Gar m N ~~~ I~) 707.51 ° ~ ~~ ~ i ~~ I PR K $~ ! ~ D o~-p ~ D W E ~ ~ 5~ .x; ~ O y O o '1' 9 ~ O~ .Z~ S ,~ E °v i -j~, ~ ~ F+~ ~~ ~ Tso srti ~ ~ ~ ~s c AJ U~ ~ o~~~ ti d^\O ~~ ( ~ i ~ ~ ~ ~ y ,I, ~ ~ i I P ~~ ;~ ~ ~ ... 4 ~ (XJ ~~ Q ~~ ~ ~ ~~ ~ d ~ a 7pc ~ Ol ~P L J i Q t ~~ ~~ :: :Ji •~•• .i I ~~4r ~ ° _~ "~ ~ v o O' I • a •~ I r vvi• ~ ~ v n .~} m Q o ~ ~ ~ I ~ z .~ m o w o N m w ~ i ~r °~ ~ "' ~ ~ i S I m~ c~ ~ ~ vj o, --- X ~ ,? T /s I ~ t'' t/j ~.f, ~'~ 35 00' ~'~ ~+~'' ~~ o~~ V1 ..- ------ --- .3 ~ h.r • v' t G''~ ' ' ~~ ~~ ~ ~ ~ ,~ <~ ~ ~ ~ ,. I .... ~ ~ O 1 ~. ~~~ '~ ~ '"~` ' 7.91 ...;, ., ~~ ~ __.._ ^ r ~ ~ i ~ ~ RI ..... 1Y a ~ ~. Sfi i p i PPp66iCitit( rv G7 ~ i 1.01' .......... - __ - ~~ _ ~ i7~) ~ 4~~ ~ -a f / I 35.44' ~ --- ~ ,4~ ~~ ~ rn Q _.__-~ O`ff' n w p Y~I:. ~' f. V '?1 N ~ ~ Z Ali ~ " tr ~p )~ ~ i _ .... :~ •: ::.. .. I S'I• :' ~~` 4 C ~ z ~ ~ m ::; ~:. .~ c, ~ ~ ~'~~'° '~ ~ 7.0 '~,~ ~ ~y ~---35.00' 35.00' ~+i a 03 r O ~ a a ;;~~77 ~ ~ ~ ~ _._._...... ~~ 0.3 _ ~c ~~i.. ~ n Z ~ ... ~~S sT ~~j c y \~ ~ m ~ ~ ~ ~,. , -o x z ~~ ~m~ ~~N~ \ ~A~ .~- . _.... S'' ., .....r . ............. ..7 , JET STREAM DRIVE _._... _ s. •"~ .. , 60 ~"'Fi. o S~. s~~~ c - ' - .,, '' N Y W 1 N O I 00 0 N 4" TO SYSTEM -� SLAB PER FOUNDATION PLAN �'EXPAN510N CHAMBER alZING: 51'5 VOLUME = 22.41 GAL. VE = 1.8 GAL. STANK PRE CHARGE = 55 P51G JET STREAM UJAY X11 �IH PLASTIC FACED INSUL. PREFIN. METAL GUTTER 4 MTL SIDINGS PER STEEL FRAME ROOFINGS PER STEEL PER STEEL FRAME MANUF. FRAME MANUF. MANUF. SHOWROOM 12 PULINS PER STEEL HVAC UNIT 1 FRAME MANUF. HEADER WHERE REQUHRED PER STEEL FRAME MANUF. ACOUTICAL TILE SUSPENDED CEILING COLUMN PER STEEL WATER HEATER a FRAME MANUF. 1 —WOW COUNTER ° N - HEADER WHERE 2 REQUIIRED S AREA F GIRTS PER STEEL FRAME MANUF. I If L..__...._ .._.__ ___. ;.._._ __.__...._. _- 1--- BUILDING SECTION FPI 1/8" = V — 0" RESIRISER MANIFOLD W/: OTO �® (1) DRAIN AND TEST O 2 FLOW SWITCH 3 PRESSURE GAUGE 4 SIGNS AS REQUIRED (D DRAIN RISER MANIFOLD DETAIL NTS ,0 on +� 4" To FDC w /Check Valve and Ball Drip at Low Point FF RISER DETAIL o 3/8" = 1' - 0" 8 1-0 7 A., 20 / 15 E N W E FIRE PROTECTION PLAN APPROXIMATELY 7,875 SQ FT 1 / 8 " = V - 0" s APPROVAL ST AMP SYMBOL ® RISER KEYED NOTES 0 6" C -900 PIPE FROM PUBLIC WATER SUPPLY ORIFII 19 6" PIPING THROUGH FLOOR CSC MODEL TY -FRB SSU Q SLEVE AT FLOOR W/ 2" CLEAR 5.6 1 SPACE AROIJND PIPE TY3131 0 SUPPLY SIDE PSI GAZE QR 5.6 4 AMES COLT C40OZ REDUCED PRESSURE ZONE ASSEMBLY • TY3231 EXPANSION CHAMBER - 11.1 GAL v © 4 TYCO 513 R ises - SEE DETAIL 1 2 Q 2" TEST AND DRAIN LINE � ��� ® 4 CHECK V ALVE Z Q9 4" SCHEDULE 10 PIPE 8 FILL CUP 11 4 SCHEDULE 10 FIFE TO SYSTEM D m 1Q SPRINKLER HEAD CABINET W1 MIN 6 SPARE HEADS O 13 120V ELECTRIC ALARM BELL 04 EXTERIOR OF BUILDINGS 0+ SIGNS AS IEOLINED Q ALL ELECTRCCAL WIRING BY OTHERS 1-0 7 A., 20 / 15 E N W E FIRE PROTECTION PLAN APPROXIMATELY 7,875 SQ FT 1 / 8 " = V - 0" s APPROVAL ST AMP SYMBOL SIN SPRINKLER DESCRIPTION RESP. K -FAC ORIFII a0 TY3131 CSC MODEL TY -FRB SSU ry Z Z QR 5.6 1 RR TY3131 CSC MODEL TY -FRB SSU QR 5.6 1 • TY3231 CSC MODEL TY -FRB SSP v QR 5.6 1 2 N T I F NT5 SYSTEM DESIGN DATA I S E A 1 REA M 1 Oft .- OG2 — — 1,815 ft 2 .20 vKm F 13 A.S. 0 130 > ma M. 250 vm mA - APPUP. m 1500 lap; ' 314 vm A T 62.1 Pm AT TOR WATER SUPPLY INFORMATION: mm moue 86 Ps, Nwix P umm 18 ps eTM 1386 aw nom 1M Ar. sn uAm 10 - 12 -06 APPROVALS REQUIRED STATE FIRE DEPT. OWNER SYSTEM DESIGN DATA I SYSTEM N 1 REMOTE AREA N 2 am. OG2 .�.� AM _ ] . 815 f t z .20 aPw/ao Pr 13 A.S. m 130 ., 250 Wm w APP=,= 1500 WM A 62.1 Ps A TOR WATER SUPPLY INFORMATION: wAm ms"e 86 Pm mmvj . Pmomm 18 Ps eTM 1386 vm name 16 Ar. n DAM 10 -12 - APPROVALS REQUIRED STATE FIRE DEPT., OINER SPR INKLER SCHEDULE & LE END TEM FINISH 200 1 Brass 286 Brass 155 Chr ESCUTCHEON Q TY, N A 46 N/A 2 Recessed 14 CABINET WITH MIN. 6 SPARE HEADS & � o ° o z� 0 E~ o U r4 U C 0 O W0 p m Uz i T 0 W HW zz a„ A W E 0z z � 1 M O 9 M co CO � CO c 00 I a c � N.4 o o 0 Cam, ca > a Cn m d , Cn Cn Lbmm Zp Z ° • N-4 tz Z m J J Z o PLAINS ACCE TFIj S++ ;FC f klEX" - HANGE51h ry Z Z TIJN IS ZStJBJA REVIEWED 6' DATE: o¢w 4 - Z J CABINET WITH MIN. 6 SPARE HEADS & � o ° o z� 0 E~ o U r4 U C 0 O W0 p m Uz i T 0 W HW zz a„ A W E 0z z � 1 M O 9 M co CO � CO c 00 I a c � N.4 o o 0 Cam, ca > a Cn m d , Cn Cn Lbmm Zp Z ° • N-4 tz Z m J J Z o a vp ry Z Z a p O o¢w I J,I Z J v Lil ° J Q a: 0 0 (L � ��� n a Z L-I I u o C�U ¢ ¢ w () F. 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