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10-995-001l IIIII 410 1 -11 assh.wn. I Existing Spkr. Hd. I e \ emoved as Shown. Y� cw Upright to \ ire Installed (� U erDiif— ) -1 r S M? °M ` Existing Spkr. Hel. to Lc / ' -i ,r \ / \ r (n M Removed as Shawn 00 MM FMO 0 ` 1 to Install • _ I I # I m / Underl3uct " HANGER DC N DETAIL %a: PIPE SIZE A aX C 1' 3' -0' MAX, 00400 to MIN, W 4' -0' MAX, 12' -0' MAX, -•Uee- - ••Er • Y 4 YY•• v • Y • IIIII 410 1 -11 assh.wn. I Existing Spkr. Hd. I e \ emoved as Shown. Y� cw Upright to \ ire Installed (� U erDiif— ) -1 r S M? °M ` Existing Spkr. Hel. to Lc / ' -i ,r \ / \ r (n M Removed as Shawn 00 MM FMO 0 ` 1 to Install • _ I I # I m / Underl3uct " HANGER DC N DETAIL APPROVALS ❑ OUT X IN ❑ OUT IN � OUT IN ❑ OUT IN REVISIONS PIPE SIZE A aX C 1' 3' -0' MAX, 12'-0' MAX, 3' MIN, W 4' -0' MAX, 12' -0' MAX, 3' MIN, 5' -0' MAX, 15' -0' MAX, 3' MIN, * OF TOTAL SYSTEM REQUIREMENTS. A ❑ ORIENTATION HANGER STEEL PIPE SPRINKLER HEAD IC 4r MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES • • Y • U • • o • • • • •• W • • • CONC. DECK. .• 0 0 0 : W 41141,41, 00 0 see a 3/8" CONC. STUD. 3/8" k�Uv'LIN `•uoa :too*., • a W F--..=47 R- "4"w„":" f`�.. �"'11y.17I tP r(� t i t HANGER RING t f \ z TYP. HANGER DETAIL \�� Q T ew I�" rl, �� ° (n HANGER LOCATION DETAIL Existing I ght C FP - N.T.S. below A/C it Existing Spkr. lid, to Le Existing Spkr. Hi. to Ye Existing Spkr. Hd. to lee N.T.S. n t• Rcm i X � Removed as Shawn. Removed as Shown. Removed as Shown. Jsting Spkr. + m ' _.. —. -- — exHead Sprinkler Drop Ili.t•Remam f'EN GRID (LING, ° O n + z \ under Duct = — � — — � Flex gad Sprinkler Drop - FI ® H INSTALLED F't. ! z fi 2' -:— " r U E- g Corrugated / / Stainless steel hose with stainless s steel braid \ ` w r available 2',3'i4'5' ar 13 K ht New 1 / "xl" i ated stainless Steel se with stainless steel braid claw team Mech Tee eigi available In 2' 3',4',5' a V IesrNhe New S inkler t• Ue a Added sShown —212 U I,, DN — a Mu( - \ Existin Spkr, h Ills Q it p tl 'art Celtlns GrW to Remain as Shawn Meuntlns )racket Gj " Me h 1' " / s s 1 r Y Multi -pert )racket \ I / s ' I. If Existing Spkr. ds. to - I below Existin Beam. 1us as hewn, DN t• Fee la I w _ Self Tapping Screws Self Tapping Screws e s (See Detail "A ") Aal talele Hula �- I I I I I Ata »le Hug. ow Upright r0 = Blow Beam I New IYVxl" I ♦ �� i ev st - ecI 'Ie { } ( ( � �„ / O O - - SIg �, !41 w, i �t„ I„ \ �� s, % 2 •J �I , , -� f' � Mes ' «„ 2 r R Y e •ppinB,Screws Self Tapping Screw 2Y2 rr Yz r CNUMTIM s � r. !! "- sMnurr H... / MNaI or Wooden Stud a'Rropriate rigid surface) 6" e � AIN I � _ � - $`3 \ 2 I IIIIIII� BBB = I s FIRE SPRINKLER DETAIL FIRE SPRINKLER DETAIL G \ ? - \ ® �\ ,r _ FP - N.T. FP - I N.T.S. SIEMENS _ MONSOON .� _ , U 1 IE sraRAGE AREA r "T { r 4" MAIN 4 MAIN �( / • A `AF:F t�stinf�>,tt� / W ALL. FLXHDSI CALCULATED @ 6 Ft' � n �„ NcwLxl; a t P w �„ O \I cafEY ■s Shown New 4 xl / u - Tcc o g 1" � ech Tee E •tin l I I i r a Cl t•, a Nugget) l r M 41, u , I (i O New Upright to be Installed as Shown ! T o M s O I O I (Min. 1" to Max 12" from Deck.) �`' 4• H SCHEDULE A,' ' Existing Spkr. Pd. pis. TO BE REMOVED, 4 � 1, EXISTING UPRIGHT .. •. " O - O Remain as Shown .. . - t• �� - n 0. ��- # s r J � � � r1� • . � _ _ � 'l iel•w Existing Beam. 5 AND RELOCATED, :• • � '' :. - — — — O , ,r I (See Detail "An) 2 2, NEW 1' 90 r0 R C _ — — m • —1,. 3. NEW 1'X0 -2' NIP.. GRI CEILING. p o m _ isr,l Sp r.1Sd%u I I 4. EXISTING BRANCHLINE. ( \ !r c.v2 "x l' rrl . Bating Upright INSTALLE 5 Ft. -U - Raise: u Now-Cl I ..' = z I x L frl I, I - s E r tine l" Ou j I a A/C ��' S NEW 1' ARMOVER ch\Soe O , II gated as Shown - - to lu • _ - G. NEW FIRE SPRINKLER HEAD, New Upright to be Installed. as Shown . w BELOW E / s z = r. _ o cc - o 'r, I DUCT ULC=Q1, ,• �l ,0 2- : I DECK r: I I 0 4 \ - - - - __ a Min. 1" to Max 12" front Deck.) \ 'D O r _ R _ I �' — • 1�1 STORAGE AREA ACT. CI-G. �* v �2 NY -. ( I 1 cT 10' -0" A.F.F. � � � �i - � / " '- 1 1 New "XI" I. i. T 12 r r / _ I - New Wall Existing Spkr. to �� t, „ brat ARMOVERS GREATER THAN 3 p' G -0 , Remain. 1N LENGTH SHALL BE cr. Ltd. to be / 0 \ ` r � L r f SUPPORTED BY A HANGER ORDINARY HAZARD GRP. II Rtm• Shown, DESIGN AREA 1 A AREA: . . . Exists)jUprighttob ed as Shown FIRE SPRINKLER DETAIL DENSITY: 0.20 SOFFIT y C FLOW: 709.4 gpm I 5 Sec Section No. 3 LINE C/ j (FP3of3) N.T.S. 20.4 psi PRESSUR Detail A HOSE ALL OWANCE : 250 gpm V DI Existin S kr:lli. ° I l 1 N �+ p .N MST ta'wATet UMR N -T.S. to be R. opted as - - 1T,_ � SOFFIT/ � SOFFIT ( I Shown ./2 Pc.2' -G" 1.'- " A.F.F., \,.i / LINE --- JUR - `--- -- f OL ♦ VG 7 2 1 I Deep YR P I 412 ( ^, _ � '�' \ Existing Upright t e N \ I Existing Upnghts I I Ncw_U Uprights to he .. w^ 1rP1 rPZ r 2elocated as Shown Exi i i PD, to Le Remain as Shown `" " Ex's ne PD. t• lee Installed as Sb•wn ` ( , L• red w./ 2 PC, \ See Detail "B" (T J Low w./ 2 Pc. n leelow Unit. PARKING M I \ r r ll er Fit. S XZ7 `Existin It, Be Dee tit. Y4 �rY » GARAGE ] / I" Y Reloca d as Shown ( Y r ( Y \ �� Nni'bertnRusenslebr (FUTURE- NI 3111 i BUILDING "D" I ' 2 _ F C ) 1 po Architect, Inc, ...._ ._ ..' — mtt "rM AM1IWI its 1 N I w,rrwn �j«n«<4 A r A. —_..- 1 Q .....r 3, Nat h� Qe\�1 .tip m , , Full Wall LION I } OPEN GRID EILING. I;� 2 .� . x 1 7 �C I INSTALLE 5 Ft. s c o__soFFIT�} s� AIR, tIIY.rr SNth MIrn11 �,, \ Z 2 -512 N- \ _ 1J I • �R C L w4A IW %A / \ F BELOW HE o' -d.1' A.F.F. \V/ r ti trlMp Narra w �� %yy G7 w Upright t• Be DEC I T1T. ; „A„ i ". „, W.,+esc "�" a,,,,cx c+,x .rcn nnxa i : ` I tailed as Shawn : In�siNnnEu Jlr «I ...i. 5711 Yunwl at ! �/� I — ry i i tuuisu �j ` (..\ 1 1 ' Mech Tee -� I TDR lOR - OPEN AREA , z” Lxm „R, ii vNRNRIX r t Existing Uprights to Remain as Shown w d I y., J M f' Jp 1 II F R4wNitR CHif�em W.VS'fM CY15 J.451M CkiA \+.Y .? tr` , ( — MRttarAm ctnYulJ,y,nlw munR1 r I,m � (( ,h 3 -let 2._4” � � , • ,• ;.� � GYP. eD_Ct� (Min. 1 "to Mix 12" from Peck.) ° ,JJ u I d t?e Ttt' �. ' • • wrrsc = I•'-• o I �_ I" I R LI �i " ` �I t3C xesting Urrlght c _ ..._ 1 - ... -4 y ',. 6MAI Ft. A. wags.: IocatedasSl "xl rr r RR n ;� BUILDING dA." /t s ..G ( n eth to y 2Y2 2X2 2Y2" 2Y2 ,�� 1G• �G Nrrberh AcraN' rc1 test. AIA,NCAaa "` 2Y2 2Y2 ' 2 tw MARNlLh7A abase.• �•ta •IBA^ aaaaa� •' ta�•ttg OREN AREA y •� .M �. �� ;t G ��. ••bblaa Lr N i�',,.',I J -' , I EXISTING BRANC}ILINE O _ New 2Y2"xl� " 1 1REN AREA ° �' t - h Tee R x 11 I S`t 01-EN ART A a a F�!'J�ttEA �.� ,r,,�,{ "� O j ( Y ( j.. =.. ( (.i Mt .•;t `�'►,{►�. Vii rye •` F�.,Aj V' V ... ''« �^ y�� •lam ' ©X .-1 ^+ _. -. -- =-- - „ _.__. .. 1.,. ..a'l.', „ 1 `" ,'i in ? r p z 8 IL ING "Cr, 1 C K OPEN RID CEILING.' OPEN CEILING GRID @A 2 FROM p ? r G� • O EN ID CEILING. THE TOP OF THE DEFLECTOR. INST LED 5 Ft. BUILDING��y. r, CLG. ELEV. T LED 5 Ft. F,,. , I P t BE OW THE Existing Uri to - - I5$ 3 I ' G' M IN- 106Ft. (/} � Fun Wa 1 I e P I: I+ o�rN to DECK I s -RE W THE r� t _ \, +s EC Remain asSho n- EGK +• lap s _ s a G" MAIN- 196Ft, p ! , ' (� �I CW U n ^ r rw, er h w k Existing Upright ' — Sec Detail "B" YP. - C Under Stairs -1 C -, k See Section No. 2 b �(Fie 3•f3} +1► �' . New Up gbt to be ( \ 1 Installed Shown below t. 1 I GYP. Ii SOFFIT GYP. 10' -1" 1 AF.F� Detail B or H Vd . C al f. ...,,.�'. 1 See Section No. l _ - 12' -6" A F.FA F.F.`,/ (FIR 3of3) —,.- _ .. -- �, TYR. v T - _ Floor u +� ew 1 4 "xl„ N.T.S. N. "" +r IRA ®>F W0 N KL E R PLAN 1 st F - ech Tee (�y{ GYR. so ., SOFFIT' :.- 1 „ � {�� t.n.... «. I 10' °tt A.F.F. N '� New 1/ xl" I �''^�'��"" ` PACE 510 J Mech Tee 1 +aT� " ya4" SCALE: 1/$ "= 1' -01e MtR� +�! �j S X33 ry ii I � t � New U rd. ht to be •r'"'"�~ �a� _ [ Re Gated as Sho � i�i2 � l • Exi i PD. U Ye f` L SYMBOLS LEGEND GENERAL NOTES cvR. .cLC.[� 12 -c A.F.F. ,I E r t�e PD, to be 1 1 !installe s Shown - Re�l gated as Shown. - New 14 "x 2,_3 ,See Dtt I "B" W _ - w. 2 Pe. D e Pit. 1 ech Tee EXISTING PIPE TAIL SPACE WITH CONCRETE SLAB CONSTRUCTION CEILING FULLY SPRINKLEREQ r , � FULL IIEADER � EXISTING MALL RE N � I �fi '• .o �'"'� / L. TRIANA & ASSOCIA {TES, INC. V L,-� "` NEW PIPE CONSULTING ENGINEERS SIMPLEXGRINNELL TO ADD NEW FIRE SPRINKLERS ACCORDING TO NEW LAYOUT. W HANGER _ -�-- [IM NEW BE DESIGNED AS ORDINARY HAZARD (GROUP 2} IN SALES AREA AND STOREROOM. 1 �, �� NEW LAYOUT TO _ .CERTIFICATE OF AUTHORIZATION: 26644. —4 j 2'_ FULL II : D 5151 SW, 9$th AVE RD A . Shelves C6F -tl PIPE TO BE DEMO. 1AWAWss� o {� Q g e d.1 MIAMI, FLORIDA 331 G5 WITH A MAXIMUM COVERAGE OF 130 SQ.FT. AND 100 SQ.FT. PER FIRE SPRINKLER. 2, ` o «, +++ NEW. SPKR. PEND. N O• O l O 1 O IO N ALL ARMOVERS TO BE SCH -40 PIPE WITH CAST IRON FITTINGS. (l7j \\ x/ 1 R `Existing rD. S is. to / -+ c1T. ID. CLG. M Q /� I / t E • g a Be Relocated a Shown s // •• w 'EXISTING 1 " OUT, ;z' -�" A.F.F. II,,�., ALL WORK SHALL BE IN ACCORDANCE WITH NFPA -13 (2002). / \� rrR Storage r Q g h �} t,i s KJ e Q Min, O 18' NEW. MECH. TEE ❑ / �` _ �,; _ �,� KEY PLAN . I,� I I,� I ' r :� EXISTING OUTLET TO BE PLUGED x below of the Spkr, Def lector, 2 III. �� N��'TF�tPtNf� P,�,� �- p N LORENZ NEW. SPKR. UPR. N o Florida rgISl ration �N0. N.T.S -'. r SCALE: INKLERS / NOZZLES' / I% E SAFE I RESPONSIBILITY APPROVALS ❑ OUT X IN ❑ OUT IN � OUT IN ❑ OUT IN REVISIONS SYSTEM INFO SYSA SYS.TYPE VA.DIA. TTL.SPK. SYS.AREA WORK BY DESCRIPTION OF WORK SG SPR NOTE AS NOTED //»p 1 @X' /' //i/i� B Adding & Relocating Fire Spkr. Hds. DESIGN DES. AREA INSIDE OUTSIDE * OF TOTAL SYSTEM REQUIREMENTS. SYM. ❑ ORIENTATION � NO. DATE BY REVISION DESCRIPTION MANUFACT. MODEL # 0 10 -06 -10 AR FOR AHJ APPROVAL -❑ 1 10 -20 -10 AR AS PER FIRE DEPT. COMMENTS DESIGN Ej DENSITY GPM/SQ.FT. AREA LENGTH HOSE HOSE El O 52 Pendent White 155 5.6 1/2' TY -3251 T c0 TY -B Standard Semi - Received Df�AV1/1�11SY: SYMBOLS IMPORTANT NOTICE TO USER HYDRAULIC DESIGN DATA SPR NOTE AS NOTED //»p 1 @X' /' //i/i� B DESIGN DES. AREA INSIDE OUTSIDE * OF TOTAL SYSTEM REQUIREMENTS. SYM. QTY. ORIENTATION SPK FINISH TEMP. K FACT NPT SIN MANUFACT. MODEL # RESPONSE ESCUTCHEON 1 SPRINKLER A Tyco Iliternationa� Company I -13" 13 PIPE OM OF DECK BY ACCEPTING OR USING THIS DRAWING AND/OR THE INFORMATION CONTAINED HEREIN, THE DESIGN HAZARD CLASSIFICATION DENSITY GPM/SQ.FT. AREA LENGTH HOSE HOSE SPRINKLERS O 52 Pendent White 155 5.6 1/2' TY -3251 T c0 TY -B Standard Semi - Received Df�AV1/1�11SY: 12 -4 PIPE TO FINISHED FLOOR E TO THE FOLLOWING TERMS AND CONDITIONS: THE ELECTRONIC USER AGREES INFORMATION IN THE DRAWING MAY BE SUBJECT TO INTENTIONAL OR UNINTENTIONAL AREAS SQ. FT. FACTOR ALLOW. ALLOW. FLOWING GPM PSI AT NODE o 62 U � ht Braid. 155 5.6 1/2' 1Y -3151 TY -B Standard `B"A"R" LOCAL OFFICE: 10550 Commerce Parkway Miramar, FL 33025 F F] WATERFLOWSWITCH ALTERATION, ANY USE, REUSE, COPYING MODIFICATION OR ALTERATION OF THE SHALL BE AT THE SOLE RISK OF THE USER. THIS % Pendent White 155 5.6 1/2' 1Y -3251 —Tyco Tyco TY -B Standard Two Pc. Dee Pit. CHECKED BY: JOB NAME AND LOCATION: Casald @8S TAMPER SWITCH INFORMATION CONTAINED HEREIN USED ON OTHER B.G. S1 HYDRAULIC REFERENCE POINT INFORMATION MAY NOT BE SOLD OR TRANSFERRED TO ANY THIRD PARTY, PROJECTS OR ADDITIONS TO THE PROJECT FOR WHICH IT WAS PREPARED, OR USED FOR • Sunset PIdC@ Sp 51O ` tk1 BRANCHLINE /MAIN LABEL COMPLETION OF THIS PROJECT BY ANY THIRD PARTY. SIMPLEXGRINNELL DISCLAIMS ALL CONTRACT WITH: 5701 Sunset Dr. A4 WELDED PIPE LABEL LIABILITY FOR THE USE OR REUSE OF ALTERED FILES BY THE USER OR ANY THIRD PA TURNER 4 CAP JHRD OR GRVD) AND SUCH USE WILL BE A USER'S SOLE RISK. USER SHALL, TO THE FULLEST EXTENT South Miami, FL 33143 0 SYSTEM RISER PERMITTED BY LAW, DEFEND, INDEMNIFY, AND HOLD SIMPLEXGRINNELL HARMLESS FROM ANY AND ALL CLAIMS FOR LOSS, DAMAGE OR INJURY ARISING DIRECTLY OR INDIRECTLY CONTRACT NO: SHEET DESCRIPTION: 0 OG [THRD OR G COUPLING (THRD ORGRVD) THEREFROM. 000000000 + FLANGED IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, THE OWNER MUST MAINTAIN HEAT DATE: REV. #-. LATEST REV, DESCRIPTION: DRAWING NO. -� 2•WAY EARTHQUAKE BRACE 4•WAY EARTHQUAKE BRACE THROUGHOUT WET PIPE SPRINKLER SYSTEMS AREAS, AND IN ENCLOSURES WHERE DRY PIPE, DELUGE OR OTHER VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS WATER SUPPLY INFO: STATIC PRESSURE PSI - RESIDUAL PRESSURE: PSI WITH GPM FLOWING 121 TOTAL SPRINKLERS / NOZZLES THIS SHEET 10 -06 -10 FP -1 of 3 -� PIPE HANGER ARE LOCATED. © 2009 SIMPLEXGRINNELL LP -ALL RIGHTS RESERVED TEST LOCATION: BY: TEST DATE: