The URL can be used to link to this page

2002-755 (2)TOWN OF 01 htrU101Jn' FIRE FFICE REVIEW By - DATE COMMENTS.----"' WS COK UM MW EXITAMWAO - TMM8xMww-h ftwMwM MMUMMUNIERPM Weems TONOF a full cOrnPlIarc WM IN wde. FRONT E-4 RVAT ION Town of Queensbury Fire Marshal Fire Sprinkler Device, or System-' REAR ELEVATION Must be approved by the Queensbury Fire Marshal PRIOR to modification or installation. Tow al, Queensbury Fire Marshal qa. aea-, 1�r i_%b-14M 5-10apfreor- A Mhimum of a J Fire Exfinguish= (i with a minimum rating of 0 —1 t"4 FeA n-cid be properly tested and installul p0ar to occupancy. NOTICE (EVER HANDLES REOUIRED ON ALL MU PASSAE C0 - - i ORS WHETHER'!NTERIOR, OR EXII `fflORI DOORS NOTICE No IMI"TO MUST BE COVERED BY A 15 MINUTE TWW BARRIER L-L-4"% TOWN OF QUE`S!~,URY BUILDING & r- r_-j CE TT REVIEWED BY DATE 71 _RTM R-isc-d on 01, comoiancer with our ,-. nmw: not becoristron" plans and spwi wInoiance 1 tj A11r, 92002 1jq10 7- KW PAPER INSl LM= MUST BE COVERED BY NON-COMBUSTIBLE BARRIER LEFT ELEVATION RIGHT ELEVATION SCALE.- val . r-o" I I FOUNDATION PLAN ,r" ., ur , ro• I I I SC 4ERMER14ORN CONSTRUCTION CORP I i I I N '341.0. - :r T ---------- ICRO LAM HEAD a) 1 3/4 x 14 Tpum6m ABOVE - 24* O.C. 14'-0' 14'-0' 101 1.-0. 31612-0 -0. 10. It. 14'-0' 6 -0. 28%0' -0. 2 T-O" ------------ I IV-2' 14'-0" 12'-0* 14'-0" 1'-0 14'-0" -o. x 64*y-w x e-w 14'-0" 1 1. 1-0. &,,-0. 6 -0. 9' it 2. V-e x W-f --------- -0. 1-0 v - ------ ---------- F 1 -0. ExTeam veer tr x w' Ll ELEVATOR x W-f n _c -------- MACIJMV .00 10.-0. 15'. 10.-0. MICRO LAM HEADER ir-10* CD 1 3/4 XII 1/8 316" V-s" — . 10, PROGRAM IMPEDANCE WEARING AID ASSISTANT • 32'-0" an ELEVATOR� 3-CONSULTATION 4-CONSULTATION HOUR FtATED I "Lb I -CONSULTATION I 2-CONSULTATION TESTING ROOM FITTING LAB ro WEARING AID LAB CML Na Cu LAY M ROOM ROOM ROOM TYPE x C CORI 7"1RA7- HypROCOLLATOR TREATMENT AREA 101-0. O ROOM WHIRLPOOL AREA IS x 119 (19' X 11 114") STEEL I BEAM --- -------------------------------------------- x --- / - -- --- LOBBY t. MOM SHAD® AREA Ill 7 STEEL al" x DRIVE-THRU TE DOLA UP ELECTRIGAGe RAas PANEL 3'-0' d. (v j I mcRO LAM HEADER (2) 2 X 12 DROP fl) 2 X 12 DROP HEADER (2)13/4 x1l 1/8 HEADER 3-0 4'-21t' 14 X ROOM -I- - g'-O" X 4'-0 23'-0%" CHANGING 39'-5' 31t 5 -0 CONSULTATION CANOPY ROOM (v Dwam-T VEW CAD CONSULTATION HANDICAP SHOWER 6 EA04 ROOM FURNANM 3150P�W ROOM CONSULTATION DIRECTOR'S OFFICE ------ ------ RECM TO FLOOR ROOM LEVEL W 2 X 12 DROP 10'-3' 4-40% 4'-1014' HEADER LIBRARY Itscm TO FLOOR pak:m TO mom MECHANICAL ROOM LEVEL LEV8. STORAGE TREATMENT I V-0. LOB I HOLM RATED A In I L AREA TYPE x c com RATED TESTING TESTING TESTING 4-U WAITINS ROOM 1 BOOTH BOOTH 4 BOOT14 C? w MENS LOCKER ROO 34 LOCKER ROOM CWJ) 3 ELI! 1��L V 2 1, 6' WOMENS LOr RATIO DOOR MEADER HEADER IS fo CLOew. "Nam — ------ ------ IPCKERS 33'-10" HANDICAP 10'-211 ----- ------ ------------- RECEPTION AREA *.? CD BATHROOM Dpir-T VINT GAS FIR150 V v FUpAAcm Niopoo arJS EAC.* Pi --------- W-0, p I'l COUNG (1) LATE" WO NIS C FFICE TREATMENT STEEL I BEAM 9 1 WMIR RATIO WALL6 4 PSYCHOLOGIST II STAFF: cHARTI x TYMXCf_0REP4TW W.O. AREA S.-O. vcicE SWALLOIL" WATER 88;afCE MECHANICAL TREATMENT LoSET ROOM L in ----- ----- I -;I• X 1 31S,!, W-O" rn EQUIPMENT V-0, ENG ROOMUP 10' TREAREA ATMENT ROOM FILE ROOM Q V MENS HANDY P DISINFECT val mv C44"a ww" V-0, x V-f BATHROOM 1-0 HIM ORA DOM L X 9 CASE _0 ..0. MANAGER IP .2 TREATMENT 10, AREA ORTHOPEDICS LTO MENS HA ICA?4 io ROOM- 1 p4i 1 IA•wlAl =I — 9LT=l COLUMN W1 1-6" .0. X 24" STEEL PLATE WELDED TO COLUMN 0 W IS X Ils (113" X 11 114') STEEL I BEAM 30 -------------- --------------------------------------------- ------------ ---- ---------------------------- -------------------------------------- ------------ --- -------------------------- TREATMENT o AREA 25'-0' CONDITIONING 5'-0' X 4'-0' W is X US (IS" X Ill /4') STEEL I BEAM CANOPY ------------------------ --------------- --------------------------------- ----- -------------- CURTAIN 9.-1151 10'-4- O TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT ROOM ROOM ROOM ROOM AREA 3,4, x 5,.r 3-4' X 5'-Z* 3'-4' X S'!t 3w x W-r 3'-4- X W-2- 3'.4' X V-2' _0. ]V-e X V-2' W-0, 2Y-O* 20 ..0. 12'-0' CODE 'ATION qp EMERGENCY LIGHTING Y, CA BUSINESS Holm. ALL EXTITi210R gj�. 3/& X WILL OPEN To GRADE W1 PANIC HARDWARE. OUTPATIENT CLINIC 4 PROFESSIONAL OFFICES GELF CLOSING wimGm 4 CONTAIN SAFETY GLASS EMPLOYEES FIRST FLOOR, 25, SECOND FLOOR: 31 ALL weEpwa DOORS WITH LEVER LOCKSETS HOUR RATED W1 1/2 C CORE TYPE x SWEETROCK EXIT CONSTRUCTION CLASSIFICATION- TYPE 5A FIRE RESISTANCE OF STRUCTURAL ELEMENTS, 3/4 HOUR RATED ALL SHAFTS, A STEEL I BEAMS 3/4 TIECNAW .*A. ygNTLATioN SHALL BE DESIGNED TO HAVE THE CAPACITY TO SUPPLY RATE DETERMINED IN ACCORDANCE ON TABLE 403.3 BASED In C CORE 3/4 RATED TYPE X 8WEETROCK THROUGHOUT EUIX*IG WILL CONTAIN SPRINKLER •HEADS PLACED NEAR DOORS THE MINIMUM OUTDOOR AIRFLOW THERAPY 15 Cpl PER PERSON ON THE OCCUPANCY AND OCCUPANT LOAD- OUTDOOR AIR FOR PHYSICAL THE CORRIDORS SpRW SECTION 1060.4 .LER SYSTEM THROUGHOUT BUILDING SHALL CONFORM TO PATIENT ROOI% aCFM PER PERSON (MECHANICAL CODE OF NEW YORK STATE 2002) FIRE ALARM SYSTEM SHALL CONFORM TO SECTION 060.2 SPRINKLER SYSTEM PLAN 4 FIRE ALARM SYSTEM PLAN WILL BE INTERIOR F*nbk CLASS A RATED W"TF a DWAN pvc IN SLAB, CAST OWN ABOVE SLAB APPROVED By FIRE MARSHAL MAIM SUPPLY, COPPER "M WATER wFAIIM, ELECTRIC 3'-0' ----------- ------- -------- OP 5'-o" x 4'-0" ------------ MANAGER g I I CANOPY lo.-O. 31 10 HALF WALZ d) ----- ------ TREATMENT ROOM 'a .---A CLEAN ROOM lit SOILED ROOM _? F4 HAND REHABILITATION UP STAFF CHARTING KITCHEN w V-0, EQUIPMENT ROOM '7 3r-e V-4, 3'-4" !V-2* -maaamm�r- 8-0 3 *-4* W-21 W-0, r".0. 10'-w V.-O. 20W 22'-0" 12'-0' t2l_O. 16.0. 21f-O' DESIGN LOADS CODE TRUSSES TOBEENWED AS PER DESIGN LOADS X-eA C.GTImrKcIAL ENERGY CODE SOFTWARE 90 POP LIVE LOAD ENVELOPE PASSES, 311E BETTER THAN CODE IST FLOOR PLAN 10 POF LEAD LOAD SLAB R-10 go PW SNOW LOAD ROOF R-30 KRAFT 5 PSF DOWNWARD WIND LOAD WALLS R-19 F/F WITH 4 MILL POLY SCALE- 1/8" - 1'-0" 15 PSF UPWARD WIND LOAD WALLS 5 PSF -JM SCHERMERHORN CONSTRUCTION CORP FLOOR SYSTEM, EAVES 4 CORNkLI30 PSF VE LOAD, CORRIDORS, RECORD STORAGE 4 X-RAY 100 PSF so I4'-0• 14'-0' 14'-0• 12'-0• _ 28'-0• I b.-O. 212'-O• 24'-0• w o' K Yo 12 -0. _ 10'-0• 28'-0• 12 -0' ,C n• 9D EMERGENCY LIGHTING SECOND FLOOR 9 EXIT SIGN GCAUL W . ro• SCHERMERHORN CONSTRUCTION CORP u'-0• S4'-0' 74'-0' S4 -0• ICRO LAM HEADE4�� (2) 1 3/4 X 14 4 rase AmovE . 24' O.0 . µ'-0• µ'-0• �•-0• µ'-0. W.O. 28'-0" b,-0" 7, . yr 3K' 7'-0. b,-0. 78'-0r 12,-0" µ -O' H -0. 14'-0r µ,-0r 1'-0' Y-0' -0' b'•O" b'-0' 1'-0" 14'-0' 1'-0" e-O Y O• Y O• JI __ Vex e•4t•aa• x a•+• a b, 4•v o* x ev 7•�• x 7•_a' s' 4• x s r r 4 •'d Q a s c ❑ orrTse oR vexr Ir x w s - n a A• •a Q 9 a•.4• x ►•-r ... • 4 4 HAGNI 00 =j•---: -- ••- 37'-0' n 6"-3tiS 17-10• 10-0• b Or rw 10'-0' S'-11• K• e'-0' y' 11'-4' tS" 10'-IIK' MICRO LAIN HEADER HYDROCOLLATOR ELEVATOR 7 IMPEDANCE PR (7) i 3/4 Xtl 1/8 �" I 1 GO ION ' 7G TION 3-0O TION 4 GO TION HE iRIN ASSIS 'P TREATMENT AREA rt Q ROOM 4 ai� m V �7 > ? 14 X n STEEL I BEAM x - EATMENT--• --•---•............................. ........••.....__ ... . .,T" 4 ROOM r1�+ f•r--' TTE X C COR RA LOBBTOc'� lihm, xu0m 7 (� HEARMG AID LAB brm MUDS J T' UP 23-1' ELE 1 IRA �y j `p X Q PAN J,f b DRIVE-THRU p 7 4b �� Y Y•o' Yd s'o• � s'd -;�' Yc• b. 4 ` � a.�. ro a x n �� v nl a x e oRa• MGRO LAM HEADER CANOPY HEADER U ADIN m t 13/4 XII -1— �#. ) C4ANGMG g f'o' Td Yd n#ueeseiieee, ,._..- ROOM 39.R 3y' if-III15'-0' µ'-b• µ'-7y' Q HANDICAP SHOWER n� dsetcT vorr aAs 7sem - -0 • �: Feeces• to 7L°aR CONSULTATION CONSULTATION m 1 % _4'-IO4• � g y a " ° oo DIREGTOR'8 Q "eADeM 3' 10'-3' `y ROOM ROOM CONSULTA N TREATMENT ao' - — c• #!t#:Ilt#tt:t s'a' 7, �, MECHANICAL ROOM r , AREA \ / LIBRA R o 'e - Recess ro F,t.00R OO Q / \ j \ LocKeRe % \ I :+aR uTm WALL* • cBL7+a N I BM sn _ Lxv 1!e>D7• To w ooR c wTFs LIVIL n x rah !Q WAITING ROOM 5'-0' MG 5'-0 44' y' MENS ROO.. Y WOMENS LOG OOM TESTING I mom RATw DooR cowrot a4 wou � W/ 6Bt CLCJM6 HIN/"e]! b y a x b DROP tv a x S . _ wEADIM HEADM y' W-7il• 4•- r kfy$f��1y�� .• h II' 'o' ..... •.� - 33,Ta• S;LodMeMs T \j Q 9 �/ � `/ - • - - G� m EeT10N AREA HANDICAP 'a' Q Q m BAT M Oi Dsu4Cr ve tt S as FR® - b ' 7y V-3" fi .. TI[ • nT, ,e .I, ( �W t4 X 30 STEEL 1 Dti4M ' j a _ f ARE ` weul.MccFs »0000 eus ua ' -- Q �x=bow ac - I ua+see N Yew►rs8 b GHARTMG PBYC in COU �• I _ I t - '1 TYM x C CAME RAC OFF -ICE x WrTER SEi�YGE •eK' Q 4 Lr_-OSET "1 5'-0' K` II 7c MECHANICAL R&''I!vok I TREATMENT —fit - p AREA �,._ ROOM m EGTUIFMENT a'c• _ 23'-M 3y' �-0• `x''�:r--.• I r'� 1. 19 ROO+ 1 Y ',' • ROOM e v •" • - b b. v K.- FILE ROOM -- Yo• x s'a• - it HA, { -: o �1 '�----- - - - - - lf-''j��'j�l(�� BATHROOMi- 5' 5 y Y r_ Q - TREATMENT 1 -0 { w �CLOO G Upl _ ., ciessas isioe, AREA ORTHOPEDICS V s' 4• Yd - - _ yl I'd M&NAI� 1 WOMENS 14A ICAO. B a sI 4THR00 4� n b ' DIAMETER STEEL COLUMN d-0' -1 _ 'tea\ -0• i !Q m ��► W Ib X 30 STEEL 1 BEAM IJ� • t` __________________________________________31r-06_.............................................. _ s 31-0- � Q TREATMENT AREA OP y MANAGER 3 -0 9 i< 10 O' 3y" 9-0' IO'-0' !Y iy Q CANOPY CANOPY ib 'dl P t9A1- � Q Q CLEAN ROOM SOILED ROOM ^ n ROOM a'o' Yo• 7'c' ° CURTAIN CONDITIONING in 10'-4' 10'-SK' lo' • V-ly" 43'-By' 8T C►1A ING 1' ..CN[.N NAND RE14ABILITATION �, .7 O ROOM R ENT R`4 TREATMENT h' EQUIPMENT ao• s r AREA ROOM V 5 4 9 } `;✓' m Y-•I' x Y-Y a'.A• x 9tr a'-4• x s'd Y-4• x Y-f Y.r f'-r 4 a'-1' e'a s•.4• •'t v-r ,.•x•a s4 x•'d r.•xs-r s.'xs'x srxs-r _ s. xsr 7'.•xs'-r a.•xs.r'sr b'-0' b'-0' L' S_ G• W-0' 5' G• 5 -0• 10'-O' S'-0' S' b" fl -0" 5 tea' S -0' S'-0• b -0' 6'-0' B -0 a' +• x • a ec4• p -0 b'-0" b'-0' S'-0' 5'-0' S'-b' 11'-0' 5'-b' S'-0' q'-0' 6'-0• 5 •b' , 11'-0• x 5'-(i' b'-0• b'-0' a•-0. 22,-0" 20,-0. �, 0" KT -0. O,-0. W'-O'10'-0' 22'-0' 70'-0' _ -0• R •O. 717'-0• COOS INFORMATION c {c .OMMERCIAL ENERGY CODE SOFTWARE aD EMERGENCY LIGHTING CONSTRUCTOR I ,TES - - pE � LOADS ENERGY ' 10 BE •' iM'_RFD AS PER DESIGN LOADS ocGUPANCY. 61 bu61NES5 All E7AERW ORS, !/! X 6/6 WILL OPEN TO CsRAJE W/ PANIC FIARDWARE, I5 7 FLOOR PLAN � � ENvELOP�Abbea, !nt BEMvx THAN cooE - ---- OUTPATIENT CLMIC 1 PROFESSIONAL OFFICES � - .. - e EXIT E7IPLOYEES FIRST FLOOR, 25, SECOND FLOOR, 31 SELF CLO5P1, s :. 1 COWAN SAFETY GLASS - s P O LEAD L• O . CONSTRUCTION CLASS1FlCAT10N, TYPESA ALL,MTERIOR M• WITU LEYM LOCKSETb - 'N SLAB R-10 FIRE RES.STANCE CF S,RUCTURAL M.EHENTS. 3/4 HOUR RATED ALL SWAFT1 / S v'L , BEAMS 3/4 HOUR RATED. W/ V7 C CORE TYPE X 6NEETROCK I F•G•U.Er 1/$ . I'-0" � BO PSF LNOW LA is ROOF R-30 KRAFT 1/7 G GORE 3/4 RATED TYPE X SHEMOCK THROUGHOUT BUILOW. --- b Pff .: -I"" 4 HD LOAD - .... MECHANK:AL v -., ILA 170N DNALL BE DESIGNED TO NAVE 1HE CAPACITY TO MUPPLY I - � / � � _ WALLS R-F! F/F SrtTM 4 MILL POLY 1{� IS PbF tIVARD WD LOAD TINE WE Of x -+a R AIRFLOW RATE DETERMINED M ACCORDANCE untH TABLE 4o!l-BALED 1 SC"WERMERPORN CONSTRUCTION CORP - I I)u{w T: F"FF .. CORRIDORS paLL CONTAIN SPRMKLB2 NERDS PEALED NEAR ODORS _ � ' . ON THE Of - AND OCCUPANT LOAD. OUTDOOR AIR FOR PHYSICAL THERAPY B CF1 PER PERSON I EAVES r CORN .1 •O ASF SPRINKLER A.LER SYSTEM THROUGHOUT ER" TO CTIO ,060.2 M TO SECTION 1040A PATIENT RO, .1 - � � 'M PER PERSON (MECHANICAL CODE OF NEW YORK STATE 7002) . _ _ FLOOR Vr-TV -,x Lr,L , �.AG, CORRIDORS, RECORD 6TORAGE 1 X-RAY $00 P6F • FIRE A.ARH SY!!'EM SHALL CONFORM TO SECTION IOGO.Z NTERIOR FIN SI•� .L - E A RATED � _ , APRReYV SYSTEM PLAN 1 FIRE ALARM SYSTEM PLAN WILL BE WASTE 4 DRAM /C , SLAB, CAST IRON ABOVE SLAB _ APPROV[D BY FIRE MARSHAL _ WATER "'PL, h •IER - - - MOT WATER UL :.tb ELECTRIC — Fo� i�-�-Rs (RFJ0ki,) mj\�_5 ` p ❑a sue,I�.or , s RX �Y�2 �� -7 C 4 b,�, ►z-f- 5 � �+ S l Yt� 1044 Aac o,- 8- - cl� S PR � X ;�NrL �,R� i Note: FLOOR FRAMING La portie peinte des €IEments structuroux, soul indicotion con- traire, de'signe I'orri6re du b8ti- ment. 2-0-0 i 2-0-0 1-0-0 10-0-0 12-0-0 NOM DU CLIENT: GREGORY JOB NO.: DATE 12-03glS 08/05/02 Dote: 08/05/02 Dessine por: VALCRIE-MALTAIS 22-0-0 20-0-0 22-0-0 " 10-0-0 " 12-0-0 16-0-0 12-0-0 10-0-0, 22-0-0 20-0-0 22-0-0 12-0-0 30-0-0 APPROUVE PAR I SCALE/ECHELLE N/D N/D FLOOR FIRE STOPPING PLAN i LAYER OSS THROUGHOUT ENTIRE TRUSS SPACING EVER 361-0" 0 0 I 0 N Tell (418) 588-3000 poster 145-- Fox,(418)588-6587 4t'�• N{ O• k'-0• n-0. �'O. a'-0. 2,-0. Mao -0• 10-0• �_• p_• 14W u u 1'-0' i-0` l'-0' Y-0' HT-0' 7-0' 6'-0" b'-0' 1-0' u'O" �'-0• - - 5'-0' 14'-0" 9'-0' 6'-0• b•-0• 1'-0• T'-0' T-0' �'-0' l'-0• l-0' )'.�• x r'.Y .. r-P x a'-Y a'.• x r•Y ).� ra a.a ► a•+ r- r.• yr r•.Y LLL11 ❑ LODBY a �• e'x r4' r Y a'� f._Y Q a.�. ea• ti DOOM 5' �• 23 X S1,t ELEVATOR HALF WALL MEDICAL RECORDS 4 !'! I BI BILLING m S 4 STAFF CNARTINV PEDIATRIC EVALJATION iLL :Q ' orb. e 9 { e I• fo ) ac a " ^ G { PANEL e.uom wRtA I ),o• a j� Q ,. o. RATFO'341A M LAYER jr Q Q PEDIATRIC sn •+w x rRfnmrx 0 n '� EQUIPMENT GYM RAGE 4 l w (l� TS OT/ PT/ SP DICTATIO r'o x ro n-0' 3-5` a+ _ O D �1 WAITING ROOM _ S} Cq PRINTERS RP �� RD MECHANICAL ROOM RECEPTION AREA MANAGER NATION K7'-10' ea►om i1 FIL V _ o VA a 26'-3- �• Q S+ L -2' ) breEeT vENr o.s RRm HA P• G1 MIGAL RSRNACEa • 360DOO BTlfr Eb+ m V Q' 6TORAGE 6• • 10'-0' e. 10•-E QD )'o ab• — ro )'o a'o WAITING ROOM 26' bIS• 12-0' b'-0' .2y• T-2y' 1•_215 5''O• t BI Q z X .`� � i n 0 � - fo' ao• ao• f„ I NWR RATED WKu . GOATS Q —OD CD a 4 f m S Q ? m cELN" M LAYERS an TT M x Y-0` Q y� Q I' Q •n 1 O CORED RATED 6WE'IROM `` 's ; 4�fi� IAA — a'o' I Noun BELTED DOOR , ... _ W, amf a.OSNG WNofs ram. r-0• re• so f-r L - tl I yo re . :9 V w MRI pSW t�oulrER J • (� — .. 9 x t t TION P N EECN 6'-ID4t. 6'-10*1• s �., a A_ �1 IL i{oN ., s 9 t 9 4 q a o 4 OCAM al ,00rmc, 4 4 19-t0!• 1615?. } Cl LOUNGE b iw B ERVATIO V _ R ION A.:ccA D EOUIPHENT ri b Q I V T It MECHANICAL ROOM STAFF GONFEREN�E � 4 Y 9 in ? ROOM E A-2 _ VLA=" I 'rX-RAY SUITE X-RAY FILEQ EXAM C-2 XGOORD SERVATI N "I Iti r cft / , c coRm wSTm «ErlRouc RATED oeNa com w4c" toacERs 5.-0. s•-0. C,._I y. 12.-0. y.-0. �"" f-6• �—• I _ _ q I ro 5• _I ip • _ 0 9 I r �n I C<'• A'1CN ��'• � I - Q Q � I b•-0a,-0• tb�f5• !O'•O` — K`-0' +d TH R RY _4 I "Q II E � E ROOM n),� Qo 5-0• 4 )o• ."'�.^o ro AM C-3 3 o f 1 = 0 Q 5'-0• 2'-104• 9 Q 4 42• NICaN W' LL a'o• _ ro f'o' a'o fo. X 5-0 - m x 6'-IOk' ANGING+ All OOt1 Q "c"`ERr vn r ) ++ >S DRIVER _ 10•-ION• 10'-0' s'-215' r IY-0' 10'-0' 10'-0• 10'-0• 10'-0• i STAFF LOUNGE ;.1• r COOP SP i RAM DIRE ICE � D-4 i DOIIM '4 jl ;t T ST B B-3 10'-0' o DOCT 4 DOCTOR 3 i• STAFF ME 1 K6R ROOM k! �J j I/�lJ t _ D"2 DOCTOR 7 :� DOCT s �I (( �' �'�( 24'�• 1s-s. 2r s -''SUPPLYS Tt �T - riP r'-Y Q � r-R• x r-Y fL• x {'-Y - a.1. e.-Y _ a.• r Y --- Yam• ra a'.• Ya' - r.�• ra' ' )'.�• x r'•Y a'�• x s'-Y r-�• x s'4 _ _ Yam' x {'•Y fV• x {'•Y ram' x a•-Y r4• x {'d r•S' x r'-Y . 6'-0' b'-0' S'{"' 11••0. 5' 6' B'-0• 5,-O' 5'-6` Ilb• 5'-b• W-0 5'-0' 6'-0' �,'-0• S'-0• S'a' r ►' Y d•-0• 6'-0• b'-0• 5'-0' S'-0' S'•b• II'-0• 5••6• 5•-O• 10•-0' S'-0' S' 6' 11'-0• 5'-6' 6 -0' 6'-0' 12 -0• 22'-0• ?D'-0' 22'-0' a -0• 12.0. �,0, 12 ' 10 n. �. . 22' " 12. I I OD EMERGENCY LIGHTING 6�OND FLOOR 9 EXIT SIGN .r" ". W • rc• SCNERMERWRN CONSTRUCTION CORP -4e'v� 39 #16-41 o2 i a C Chu 6wJ i LAYER OSS TN 'OUG WOUT ENTIRE TRUSS SPACING EVER-'*'-O" ROOF FIRE STOPPING PLAN SECTION THROUGH SCALE: 3/16" " 1'-O" S' nF i1l�� 09 ROOF SYSTEM CONTINUOUS RIDGE VENT F.G. SHINGLES t 015 FELT PAPER DRIP EDGE 1/2" OSB SHEATHING W/CLIPS ROOF TRUSSES * 24" O/C 2X6 SUB -FASCIA VENTED SOFFIT fo" ALUMINUM FASCIA PROPER VENT a EAVES ON r, EXTERIOR WALL SYSTEM VINYL SIDING 1/16" OSB SHEATHING 6 X 6 TREATED POSTS (2) 1 3/4 X 11 -1/0 MICRO LAM FOUNDATION SYSTEM 16" POURED CONCRETE PEIR W/REBAR 16"XS" CONTINUOUS FOOTING W/ (2) NO. 4 REBBAR 24"X24"X12" CONCRETE PIERS CROSS SECTION DRIVE THRU SCALE: 3/8" = I'-O" U rM ROOF SYS CONTINUOUS RIDGE (VENT F,G, SHINGLES t "15 FELT PAPER DRIP EDGE 1/2" OSB SHEATHING W/CLIPS ROOF TRUSSES A 24" O/C 2X6 SUB -FASCIA VENTED SOFFIT 6" ALUMINUM FASCIA PROPER VENT • EAVES R 30 F,c., INSULATION 1/2" C CORE TYPE >c SHEETROCK • TRUSS CEILINGS SUSPENDED CEILING 8'-0" FLOOR I I EXTERIOR WALL SYSTEM VINYL SIDING AIR INFILTRATION BARRIER 1/16" OSB SHEATHING 2X6 STUDS • 16" Olb R 19 F.G. INSULATION W/POLY VAPOR BARRIER 1/2" C CORE TYPE SHEETROCK INTERIOR WALLS i i I FLOOR SYSTEM 3/4" T t G OSB GLIIED/NAILED 24" FLOOR TRUSSES • 16" O/C 1/2 C CORE TYPE >� SHEETROCK SUSPENDED CEILING w-O" FROM FLOOR 1/2 SOUND BOARD i R-IS1NSULATION I FOUNDATION SYSTEM 2X6 TREATED SILL SILL SEALER �SULATION R 10 FOUNDATION 8" POURED CONCRETE WALL W/REBAR 4" CONCRETE SLAB 4000 PSI 4 MILL POLY BARRIER 6" X 6" WIRE MESH lh"X8" CONTINUOUS FOOTING W/ (2) NO, 4 REBAR 24"X24"XI2" CONCRETE PIERS CROSS SECTION SCALE: 3/8" = r-oll LADED CEILING NDED CEILING ROOF SYSTEM CONTINUOUS RIDGE VENT F.G. SHINGLES t 015 FELT PAPER DRIP EDGE 1/2" OSB SHEATHING W/CLIPS ROOF TRUSSES * 24" Q/C 2X6 SUB -FASCIA VENTED SOFFIT 6" ALUMINUM FASCIA PROPER VENT • EAVES R 30 F.G. INSULATION 1/2" C CORE TYPE X SHEE I OCK SUSPENDED CEILING W-O" FLOOR • TRUSS CEILINGS VALLEY TRUSSES PIGBACK ON MAIN ROOF 0 24" 0. C. VALLEY NAILER$ 2 X 10 VALLEY CROSS SECTION SCALE: 3/8" = I'-O" OF k&kv L KFlry(��p� 10 / l t��61 42 min 1065 18 455 CLEAR FLOOR SPACE '� o � N 60 min 1525 0 N �in • n 8 Fig. B4.17.2 Clear Floor Space at MJater Closets C C_ 54 min E c N 12 max 1370 % % 42 min 305 1066 36 max 7-9 915 TOILET PAPER 180-230 I ---- DISPENSER ap i i o E o 1 %';•.;: E 2 Imo- -� C Ln Ch N ..., :{. } %v N p1Ql coIT In Q fV t�0 %%�% {tiff �••:'••'titi•:ti:ti%:•::•:••r}:.:.}; .};•}; • '{r.'•% :.•.•:... ••• •••• •j TOE CLEARANCE In 11 min °i g LEG CLEARANCE17 mtn 2e0 FIXTURE DEPTH 430 v NOTE: Dashed line indicates dimensional clearance of optional under fixture enclosure. Fig. 134.17.3 Water Closet Side View Fig.B4.20.3.1 Leg Clearances HANDICAP CROSS SECTION STAR SYSTEM FLOOR TRUSSES 016 0. C. LANDING 2 X 10 016 0, C. 3/4 T 4 G SUB FLOOR 2 X4 WALL UNDER LANDING TO SUPPORT LIVE LOAD 0 100 PSF STAIRS TO SUPPORT LIVE LOAD 6100 PSF HANDRAIL PROVIDED ON BOTH SIDES a,tAr;Q 4 LANDING DETAIL NOTES 2500 L5. WOLF -LESS ('HYDRAULIC ELEVATOR 15 PASSENGER CAPACITY CAR WIDTH h'-8" GAR DEPTH 4'-3" CAR HEIGHT 8'-0" SINGLE DOOR 3'-0' WIDTH ELEVATOR SHAFT FIkE-RESISTANCE 3/4 HOUR TABLE II-104 5/8 TYPE X SHEETRbr-K ON WALLS 4 CEILING FOOTINGS 12 j X 24" PIT FLOOR �" 4000 PSI ELEVATOR SHAFT CROSS SECTION KO SCALE 4 TOP 4 BOTTOM PLATE 4 6 16" 0. C. -AYER 5/8 TYPE X C CORE SHEETROCK DES U305 1 HOUR RATED WALE. DETAIL C" 2 X Z Top 4 Bottom Plates 2 x 4,0 16" o.c. staggered each side R 11 Insulation between etude 1/2" Sound Board (1) LAYER 5/8" Firecode C Core Type X Sheetrock walls & ceilings UL DES U340 TENANT WALL DETAIL tL #I - NO SCALE .r� 114 112 -------------------- OPEN TO ABOVE 2 --------------------'i F- From 1 st Floor POOL EOUIPT. PIT NO SCALE CALCULATION SHEETS FOR COMPLETE INFORMATION 5)"5TEM DEV GN BA5ED ON LIGHT HAZARD OCGUPANGY .10/1500 PIPE 51 Z I NG BA5ED ON HYDRAUL I G GALCULATI ON5 PERF0 ,MED IN AGGORDANGE W NEPA 13 ALL MATERIAL5 TO BE UL APPROVED 4 IN5TALLED IN AGGORDANGE 1N/ NFPA 13 ALL PIPE I-I/2" 4 SMALLER TO BE SGH 40 BL1G STEEL W-15p51 RATED BLK IRON THO ETGS ALL PIPE 2" 4 LARGER TO BE 5GH 10 BLACK 5TEEL W GROOVED OR FLANGED FITTINGS ALL 1-1/2" PIPE NOTED (10) TO BE 5GH 10 BLK 5TEEL w/GROOVED E I TT I N65 AND GOUPL I NG5 ALL BRANGH LINE 4 SPRINKLER HEAD OUTLETS ON 5GH 10 PiPING TO BE 15O# WELDED OUTLETS ®- DENOTE5 HYDRAULIC CALCULATION REFERENCE POINT CALCULA FLOW TEST INFO: Firepum : GPMO Psi I Date:2002 Time: Location: Ba Road & Adirondack Community College Orifice Size No of Outlet Pitot Press Psi Static Psi Residual 1 2 82.0 .RISER 14�)ETAIL #5 NO SCALE Test 11 FIRST FLOOR n IONS Fl�-Ce. E;)ETAIL NO SCALE SPRINKLER SCHEDULE do LEGEND SIRMICLER DESCRIPTION -F TE7w. FwISH a1ANiTIY k Response Upright Sprinkler 5.6 20VF Brass 1 k Response Recessed Pendent 5.6 155'F White 165 ri k Response Upright Sprinkler 5.6 155•F Brass 14 tontal Sidewail Sprinkler 5.6 200•17 Brass 1 oht Sprinkler on 1" sprig 5.6 115TF I Brass 170 Pendent Sprinkler 5.6 1155'F lChromel 6 TOTAL COUNT THIS SHEET - OTECTION. Inc. c2W Fim ent Connection i� 1' CALK eF w1W smom own 0vw . C6tiN�-�IorJ jin Outlet I W.No tK ..4 . iE T VALVE • Y Twfarary Test nw Remora and Plug i \Vd" after te$tkv union NO SCALE TOWN 0 OU BURY FIRE OFFICE REVIEWED BY DATE COMMEMS SD n4�rc►�S - OL *C b `I Ste A CIL- �ZlS'inS Lull( f25CLj Inr 1=/C'j � TOWN OF OUEDJ,S M FIRE MARSHAL Based on our limited wminatiolL wowfti owmmuts shall not be construed as y dlcating the plans and specifications are in full compliance with the code. QUEt.-,-NSBURY MEDICAL BUILDING ROAD - QUEENSBURY -NEW YORK SPBAY ROAD SYSTEM LAYOUT &DETAILS ALBANY FIRE PROTECTION, Inc. DESIGN * FABRICATION * INSTALLATION * SERVIC AVE. B ' P.O. BOX 429 + WATERVLZET. NEW YORK 12189 PHONE (51 )274-1405 FAX (518) 274-0294 NICET LEVEL IV CERTIFICATION 111 059081 DESIGNER B. REEF SCALE 1 /8" CHECK BY I FILE NUMBER APPROVADWN OF QUEEI DATE 03o DRAWING N02205 3'-51/2" 5Y'5TEt"r DE516N BA5EID ON LIGHT HAZARD OGGUPANGY .10/1500 PIPE 51 Z I N6 BASED ON HYDRAUL I G GALGULATI ON5 PERFORMED IN ACCORDANCE w/ NFPA 13 ALL MALTER I AL5 TO BE UL APPROVED $ INSTALLED IN AGCORDANGE W/ NFPA 13 ALL PI FE 1-1/2" 4 5MALLER TO BE 50H 40 SLK 5TEEL W11,11251 RATED BLK IRON THD FT65 ALL PIPE 2" 4 LARGER TO €-3E 5GH 10 BLACK 5TEEL W/ GROOVED OR FLANGED FITTIN65 ALL 1-1/2" PIPE NOTED (10) TO BE 5GH 10 BLK STEEL w/GROOVED F I TT I NC75 AND COUPL I W55 ALL BRANCH LINE 4 SPRINKLER HEAD OUTLET5 ON 5GH 10 PIPING TO BE 150# WELDED OUTL Q - DEN1 0TE5 HYDRAULIC GALGULATION REFERENGE POINT HYDRAULIC DESIGN DATA LATION 1 CALCULATION 2 CALCULA Hazard Are Attic Second f Hozard Close.Licht Light Light System T Tree &Areal Wet Tree Wet Density GPM .10 GPM * .10 Calculated 1950 i 1950 Area er * 130 • 189 Demand. opm,074.8 PsII509.7 apm O 74.6 pial 527.4 `.," `4I1 INFO: FLOW 'TEST INFO: Firepum : GPMO Psi Date: 2002 Time: Location: Say Road & Adirondack Community College 82.0 ATTIC,* FLAN SEGOND FLOOR 3 11 CALCULATION Test 3 10 11 DATE 1 1 M'� • SEE HYDRAULIC DESIGN DATA TABLE & HYDRAULIC CALCULATION SHEETS FOR COMPLETE INFORMATION SPRINKLER SCHEDULE & LEGEND SY6180L SPRINKLER DESCRIP7M -FACMN TEMP. I FINISH QUANTITY 0 1 Quick Response Upright Sprinkler 5.6 200'F Brass 145 Central BB2 Attic Sprinkler 8.0 200'F Brass 23 • Quick Response Recessed Pendent 5.6 155'F White 173 Quick Response Upright Sprinkler 5.6 1557 Brass 4 12 HEAD CAB'T do WRENCH E PROVIDED TOTAL COUNT THIS SHEET • 345 ALBANY FIRE PROTECTION, Inc. CALCULATION SHEETS FOR COMPLETE INFORMATION Inspector's Test Station (See Dotal 1713-1) QUEENSBURY MEDICAL BUiLDING BAY ROAD - QUEENSBURY -NEW YORK SPRINKLER SYSTEM LAYOUT 8c DETAILS ALBANY FIRE PROTECTION, Inc. DESIGN * FABRICATION * INSTALLATION * SERVIC] AVE. B • P.O. BOX 429 * WATERVLIET, NEW YORK 12189 PHONE (518)274-1405 FAX (518) 274-0294 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' NICET LEVEL N CERTIFICATION # 059081 DESIGNER B. REEPMEYER SCALE 1 8"-1 S-0" CHECK BY FILE NUMBER 2205 APPRovAMWN OF QUEENSBURY DATE 03 03 03 DRAWING N02205-FP- GENERAL BUILDING CONSTRUCTION CHECKLIST Subchapter .E Applications j c n Owner:, CGxt c w CQ� Reviewed by: y' Location: tit{f i�(Jb�� Date: j /S vL Type of Work: , C3 Within Fire Limits: Date of Substantial Completion: Note: Topics listed in italics_are_..available. only to buildings- which are 10 years or older. is this a Minor Building ? See Table I-1233 Yes or No No Topic ' Code Required or Actual Section Allowed l Occupancy proposed 701.4 Fire Hazard Class 702 2 Construction Type 704.1 3 Height & Fire Area 705.4 Basic Area Tables 705 Basic Height 17� 3(oV Accessibility 705.5b �? Sprinkler Increase 705.5c �r 109 allowance 1233.2c 3 story wood frame 1233.2d 4 Space Requirements Ceiling Height 762.3f 762.4 { Existing Ceiling 1233.3b 5 Light & Ventilation 763 Artificial Light 763.1r� �� Natural Light 763.2 Ventilation 763.3 Existing 1233.3c 6 Special-Stairs 764.1 N� C-1 � r No Topic Code Required or Actual Section Allowed 7a Exits Number 765.8 One Exit Permitted Th X-765 Units of Exit Width Distance of Travel Th VI-765 Dead End Corridor 765.1 e 7b J i S-D 6-k Enclosure Th 111-704 Existing En'closure 1233.4c. fe Corridor Width Th '-1-765 Door Width Th V-765 (00 Existing Doors 1233.4b Smoke Stops 765.2a _77 Opening Protectives Th 111-771 Panic Hardware 765.5a4 Door Alarms 1060.9a 7b Stairways 765.4 Access to Roof 765.4a Dimensions Th IV-765 Existing Dimensions 1233.4a4 Combustible stairs 765.4b2 765.4c,3 Existing Comb. Stair 1233.4a2 Minor Bldg 1233.4a6&7 Handrails 765.4all 8. Safety Glazing 766.1 9. Garages and-Parking 767 Structures 10 Malls and Passageways Passageways 768.1 Malls 768.2 11 Atriums 769 Existing 1233.8 12 Exterior Fire Spread Part 770 Distance Separation Th 1-770 Existing 1233.5b Tb IV-1233 Construction Limits 770.2c&d Type 4b & 5 1233.5c Party Walls 770.6 Parapet 1233.5a Finishes 770.8 C-2 No Topic Code Required or Actual Section Allowed No ,13 nterior Fire Spread Part 771 Fire Separation Th 11-771 Flat I IA&C.41,6 Mixed Occupancy 771.4a6 4-414 J- ,n Allowable Mix 1233.6b 0 00, Openings 4111,9 771'41 Existing Openings 1233.6a al Fire Stopping 771.5c, 14 Interior Finish -772.2 Existing 1233.7 15 Plastic Materials Part 773 Part 1120 Existing 1237.3 16 Fire Protection Equip Fire Alarm System 774.2 4 1W �Icl ee Zoned System 1060.2a5 (7V AV f 4- Battery Backup 1060.2dl Full Box travel Th 1-1060 Fire Dept Connection 774.1b Detection system 774.3 Sprinkler System 774.4 Standpipe System 774.5 Yard Hydrants 774.6 Watchman System 774.7 Auto Vent Alarm 774.8 Cqodinated Fire Safety `774.9 17 SPECIAL HAZAkDS Areas of Pub. Assemb. Fire & Smoke Det. 791 Sprinkler Syste 792 Gas Pumps 774.10 1231.3e ---�mergency Ventilation 1004.2f W� an Shutdown 1004.2e Exhaust Hood System 1064.2b 18 Design Loads <Z) Snow 803.3 Floor Th 111-803 Wind -Th V-803 Th VI-803 Existing Adequate N q1) IS c-3 No Topic Code Required or Actual Section Allow od- 19 Plumbing 710 ' Fixtures 900.2 Materials 904.6 .Freezing 850.7 Existing Adequate . 1237.1 20 Heat Producing Equip. ei Prohibitpd Locations 1000.2d Enclosure 771.4j Air Supply 1000.2g Vents and Chimneys Prohibited Uses 1005.2 Outlet Location Th 1-1005 Existing Adequate 1237.1 21 Electrical 1030.1g Metal Veneers Emergency Power 1032-J 0/, Emergency Lights Tb- I-1032 Exit Lights 1033 Existing Adequate 1237.1 22 Accessibility A117.1-92 Extdrior Facilities 1101.1 nterior Routes 1101.3 Interior Elements 1101.4 Areas of Refuge 1101.5c ,Assembly Space 1101.6 Specific Occupancies 1102 Existing Buildings Part 1236 23 Energy Requirements Energy Code ertification 7810,10 "tes c el-)l C41J )T C41 Z_6 Nowlej 1& 3.C/ 4/ c-4 J ✓i. •ri-.r ) ' fe'fa` ak'� Pv siion Applica#kotis :; r:.,:.r Insulatlob" ® RC-1-Hesillent Channels— Fire•rated cbristracflari System fire � Acoustical �45 deisll&physical data Description&test no. STC Description&test no. referanco Ty T Wd Skud—%"SHEETROCK brand gypsum panels,FIRECODE C core— N/A A 4'/2° 2x4 16"o.c.—panels nailed 7"o.c.--1%"com ctd nails—joints tin— w UL Des U317 wi.6 1 hr. Wd Stud—resit partition—%"SHEETROCK brand gypsum panels, 50 BBN-760903 B ~ FIRECODE G core-2x416"or 24"o.c.-3"THERMAFIBER 5Y4 t4. 1 4 y SAFB—RC-f than one side spaced 24"o.o-panals applied horizontally and 1rIr r n� all with 1"Type S screws—opp side direct aft with f%"Type W screws— end joints back-blocked with RC-1 chan—joints fin— wt.7 perimeter caulked—OL Des U311 1 hr: Wd Stud—resit partition SHEETROCK brand P gypsum panels, 41 Based on RC-1 channel C T FIRECODE core-2x4 16"o.c.—RC-1 chan both sides spaced hertz 24" one side only—USG-060602 53/d o.c.—panels aft with 1"Type S screws—joints fin—perimeter r caulked—T-1398.OSU wL 7 hr. Wd Stud—%,SHEETROCK brand gypsum panels,FIRECODE care or 34 Based on 16'stud spacing D SHEETROCK brand gypsum panels,water-resistant,FIRECODE core— and screws 6"o.c.— 2x4 i6"or 24"o.c.—panels nailed 7"o.c.-1%"cem cud nails—joints USG-30 FT C&H 43/a' exp or fin—perim caulked—UL Des U305 based on 16"stud spacing 37 Based an 24"stud —UL Des U314 based on 24"stud spacing,joints fin spacing—USG-060807 46 Based on 24"stud spacing&3" wt.7 SAFB—BBH-700725 1 fir.est T ^^ ^*r Stag Wd Stud-%"SHEETROCK brand gypsum panels,FIRECODE 54 Based on SHEETROCK brand E core-24non-load•bearing studs 16"o.c.-2x3 plates 11apart• gypsum panels,FIRECODE C core, .•„.:„.,..,,:• :.,: panels nailed 7"o.c.-3"THERMAFIBER SAFE one side—joints and on screws or nails 7"rix— ��" . IsY;• f _ - fin—perim caulked—e91 fire rating based on UL Des U305 TL-77-149 wt.8 1 hr.est — — '^' ""' "'T Wd Stud-2la layer—base layer W SHEETROCK brand T' y y gypsum panels 45 TL-69-52 F appi verl with 4d ctd'nalls—W panel face layer strip lamin—W SHEETROCK 53 Based on W lamin.FIRECODE 5" brand gypsum panels,FiRECODE C core-2x416"o.c.—jolnts stag& core face layers&I W fin—perimeter caulked—est.fire rating based on UL Des U305 SAFB—USG-221•ST-G&H Wt.8. :�eaA Stag Wd Stud--W SHEETROCK brand gypsum panels,FIRECODE C 45 G core-2x4 24"o.c.max on as side 2x6 com plate—panels aft with 6d 6'/4• old nails or 1*h"screws 7"o.c.—perim caulked—joints fin--UL Oes U340 wt.8 2 hr. Wd Stud-2 layers Its"SHEETROCK brand gypsum panels,FIRECODE C 59 TL-67-239 H core,ea slde-2x416"o.c.-3"THERMAFIBER SAFE-RC-1 than one 49 Based on same construction side spaced 24"o.c.—resil side screw aft---opp side nail att—both base without SAFO—TL•67.212 layers appi vert and face layers appi horiz—base layers perim caulked —end joints back-blocked with RC-1 cha�Aoints fin—UL Des U334 wt.12 2 hr, Wd Stud-2 layers W SHEETROCK brand gypsum panels,FIRECODE 68 USO.810210 j C core,ea olds-2x4.1B"o.c.-2"THERMAFIBER SAFE-RC-i chan 52 Based on same assembly T '`'` t one sides aced 24"o.c.—resil side screw att—a side nail all—both g/2 p pp (non-rated)without base layers appi vert and face layers appl horiz-sesil layers perim SAFE-WG•810218 caulked—jotntsOn—T•4799.OSU wt.13 2 hr. Wd Stud-2 layers W SHEETROCK brand gypsum panels,FIRECODE N/A J x""m• "s " core,or SHEETROCK brand gypsum panels,water-resistant, g" FIRECODE core,ea side-2x4 16",o.d.--base layer aft with.1%"nails 6" y o.c.—face layer aft with 2%"hails B"o.c.—joints fin-•UL Des U301 wt..12 2 hr. Wd Stud-2 layers%"SHEETROCK brand gypsum panels,FIRECODE WA K core,outside,both sides--W SHEETROCK brand gypsum panels,FIRECODE core,Inside,both sides-2 rows 2x4 24"o,c.—base layer aft with 6d ctd nails 6"o.c.—taco layer aft with Bit ctd nails B"o.c.—perim caulked- 12%4'" taints fin--UL Des 0342 wt,13 �" ""'n'' Stag Wd y gypsum panels, 47 TL-69.211 L 2 hr.est �'°^:.�'•=��.;'',.;;,;�'nr,,�.� g Stud-2!a ors 9{"SHEETROCK brand T FIRECODE C cote-2x416"ox.on 2x6 com plate—base layer aft with 6d ctd nails 6"o.c.—face layer all with 8d CIA nails 8"o.c.—pertm caulked—joints fin—est,fire rating based on UL Des U301 wt.13 'Where thermal insulation is shown in assembly drawings,the specific product Is required in the assembly to achieve the stated fire rating.Fiberglass Insulation cannot be substituted for THERMAFIBER insulation. "Use RC-1 Resilient Channel or equivalent. Specific Application. Attic SprinklerSTM CENTRAL. Back to Back7m. Single DirectionaPm & HIPTm Fast Response Glass Bulb or Fusible Link Automatic Sprinklers Tyco Fire Products--www.centralsprinkler.com 451 North Cannon Avenue, Lansdale; Pennsylvania 19446---USA Customer Service/Sales:Tel: (215)362-0700/Fax: (215)362-5385 Technical Services:Tel: (800)381-9312/Fax: (800)79175500 � General Spaces feeding the wet system sprinklers below the ceiling: Traditionally BlazeMaster CPVC has been used'on the � n lower floors in the joist space above a Drpt ceiling that does not require sprinklers. The Specific Application Attic Sprinklers The cost of using CPVC on those floors are the evolution of fire sprinklers for attics. can now be translated to the upper floor ; 7 The$ afic° lication Attic Sprinklers even if sprinklers are required in the attic. ,� pe i APp provide the best fire protection in an attic There are three(3)models of the Specific while saving cost by using extended Application Attic Sprinklers,Back to Back. coverage spacing. The Specific Applica- (dual directional),a Single Directional and lion Attic Sprinklers Piave undergone the a Hip sprinkler. The Back to Back and most extensive fire testing ever done for' ' Single Directional sprinklers have three attics and are allowed for use under their separate versions that are used for specific application guidelines by U.L.arid- different roof pitches. The pitches can . NFPA. vary from a minimum-cif 4 in 12 to a maximum of 12_in 12. The Specific Application AfticSprinklers ma- are the first sprinklers to be: The Back to Ba`ck(dual diie`ctiorial • Listed for extended coverage in The Back to Back Specific Application combustible construction.• Attic Sprinkler,named so because it • Full-scale fire tested in both wet and dry per€orrhs like two sidewall sprinklers _ system scenarios. placed back to back with one operating • Full-scale tested,'for Listing in wood element,throws a narrow but long pattern. ., truss construction. The narrow spacing along the ridge • Listed for specific pitches of roof slope. - serves'two purposes. The response time The Specfic Application Attic Sprinklers is reduced by having the sprinklers no provide the best level'of protection and farther than 6-0"(1,8 m)-apart and the control cost by eliminating the need for spray can be concentrated in the throw - additional sprinkleis:andthe associated direction to obtain a-pattern that will cover cost.There is jusfone branch line along, up to 30'-Y(9,1 m)each side when y the ridge for the entire building unless- " measured horizontally. The three different �r styles account for different roof slopes and there is a need for single directional or,,hip f " sprinklers. In that case,there is still only the two different orifice sizes allow lower' one line in each aiea."For example,a flaws and pressures for smaller spacing. The Bade to Back requires only one line to system in a 60-0 (18,3 m)wide attic would use 5 branch lines to cover the, be run down the ridge of the attic to caner - - - main portion'of the building and several both sides. Be sure that it is installed off-set branch lines to cover the hip area. `, vertically,not angled with the slope,and „M With the attic sprinklers,there is just one the correct mode!is used to compensate . for the slope. line down thesidge and one down each a • slope of the hip. This is approximately The Single Directional 80°l0 less pipe that needs to be installed. The Single Directional is much like a This'saves the cost of the pipe,fittings, conventional vertical sidewall.However, hangers,and associated labor for three the pattern is a narrow,long throw like the Specific branch lines. Also the volume of the Back to Back. The Single Directional is system is reduced. This could reduce the basically half a Back to Bade Specific A licatl0n size of the dry pipe valve or allowthe 60 Application Attic Sprinkler. The use is . p� second requirement to be met without an primarily for attics that have shear walls Arc Sprinklersaccelerator. „ -running to the roof sheathing. These The other cost reduction is in the new ` (Conifnued on Page 2) - Listing of BlazeMaster CPVC for Attic , No. 6-1.0 General Technical , t Installation Desc. (Cont) Data E/d situations require a pattern in only one Sprinkler Identification Number The Specific Application Attic Sprinklers direction.Another use is when the framing SiN�C4180:=--BB1' .($.0K factor.)-f must be installed in accordance with the direction is parallel with the outside wall in SIN C4181.=BB2-?36.(8:Q -factor).:_` following instructions: the hip area(see figure 11). In this case, SIN C4182-BBV3/v(8.0 K factor) NOTES the Single Directional would be used on SIN C3180-BBI (5,6 K factor) one side of the slope and standard SIN C3181-13132(5.6 K factor) Do not install any bulb type sprinkler if the sprinklers would be used to protect the SIN C3182-BB3(5.6 K factor) bulb is cracked or there is a loss of liquid other side. Be sure that it is installed SIN C3183-SDI(5.6 K-factor) from the bulb.With the sprinkler held vertically,not angled with the slope,and SIN C3184-SD2(5.6 K factor) horizontally,a small air bubble should be the correct model is used to compensate SIN C3185-SD3(5.6 K factor) present. for the slope. SIN C3187-HIP(5.6 K factor) A leak tight 112 inch NPT spr inklerjoint The HIP Sprinkler Approvals should be obtained with a torque of 7 to 14 The HIP Sprinkler covers the area of the UL&ULC Listed.(The approvals apply tt lbs.(9,5 to 19,0 Nm). A maximum of21 hip in the attic. This is a slightly different only to the service conditions indicated in /albs(28,5 Nm)of torque is to be used to concept than the Back to Back or Single the Design Criteria Section) install 112"NPT sprinkleis. A leak fight 314 Directional. The HIP Sprinkler is located inch NPTsprinklerjointshould be along the slope down the hip,and throws a Maximum Working Pressure obtained with a torque of 10 to 20 albs. 900 pattern toward the outside eaves. This 175 psi(12,1 bar) (13,4 to 26,8 Nm). A maximum of30 allows the waterto"comer"the fire and Pipe Thread Connection albs.(40,7Nm)of torque is to be used to control it even at far distances. It does not 1/2 inch NPT 5.6 install314"NPT sprinklers. Higher levels throw much water directly up or down the -(K g hip but rather ti throws most of the pattern 3t4iriciriVP'1=''{K=80)-�--� of torque may distort the sprinkler inlet with out to each side(90°)down the slope of the Discharge Coefficient consequent leakage or impairment of the roof and therefore can be spaced 6'-0" K=5.6 GPWpsi',(80,7 LPiWbar'2) sprinkler. (1,8m)to 3'-0"(0,9m)on center down the K E8 6-GPMf0site_(9-153-LPM/Eiar1ar, Step 9.All Specific Application Attic slope without the danger of cold solder. To Temperature Ratings Sprinklers except the HIP must be use the HIPTm Sprinkler,the framing must BB1 ,%2,BB2-' ,BB3-1%2&HIP installed in the upright position with the be perpendicular to the outside wall(see 200°F/930C frame amps vertical. The deflector takes figure 12)and the maximum throw cannot into account the slope. The HIP sprinkler be over28'-0".(8,5m)measured flat. It, 13131,13132,BB3,SD1,SD2&SD3 is installed with the deflector parallel with unlike the Back to Back and Single 212°F/100°C the slope of the hip. All Sprinklers must be Directional,is run with the deflector parallel Finishes installed so the frame arms are parallel with the slope and there is only one model Sprinkler. Natural Brass with the branch line pipe. with flows and pressures for two different spacings. Physical Characteristics Step 2.With pipe thread sealant applied Operation: The Specific Application Attic Sprinklers to the pipe threads,hand tighten the O BB2-'fz,BB3-'%&HIP-The utilize a dezinc ification resistant(DZR) sprinkler into the sprinkler fitting. Bperati lass bulb contains a fluid which expands bronze frame.The thermal sensitive Step 3.Wrench tighten the sprinkler using g p element is either a 3 mm bulb with a two- only the following wrenches: when exposed to heat.When the rated piece brass and copper,button assembly, „ ar it temperature is reached,the fluid expands or a monel thermal sensitive link.The BB1-/2,BB2-/.rz&BB3-!z-W-Type 3 sufficiently to shatter the glass bulb,which Sprinkler Wrench(1073) then allows the sprinkler to activate&flow 'sprinkler frame orifice is sealed with a water. gasketed spring plate(Belleville Seal) HIP-Combination Wrench(1106) BBI,BB2,BB3,SDI,SD2&SD3-The consisting of a beryllium nickel disc spring BB1,BB2,BB3,SDI,SD2&SD3- BBI,fusible[ink assembly is comprised of two that is sealed on both its inside and use an open end adjustable wrench outside edges with a Teflorfm gasket.The link halves which are joined by a thin layer compression screw is bronze,&the Wrenches are to be applied to the of solder. When the rated temperature is deflector is brass. sprinkler wrench flats(Ref.Page 3)only. reached,the solder melts and the two link halves separate,which then allows the sprinkler to activate and flow water. WARNINGS The Specific Application Attic Sprinklers -described herein must be installed and maintained in compliance with this document,as well as with the applicable standards of the National Fire Protection Association,in addition to the standards of any other authorifies having jurisdiction. Failure to do,so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition.The installing contractor or sprinkler manufacturer should be contacted relative to any questions. 2 Back to Back Back to Back } Dual Directional Attic Sprinkler. Dual Directional Attic Sprinkler SBBJ-�*M-'; BBZ-6P''/QA,Y BB3-'TI3z' 13131, 862, BB3 WRENCH CF Etr 2-1/2" FLAT {54,0 mtrt} WRENCH (63,5 mm) 3/4"NPT FLAT� 1/2"NPT ELEVATION VIEW ELEVATION VIEW Single Directional Attic Sprinkler SDI, SD2, SD3 HIP Sprinkler 3„ WRENCH 2„ , WRENCH (76,2 mm) FLAT (50,8 ,M) FLAT V2"NPT 1/2"NPT 7, ELEVATIONVIEW ELEVATION VIEW W Type 3;Sprinkler Wrench(Part#1073) Combination Sprinkler Wrench(Part#1106) 3 Design Data -Specific Application Guidelines Area of User area above must be protected by Attic Sprinklers(see R6-6-f'9fn-BUe`s;-cftbukilil-e-Iii7rid-ii6iii7ddihb-u-§tibler figure 10). Insulation is for fire protection purposes. It is includli�g-WOdd,--jd Aind rqsLsqdL"icswit not freeze protection. BlazeMaster CPVC must be I---- -.- � .W�ceilingtoRiW! installed in accordance with the BlazeMaster installation guide instructions with respect to heat sources.(Note: Hazard: Ligjjtjt fb The Specific Application Attic Sprinklers cannot be installed on BlazeMaster CPVC) Maximum Roof Span: 60 feet(18,3 m)for BB model sprinklers and 40 feet System-Type- Wet or-'W-# (12,2 m)for SD model sprinklers and 28 feet(8,5 m)for H I PTm sprinklers (see figures 1,2& 12). See table on Hydraulic Requirements: page 5 for minimum sprinkler flows and pressures. Roof For hydraulic requirements see page 11. c,spgn-in. -- --0"- �Q�usl -6- ay-b�d-QIK0780-': --16 -9dditionjV standard-s -" rs--( E�ljpr&-L3�K14).f To Determine the Correct Flow and Pressure: pri ggff Determine the model span(measured flat)and the Minimum.Distance Between Attic Sprinklers: slope of the roof. Use this information with the chart on 4 feet(1,2 m)as measured along branch line for 131317/32',BB page 4. There is no interpolation of the flow and or SD(see fig.3).3 feet(0,9 m)as measured along branch pressure shown. Round all cases to the next higher line for HIP(see figure 11). spacing. For example,a 46-0"(13,7 m)span with the 13131 17/3?would be calculated at the 69-9'(18,3 m)span. Maximum Distance Between Attic Sprinklers: B,lbdt- .(1;g.m )on center along ffihe�lqanqh Obstructions: ��l See page 9 for guidelines. (For guidance on the size of Minimum Distance Between Standard and Attic piping to which a Specific Application Attic Sprinkler can Sprinklers: be directly attached, refenece NFPA 13-1999 Section 6 feet(1,8 m)as measured along the peak/ridge 5-8.5.2.2 Exception No.4) direction (see figure 4)and 26 feet(7,9 m)in the slope direction for 131317/32', BB and HIP versions(see figure 6). Maximum Coverage Area: 400 square feet(37,2 M2). Deflector Installation Position Below PeaklRldge: Spacing for Back to Back Attic Sprinklers is determined CZ2'-'r(5,58-,'8`mfn)J q imump., by twice the distance of the furthest throw measured (see figure 5). along the slope,multiplied by the distance along the branchline (maximum distance along branch line is 6'-0" Minimum Distance Away From Trusses: (1,8 m)regardless of the length of the throw). Note: Attic-Sp i�.1hkI6rEmUit'-*b' nit The distance along the branchline may have to be -7-7--- 1 -0"(1,8 m)to qt.nf'trusses-(see,#IR�q�). reduced to less than the Maximum of 6' remain under 400 sq.ft.(37,2 m2)maximum Maximum Distance From the Center Line of Ridge: depending on the slope and the span. In no case can the span exceed 60'-0"(18,3 m)without additional standard spray sprinklers. Maximum Distance For HIP Sprinklers From the Center Line of the Hip: 6"(152,4 mm) (see figure 8). Spacing for the Single Directional Attic Sprinklers is the distance along the branchline multiplied by the distance Use of U.L.Listed CPVC Piping: of the throw down the slope. Regardless of the throw, To use BiazeMastefTm CPVC in the attic to feed the wet the maximum distance along the branchline is 6'-0" system ceiling sprinklers on the floor below,there must (1,8 m)the maximum throw, measured horizontally is be 6"(152,4 mm)of insulation covering the pipe 40'-0"(12,2 m),and the maximum spacing per sprinkler extending 12"(304,8 mm)on each-side away from the is 400 square feet(37,2 m2). cenv5riine of the pipe and the area above the CPVC must be protected by Attic Sprinklers(see figure 9). If Spacing for the Hip sprinkler is the distance down the the pipe is located inside the ceiling joist,the joist larger slope multiplied by two multiplied by the distance channel must be covered or filled with 6"(152,4 mm)of between the sprinklers as measured along the slope of -non-combustible insulation on top of the pipe and the the hip. 4 Specific Application Attic Sprinkler Design Data Roof Span* Flow Pressure Sprinkler *** GPM(Lpm) psi(bar) Pitch 1-" _'�60'(183im)`(or less}— 38`(144). ?_23'7(1,6) 4 12'(902rrim305mm).to�ess fhan-7:1_2(1^78rrimc305mm) BB2 1%2 60' (18,3 m)(or less) 38 (144) 23.7(1,6) 7:12(178mm.305mm)to less than 10:12(254 mm.305mm) BB3-17A2 60' (18,3 m)(or less) 40 (152) 26.3(1,8) 10:12(254mm.305mm)to 12:12(305mm.305mm) BB1 60' (18,3 m)(to more 38 (144) 46.0(3,2) 4:12(102mm.305mm)to less than 7:12(178mm.305mm) than 40'(12,2 m)) BB2 60' (18,3 m)(to more 38 (144) 46.0(3,2) 7:12(178mm.305mm)to less than 10:12(254 mm:305mm) than 40(12,2 m)) BB3 60' (18,3 m)(to more 38 (144,) 46.0(3,2) 10:12(254mm.305mm)to 12:12(305mm.305mm) than 40' 12,2 m BB1 40' (12,2 m)(or less) 25(95) 20.0(1,4) 4:12(102mm:305mm)to less than 7:12(178mm.305mm) BB2 40' (12,2 m)(or less) 25 (95) 20.0(1,4) 7:12(178mm:305mm)to less than 10:12(254 mm:305mm) BB3 40' (12,2 m)(or less) 25(95) 20.0(1,4) 10:12(254mm:305mm)to . 12:12(305=305mm) . SDI 40' (12,2 m)(to more 35 (132) 39.0(2,7) 4:12(102mm.305mm)to less than 7:12(178mm.305mm) than 30'(9,1 m)) SD2 40' (12,2 m)(to more 35 (132) 39.0(2,7) 7:12(178mm.305mm)to less than 10:12(254 mm:305mm) than 30'(9,1 m)) SD3 40' (12,2 m)(to more 35 (132) 39.0(2,7) 10:12(254mm.305mm)to 12:12(305mm.305mm) than 30' 9,1 m SDI 30' (9,1 m)(to more 25(95) 20.0(1,4) 4:12(102mm.305mm)to less than 7:12 (178mm.305mm) than 10'(3,0 m)) SD2 30' (9,1 m)(to more 25(95) 20.0(1,4) 7:12(178mm.305mm)to less than 10:12(254 mm:305mm) than 10'(3,0 m)) - SD3 30' (9,1 m)(to more 25(95) 20.0(1,4) 10:12(254mm.305mm)to 12:12(305mm.305mm) than 10' 3,0 m SDI 10' (3,0 m)(or less) 19(72} 11.5(0,8) '4:12(102mm:305min)to less than 7:12 (178mm.305mm) SD2 10' (3,0 m)(or less) 19 (72) 11.5(0,8) 7:12(178mm:305mm)to less than 10:12(254 mm:305mm) SD3 10' (3,0 m)(or less) 19 (72). 11.5(0,8) 10:12(254mm:305mm)to 12:12(305mm.305mm) HIP **28'(8,5 m)(to more 34(129) 36.9(2,5) 4:12(102mm.305mm)to less than 12:12(305mm.305mm) than 20'(6,0 m)) HIP 1**20'(6,1 rn) (or less) 25 (95) 20.0(1,4) 4:12(102mm.305mm)to less than 12:12 (305mm:305mm) * This is the span as measured,horizontal,not along the slope as shown in figure 1. ** The HIP sprinkler spacing is measured as shown in figure 12. ***For BB and HIP sprinklers in attics greater than 60'(18,3 m)and equal or less than 80'(24,4 m)see Figures 13&14. Use of U.L. Listed CPVC Piping To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" (152,4 mm) of insulation covering the pipe extending 12" (304,8 mm) on each side away from the centerline of the pipe and the area above the CPVC must be protected by Specific Application Attic Sprinklers(see figure 9). if the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by Attic Sprinklers (see figure 10). 5 , Figure i Figure 2 IT(406,4 mm) Star4ard g minimum y Sp Attic 22-(558,8 mm) maximum pO Sprinkler To Bottom of Sheathing Single Single emotional Directional AMC AIBc Sprinkler Sprinkler Span Direction Dual Directional I San Dimension Span Dimension Single Directional Single Directional Figure 3 Figure 4 Rd Rid $ �—6'(1,83 m)minimume (1,22 m)minimum �9 6 (1,83 m)maximum I �/ Attic Sprinklers Branch Line Standard. Attic Branch Line Truss_--� Truss Sprinkler Sprinkler Ceiling Ceiling Figure 5 Figure 6 ,T6�(406�4 mm}mlrnmum 22'• 8,mm�}Emaximum�} 064R 92-T) Minimum Attic Attic " Sprinkler' Sprinkler Standard Sprinkler ti ^ Figure 7 Design Guidelines ' . Tode�gnopn�e�x�ha�cnphnk��use�aoee�pooaa � guideline ^ Determine if single,dual directional mv hip ophnWorisneeded. ° Determine the roof slope io between 4:12io12:12. |f more than one slope isbeingusedonepnojonLmeksdtbeooneotophnNer for each area. 6'(152.:mm) "'' amn� Line ^ FoUmmthe guidelines for each�poofophnNoron8nUmxm: ' minimum heededTruss page5). If use the 8.0 Mactor back to back dual directional to reduce the pressure required,cvJ pressure is not m concern,use the S.8K- ueinoo factor Sprinklers to minimize over discharge. ^ |f less than 2O-}"(6,1n)io required,use the 5.GMactor back 0o back dual directional 0n minimize pressure and flow require- ments. ° Deh�mineih di�anuea|on thei If the distance is t Figure--- ------' equal,use the longer side. Multiply the longer id two to doban�ine the spacing down the slope. Four hundred d�idad - by this value will determine the maximum spacing along the ridge. The maximum is distance io&-0^(/,8 7). For example, o12:12 slope md the maximum span nfOU feet(/8,3n)will produce | length of approximately 42.5 h*m (13, m). Attic That number multiplied by two produces a 85'(25,9 m)throw. Sp kler Four hundred square feet maximum divided by an 86(25,9 m) / throw only allows- ' 9`1'4 m)spacing alongthe ridge. Using the maximum spacing,space the sprinklers along the ridge. ^ Avoid obstructions om shown on page 9' |f necessary,add standard sprinklers tu maintain coverage around obstructions. ° Calculate the sprinkler system in accordance with the ' appropriate flow and pressure information on page 5. There is no interpolation of the flows and pressures shown on the chart. For Single Directional ^ Oe�nninethe thnmoneeded. Figure�-" =' ^ Aa the 4UUo a feet/37,2nP>io not a factor with the Single Directional,the maximum spacing is / Non-Combustible Insulation minimum/s+-u </2nV(see figures square feet is not an issue with the single direcdonal is because at its 6^(152,4 /1�2.m@t � 12 ' (/�2 mou|aU n��400o� m��(37,2m)naximmmwould not � ~ Avoid obstructions ouohovwn'on page S. If necessary,add standard sphnNenabzmaintain coverage aroundobsbucbone, ~ Calculate the aphnNor system in accordance with the | oppnoph�eflow and pn�munoi�onnmbonon page 5. There is ' (»�'«m��—(»»*'»m1mc no interpolation of the flows and pressures shown onthe chart. figures- Verify framing direction is perpendicular to outside wall(see Insulation of piping is for .' & .~/. .not,cover that area with standard sprinklers. ~ From the intersection of the top of the hip and theridge the fire protection, not maximum distance down the slope of the hip is 3-9'(0,9 m). Start the layout with the first sprinider as close to that point as freeze protection. possible,but no further,while staying 6!'(152,4 mm)away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to ce at a maximum of Figure 10 S-}"(18n)o' centersprinklers oo measured a ' the slope of the hip. When the bottom ofthe hip in encountered,the last ophnNor Non-Combustible Insulation wvn-n»mu«^«m^ must ba within T-6'(2,3n)of the outside wall oo measured flat Insulation (planview). If this pipe is"cut to fiy'remamborto take into account the different slopes the hip and the roof ao well ao distances measured`--'�--' ` -' -'` view. ^ Avoid obstructions aq shown un page S. If necessary,add OR F_4 standard aphnWersbo maintain coverage around obstructions. opvn 7 i • Figure 11 HIP installation if Framed Parallel to o Outside Wall Single irectional Attic Sprinkler p, FFF Back to Back 1' Affic S rinkler L_ Standard Sprinkers to be Ridge used in this area. Install 61-Q1, per NFPA 13. When truss, ; (1,8 m) direction is parrailel to ' Max. MW outside wall, as shown, see �� 'Wr4 It Ak 60' figure 12 for joists f 73'-0"(0,9 m max.on sloe (18,3 m) perpendicular to outside wall. .T t 11 (12,2 m) ` 6-0" maximum . (1 g m) E Outsides,µ ` Max. Wall ;...... Be sure that single directional sprinklers are installed vertical as the deflector compensates for the slope. Figure 12 HIP Installation if Framed Perpendicular to Outside Wall 1 1 1 1 1 Sloe 1 Hip Ridge J J �— H[P Sprinkler Slope sc� T-0" (0,9 m) max. �~, ----- (on slope) o `o� 28'-011 i (8,5 m) -- maximum �— T-6" (2,3 m) max. 8 • Obstructions Obstructions to Attic Sprinkler differ from standard sprinklers and the following criteria shall be used. There can be up to,a 6!'(152,4mrn)obstruction, measured vertically, as long as it is 36"(914,4mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger,there must be a sprinkler on the other side of the obstruction. See figure A& B. This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across the trusses or rafters. Figure A Figure B 36"min. (914,4 mm) over 6'(152,4 mm) 6"(152,4 mm)max. 40 No Sprinkler Sprinkler Required If the obstruction is below the sprinkler, there must be 6"(152,4mm)clearance over the top of the'obstruction to allow water to pass both over and under the obstruction. The 6"(152,4MM)is measured perpendicular to the slope from the bottom of the joist. If there is not 6'(152,4MM)clearance, a sprinkler must be added on the opposite side of the obstruction. Figure C Figure D i , 36' in. 36"min. (914,4 mm) (914,4 mm) 6"(152,4 mm)min. less than 6"(152,4 mm) 'T Figure E Figure 36"min. (914,4 mm) 5 4!-0"(1,2 m) No Sprinkler Required See Table 1 Ducts,as per NFPA 13, require a sprinkler under them For Vertical Obstruction, See Table 1 on Page 10. if they are over 4'-0"(1,2m)wide. If they are.not, then The maximum dimension of the obstruction is the no sprinkler underneath is required. width of the obstruction and the horizontal distance away from the obstruction is measured flat. 9 • Table 1*— Spacing for Vertical Obstructions a Maximum Dimension Minimum Horizontal of Obstruction Distance to Obstruction "-1"(12,7mm-25,4mm), 6"(152 mm) >1 4"(25,4mm 107,6mm) 12"(305mm) >4"-8"(101,6mm-203,2mm) 24"(610 mm) >8"-10"(203,6mm-254mm) 5'(1,5 m) >10"-20"(254mm-508mm) 10'(3,O m) >20"-30"(508mm-762mm) 15'(4,6 m) >30"40"(762mm-1016mm) 20'(6,1 m) >40"-48"(1016mm-1219,2mm) 25'(7,6 m) >48"(1219,2mm) sprinkler required beyond *When minimum horizontal distance is less than Table 1, an additional sprinkler is required beyond the obstruction. Figure 13 Figure 14 ;BB-and HIP Sprinklers for_�Attics,Greater If:.the-�attic-hds.noncomb:ustibrdansulation on the cejling Thari=60'(_ a3m).:and Eq"ualoC�Less._Thall ' beCow'ttie=attic=spnnklers the area_of:coverage is^ 80•(944ri�) measureiir=from�fhe-top-of=the-insulatFon_�� Width of Attic Sprinkler Spacing Cs driwers Standard spray sprinkler Standard spray sprinkler spaced 7'-0"(2,1 m)to spaced 7'-0"(2,1 m)to 6.0"(1,8 m) 6'-0"(1,11 m) on center on center 14'MWL ides ri m)maxlmum for III'— ki�c. Attic Sprinkler coverage 89(24.4 m) Figure 15— BB and HIP Sprinklers Plan View Perimeter Protection Plan View Parimeter Protection Attic sprinklers in buildings over 1s'-c�;s3. i) 60'-0"(18,3m)up to 80'-0"(24,4m)wide o.c. o ts��=__ =- �• __ i Attic sprinklers in conjunction with standard sprinklers (3,05 m) -L- - - - — can be used to protect attics over 60'-0"(18,3m)up to 80'-0"(24,4m)wide. Attics over 80'-0"(24,4m)wide must use standard sprinklers throughout as attic sprinklers have not completed testing in.this scenario. T6.'u'se1 4 m) • atticisprtnkler..s irrthese-attics-space attic sprrnlclers�to rotect the center ortlon°of the buildln�, add standar 60' p. _ P g • (18,23 m) spnnklers around the perimeter at a<maxlmum_of 7'=0j' (2:1m)sanda'minlmum of 6'-0_'.{1,8m}yonrcenter:ti..T._lfe'a- HIP'"'p nklers can continue down the hip. Start spacing standard sprinklers 31'-0"(9,4m)away from the -�— 7 corner. 10' • • • • (3,05 m) �.� 1 ,Start Coverage by:atanda._prinkle Cs at:3T.(9,45 m) Maz 7:;(213,mI on center a!Dy' om corner 10 Hydraulic Calculations 4. Attics Having HIP Roofs with the HIP Joists Parallel to Attic sprinklers must be calculated in conformance with Outside Wall(see Fig. 11)or attics having a mixture of these guidelines. In all cases,the design-area shall include standard spray sprinklers and Specific Application Attic. the most hydraulic demanding sprinklers. More than one set SprinklersTm-The design area requirements of NFPA 13 of calculations maybe required to prove different situations. shall apply to all sprinkler types. 1. Attics Protected Entirely with Back to Back Attic 5. Attics having a Width Greater than 60 ft.(18.3m),but in Sprinklers-For wet systems,calculate the most no Case Greater than 80 ft.(24.4m)-For attics having demanding 5 sprinklers. For dry systems,calculated the HIP roofs with joists parallel to outside wall,the most demanding 7 sprinklers(see Fig. 16). requirements in Item 4 above apply. For other attics,the requirements in Items 1 or 2 above shall be used plus 2. Attics Protected Entirely with a Mixture of Back to Back two additional standard type sprinklers installed along and HIP Attic Sprinklers-For wet systems,calculate the the eave included in the calculation(see Fig. 19). most demanding 5 sprinklers. For dry systems,calculate the most demanding 9 sprinklers with a maximum of 7 to be Back to Back sprinklers(see Fig. 17). 3. Attics Protected with Single Directional Attic Sprinklers- For wet systems,calculate the most demanding 5 sprinklers. For dry systems,calculate the most Figure 18 demanding 9 Single Directional Attic Sprinklers or Single Directional Example standard`sprinklers,whichever is more demanding(see (Dry System Shown) Fig. 18). Figure 16 Back to Back Calculation Example 1 2 s 4 5 s 7 a s (Dry System Shown) , IV Wall • • • • • Wall � A. Ak 1 .2 3 4 5 6 7 wd a Example: Calculate the 9 most demanding single directional attic sprinklers. Figure 19 Example: Calculate the 7 most demanding back to back an sprinklers along the ridge. +p►tt�GS GC:e81er°Th60 Ft.= {LT�r,'r�Syst�em.=Sftown);;:�' f Figure 17 8 9 ----- Mixed Attic Sprinkler Example ,(Dry System Shown) 1 2 3 4 5 6 7 3 4 5 6 7 8 9 '/2 ;' • • • • • i • • Example: When-mixin -back to=back.and-,standardi csprinklers:afi-theeave 05lculate=ttie:7most:derriandi�g back to back sprinklers-for drv,sys-t ems-or-6, m dernar<ding forwet system_s, pfus the,.most:demariding: :2additional=standardsprinklersat the:_eave; 11 Care .& Limited.. ordering Maintenance.. Warranty Information The Specific Application Attic'Sprin-' . Products manufactured by Tyco Fire Ordering Information; When placing klers must be,maintained and ser- Products are warranted solely to the an order,indicate the full product viced in accordance with the following original Buyer for ten (10),years name. Please specify the quantity, instructions. against defects in material and model,style;orifice size,temperature NOTES ' workmanship when paid for and rating,type of finish or coating, and properly installed and'maintained sprinkler wrench. Refer to rice list for Before closing a fire protection.sysfem under normal use and,service.This p p main control valve,for maintenance warranty will expire ten (10)years complete listing of Part Numbers. work on the fire protection system it from date of shipment by Tyco Fire Patents: U.S.A.Patent Number controls,permission to shut down the Products. No warranty is given for 5,669,449 is applicable to the Central affected fire protection systems must products or components manufactured Specific Application Attic Sprinklers. be obtained from the proper authod- by,companies not affiliated by owner- ties: All personnel who may be ship with Tyco Fire Products or for Other Patents are pending with regard to other design features. affected by this action must be products and components which.have notified. been subject to misuse,improper Teflon is a trademark of the DuPont Corp. Sprinklers which are found to be. installation,corrosion,or which have leaking or exhibiting visible signs of not been installed, maintained,. corrosion must be replaced. modified or repaired in accordance Automatic sprinklers must never be' with applicable Standards of the shipped or stored where their tem- National Fire Protection Association, peratures will exceed 100°F/38°C and and/or the standards of any other. they must never be painted, plated, Authorities Having Jurisdiction. coated or otherwise altered after Materials found by Tyco Fire Products leaving the factory. Modified,o'r over- to be defective shall be either repaired heated fusible link sprinklers must be. or replaced,a#Tyco Fire Products replaced. Glass Bulb sprinklers that sole option.Tyco Fire Products neither have been exposed to corrosive assumes, nor authorizes any person to assume for it,any other obligation products of combustion,but have not operated, should be replaced if they in connection with the sale of products cannot be completely cleaned by or parts of products.Tyco Fire wiping the sprinkler with a cloth or by Products shalt not be responsible far sprinkler system design errors or brushing it with.a soft bristle brush. 7 inaccurate or incomplete information Care must be exercised to avoid supplied by Buyer or Buyer's repre- damage-before, during,and after sentatives. installation..Sprinklers damaged by IN NO EVENT SHALL TYCO FIRE dropping,striking,wrench twist/ PRODUCTS BE LIABLE, IN CON- slippage, or the like, must be re- TRACT,TORT;STRICT LIABILITY- placed.Also,replace any sprinkler OR UNDER ANY OTHER LEGAL that has a cracked bulb or that has THEORY, FOR INCIDENTAL, lost liquid from its bulb,(Ref. Installa- INDIRECT,SPECIAL OR CONSE- tion Section). QUENTIAL DAMAGES,INCLUDING The owner is responsible for the BUT'NOT LIMITED TO LABOR inspection,testing, and maintenance CHARGES, REGARDLESS OF of their fire protection system and WHETHER TYCO FIRE PRODUCTS . devices in compliance with this WAS INFORMED ABOUT THE document,as well as with the appli- POSSIBILITY OF SUCH DAMAGES, cable standards of the National Fire AND IN NO EVENT SHALL TYCO Protection Association(e.g., NFPA FIRE PRODUCTS' LIABILITY EX- 25),in addition to the standards of any CEED AN AMOUNT EQUAL TO THE other authorities having jurisdiction. SALES PRICE. . The installing contractor or sprinkler THE FOREGOING WARRANTY JS manufacturer should be contacted MADE/N LIEU OF ANYAND ALL relative to any questions. OTHER WARRANTIES EXPRESS It is recommended that automatic OR IMPLIED,INCLUDING 141% sprinkler systems be inspected, 'TIES OF MERCHANTABILITY AND tested,and maintained by a qualified_ FITNESS FORA PARTICULAR , Inspection Service. PURPOSE. f'(�rcQ Flow Control Tyco Fire, Printed in U.S.A.3-01 l /Products 12 CONTRACTOR'S MATERIAL&TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor.It is understood the owner's representative's signature in no way prejudices any claimagainst contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinances. Property Name ClueensWry Medical Building JDate- I W 0 Property Address Day Road,OueensWry,NY - Accepted by approving authorities-(names) Town of Ctueen4ury Address QueensWry,NY Plans Installation conforms to accepted plans rX 1 Yes No 1 Yes -D Equipment used is approved r X 71 F No If no,explain deviations Has person in charge of fire equipment been instructed as r__1 Yes E-1 No to location of control valves and care and maintenance of the new equipment? If no,explain? Instructions Have copies of the following been left on the premises? F71 Yes No 1.System Components instructions X I Yes No 2.Care and maintenance instructions Yes No 3. NFPA 25 Yes a No Location of Supplies buildings Mra system Year of Temperature Make Model Manufacture K-Factor Quantity rating Tyco Dv-aK Kec.Pendent 2003 .5.60 163 155deg Sprinklers Tyco 13V-OK Upright 2005 5.60 7 15 5deg Tyco DV-QK Upright 2003 5.60 3 200deg Pipe and Type of Pipe Mack Steel Sch 10&40 fittings "type of Fittings Mack Iron Threaded,Grooved&Flanged 'Maximum time to operate Alarm Alarm device through test connection Valve or Type Make Model Minutes Seconds flow indicator Dry valve Q.O.D. Make Model Serial No. Make Model Serial No. Tycb PFV_1 Tyco ACC-1 He,-016-ie Time to trip Time water Alarm through test Water Air Trip point reached operated connection' pressure pressure air pressure test outlet' properly Dry pipe Minutes Seconds psi psi psi Minutes Seconds Yes No operating test Without Q.O.D. Wftff CF(Y.D. .If no,explain? Operation Q Pneumatic Q Electric Q Hydraulic Piping supervised =Yes=No Detecting media supervised QYes=No Does valve operate from the manual trip,remote,or both control stations? =Yes=No Deluge and Is there an accessible facility each circuit If no, explain prreaction for testing? valves =Yes=No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? o erate release Yes No Yes No ' Minutes Seconds N/A Location Make& Setting Static pressure Residual pressure Flow rate Pressure and floor .Model (flowing) reducing valve N/A Inlet(psi) Outlet(psi) Inlet si, .Outlet si ' Flow test . {p ) {p ) (gFm) Hydrostatic:Hydrostatic tests shall be made at no less than 200 psi(13.6 bars)for 2 hours or 50 psi(3.4 bars) above static pressure in excess of 150 psi(10.2 bars)for 2 hours:Differential dry-pipe valve clappers shall be Test left open during test to prevent damage.All aboveground piping leakage shall be stopped. Description Pneaumatic:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1 /2 psi(0.1 bar) in 24 hours.Test.pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11/9 psi 0.1 bar in 24 hours. All piping hydrostatically tested at ,200 psi(_bar)for-1—hours if no,state reason Dry piping pneaurnaticallytestect. E71 Yes =No Equipment-operates properly , ©Yes =No Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine or other corrosive chemicals were not used for testing system or stopping leaks? Yes =No Drain' Reading of gauge located near water . Residual pressure with valve in.test Tests test supply test connection: �6i psi( bar) 1conection open wide: psi( bar) Underground mains and lead in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U form No.85B =Yes =No . Other Explain flushed by installer of underground sprinkler piping QYes =No Dy Others If powder-driven fasteners are used in concrete =Yes =N6 If no, explain has representative.sample testing be satisfactorily completed? None Used Blank testing Number used Locations Number removed gaskets p Welded piping Yes =No If yes..,. Do you certify as the sprinkler contractor that welding procedures comply Yes =No with the requirements of at least AWS B2.1? Welding Do You certify that the welding was performed by welders qualified in Yes �No compliance with the requirements of at least AWS B2.1 that openings in piping are smooth,that slag and other welding residue are removed;and that the internal diameters of piping are not penetrated? Cutouts Do you certify as the sprinkler contractor that welding procedures comply Yes', =No (discs) - with the requirements of at least AWS B2.1? Nameplate provided If'no, explain - Hydraulic data nameplate OYes 0No Remarks Fate lefttirmrvic&with aitcontrotivatvss-o eb:, b -6 Name of sprinkler contractor Albany Fire Pf acction, Inc. Test witnessed by Signatures IF;oZe owner(signed) Title Date E�v1s 0 Fvr sp ' ler cont or ne4� Tit a ate Senior Design Technician Additional explanations and no s NOTE: This form is a word for word facsimile of figure 1 -1(a)of NFPA 13(1999 edition). CONTRACTOR'S MATERIAL&TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and tests shall be made by the contractors representative and witnessed by an owner's } representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor.It is understood the owner's representative's signature in no way prejudices any claim..against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinances. Property Name Queenebury Medical Building Date, 70 0-3 Property Address Bay Road,Queenabury,NY Accepted by approving authorities(names) Town of Queenabury Address Queensbury,NY Plans Installation conforms to accepted plans FTI Yes F-1 No Equipment used is approved � Yes No If no,explain deviations Has person in charge of fire equipment been instructed as Yes E-1 No to location of control valves and care and maintenance of the new equipment? If no,explain? Instructions Have copies of the following been left on the premises? Fx1 Yes F No 1.System Components"instructions EKI Yes F� No 2.Care and maintenance instructions r Yes No 3. NFPA 25 Yes No Location of Y� � -35 system Supplies buildings deco%nd� y Year of Temperature Make Model Manufacture K-Factor Quantity rating Tyco BY-QR Kec.'Fendent 2003 5.60 175 155deg Sprinklers Tyco BY-QK Upright; 2003 5:60 4 155deg Pipe and Type of Pipe Black Steel Sch 10&40 fittings Type of Fittings Biack iron Threaded,Grooved&Flanged Maximum time to operate Alarm Alarm device through test connection Valve or Type Make Model Minutes Seconds flow indicator Dry valve Q.O.D. Make Model Serial No. Make Model Serial No. Tyco DFV-1 Tyco ACC-1 Time to trip Time water Alarm through test Water Air Trip point reached operated connection' pressure pressure air pressure test outlet property Dry pipe Minutes Seconds psi psi psi Minutes Seconds Yes No operating test Without Q.O.D. Witht� Q_a.U. If no,explain? s Operation El Pneumatic F� Electric Hydraulic Piping supervised =Yes�No Detecting media supervised Yes=No Does valve operate from the manual trip,remote,or both control stations? =Yes Q No Deluge and Is there an accessible facility each circuit If no, explain prreaction for testing? valves =Yes=No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? o erate release Yes No Yes No Minutes Seconds N/A Location Make& Setting Static pressure Residual.pressure Flow rate Pressure and floor Model (flowing) reducing valve , N/A Inlet(psi) Outlet(psi) Inlet(psi) Outlet(psi) Flow(gpm) test Hydrostatic:Hydrostatic tests shall be made at no less than 200 psi(13,6 bars)for 2 hours or 50 psi(3.4 bars) above static pressure in excess of 150 psi(10.2 bars)for 2 hours.Differential dry-pipe valve clappers shall be Test left open during test to prevent damage.All aboveground piping leakage shall be stopped. Description Pneaumatic:Establish 40 psi 2.7 bar)air pressure and measure drop,which shall not exceed 11/p ( p s psi(0.1 bar) . in,24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed'41/ osi 0.1 bar in 24 hours. . All piping hydrostatically tested at 200 psi( bar)for hours 1f no, state reason piping-pneaumaticall5rtested' ffYes- F7No Equipment operates properly' Loles F-1 No Do you certify as the sprinkler contractor that'additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine or other corrosive chemicals were not used for testing system or stopping leaks? aYes E:JNo Drain Reading of gauge located,near water Tii6sidual,pressure with valve in test Tests test supply test connection: � psi(_bar) conection open wide: psi(_bar) Underground mains and lead in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U form No.85B Yes F--]No Other Explain flushed by installer of underground sprinkler piping QYes =No BY Others If powder-driven fasteners are used in concrete =Yes =No If no, explain = has representative sample testing be None Used satisfactorily completed? Blank testing Number used Locations Number removed gaskets O Welded piping QX Yes QNo If yes...,, Do you certify as the sprinkler contractor that welding procedures comply Yes =No with the requirements of at least AWS B2.1? Welding Do you certify that the welding was performed by welders qualified in Yes =No compliance with the requirements of at least AWS 82.1 A that openings in piping are smooth,that slag and other welding residue are removed,and,that the internal diameters of piping are not penetrated? Cutouts Do you certify as,the sprinkler contractor that welding procedures comply QYes =No (discs) 1with the requirements of at least AWS B2.1? Nameplate provided If no, explain Hydraulic data nameplate Yes F--JNo Remarks Qaterlefi`in service- s wWaWcontrolvalveopen: 777,370R Name of sprinkler contractor Albany Fire Protection, Inc. Test witnessed by Signatures For. ( Title Date if For�spn ao rtxa sig T le to Senior Design Technician �A' (, 130 Additional explanations and not NOTE: This form is a word for word facsimile of figure 10-1(a)of NFPA 13(1999 edition)' CONTRACTOR'S MATERIAL&TEST CIERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor.It is understood the owners representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinance p. Property Name Queensbury Medical Building Property Address Day Road,Clueenslmry,NY Accepted by approving authorities(names) Town of Clueen6ury Address Oueerisbury,NY Plans Installation conforms to accepted plans r X Yes No Equipment used is approved Yes No If no,explain deviations Has person in charge of fire equipment been instructed as Yes No to location of control valves and care andl,zaintenance of the new equipment? If no,explain? Instructions Have copies of the following been left on the premises? F_71 Yes No I I Yes No 1.System Components Instructions r X 2.Care and maintenance instructions Yes No 3. NFPA 25 Yes No Location of Supplies buildings -A:# system Year of Temperature Make Model Manufacture K-Factor Quantity rating Tyco 15132 Attic Sprinkler, 2003 8.00 23 200deg Sprinklers Tyco 13V-09 Upright, 2003 5.60 145 200deg Pipe and Type of Pipe Black Steel Sch 10&40 fittings Type of Fittings Black from Threaded,Ordoved&Flanged Maximum time to operate Alarm Alarm device through test connection Valve or Type Make Model Minutes Seconds flow indicator Dry valve Q.O.D. Make -Model Serial No. Make Model Serial No. Tyco DrV- Tyco ACC- ff6-,6,?- Time to trip Time water Alarm through test Water Air Trip point reached operated connection' pressure pressure air pressure test outlet pro erly Dry pipe Minutes Seconds psi psi psi Minutes Seconds Yes No Operating test Without Q.O.Q. With F If no,explain? Operation Pneumatic Q Electric =Hydraulic Piping supervised =Yes=No Detecting-media supervised =Yes=No Does valve operate from the manual trip,remote,or both control stations? =Yes=No Deluge and Is'there an accessible facility each circuit If no, explain prreaction for testing? Valves Yes=No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? o eirate telease Yes No Yes No Minutes Seconds N/A Location Make& Setting Static pressure Residual pressure Flow rate Pressure and'tloor Model (flowing) reducing valve test N/A Inlet(psi) Outlet(psi) Inlet(psi) Outlet(psi) Flow(gpm) Hydrostatic:hydrostatic tests shall be made at no less than 200 psi(13.6 bars)for2.hours or 50 psi(3.4 bars) above static pressure in excess of 150 psi(10.2 bars)for 2 hours.'Differential dry-pipe valve clappers shall be Test left open during test to prevent damage.All aboveground piping leakage shall be stopped. Description Pneaumatic:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1 JZ psi(0.1 bar) in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed.1!/ si 0.1 bar in 24 hours. All piping hydrostatically tested at 200 psi( r)for .hours If no, state'reason Dry piping pneaumatically,,#estedf Yes F, Equipment open-ates=propedy:r' Mes QNo Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate:or derivatives of sodium silicate,brine or other corrosive chemicals were not used for testing system or stopping leaks? Yes =No Drain Reading of gauge located near water Residual pressure with valve in test Tests -test supply test connection: �,7` " "psi( bar) correction open wide: '--7 0 psi-(_bar) Underground mains and lead in connections_to system risers flushed before connections made to sprinkler piping Verified by copy of the U form No.85B =Yes No Other Explain flushed by installer of underground sprinkler piping =Yes QNo DY Others If powder-driven fasteners are-used in concrete =Yes =No If no, explain has representative sample testing be None Used satisfactorily completed? Blank testing Number used Locations Number removed gaskets Q Welded piping QYes No If yes.... Do you certify as the sprinkler contractor that welding procedures comply �X Yes =No with the requirements of at least AWS B2.1? Welding Do you certify,that the welding was performed by welders qualified in Yes =No compliance with the requirements of at least AWS B2.1 that openings in piping are smooth,that'slag and other welding residue are removed,and that the internal diameters of piping.are not penetrated? Cutouts Do-youcertify as'the sprinkler contractor that welding procedures comply MYes QNo (discs) with the requirements of at least AWS B2.1?_ i -0-' Nameplate provided If.no, explain Hydraulic data nameplate OYes FNo Remarks a-left7urseFvicaawdWaircontroL-..vakes�opern" ' " 6 21 3 Name of sprinkler contractor Albany Fire 1'ratection, Inc. Test witnessed by , Signatures Fo = •er(signed) . Title D e 3c/ O ' M �contractor("' e€k) Title � Date IA Senior Design Technician l>J Additional explanations and notes NOTE: This form is a word for word facsimile of:figure 10-1(a)of NFPA 13(1999 edition) ,Qu,q4ensbury Medical Drawing Date: 3/ 8103 "10:14 HYDRAULIC DESIGN INFORMATION SHEET Job Name:- Queensbury Medical Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 5 Contractor: Albany Fire Protection, Inc. Telephone: (518)274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office Building Reviewing Authorities:Town of Queensbury SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Operation 1950 sq ft► Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: Model: Area per Sprinkler 180 sq ft1 Orifice:1/2" K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 390.1 psi Required: 56.0 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 2002 ( •Rated Capacity 0 gpm. j Capacity 0-gal Static Pressure' 82.0 .psi I -Rated Pressure 0.0 psi I Elevation 0- Residual Pres 72.0 psi I Elevation 0 i At a Flow of 1210 gpm I Make: I Well Elevation 0" j Model: I Proof Flow- 0 gpm Location: Bay Road & ACC .Source of Information: Queensbury Water Dept. SYSTEM VOLUME 265 Gallons Notes: Queensbuiy Medical Drawing Date: 31 8103 10:14 HYDRAULIC CALCULATION DETAILS 'HYDRAULIC FLOW, LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required atHyd Area 5 290 47.0 psi 1 4" Grvd 90 Ell 101 100 4.026 290 0.4 1 Pipe 4" 10x21 51 100 4.260 290 0.1 1 4" Flngd Dry Valve CHART LOSS 290 0.3 1 411 Flngd Butterfly Valve 121 120 4.026 290 0.3 1 4" Flngd Tee 201 120 4.026 290 0.5 Hydr -Ref Rl Required at BOR @ Header 290 48.7 psi 2 4" Flngd Gate Valve 21120 4.026 . 290 0.1 - 1 4" .Flngd Back Flow Valve -Ames ,"2000 ,,CHART' LOSS 290. 2. 0 2 41' Flngd 90 Ell 101 120 4.026 290 0.5 1 4" Flngd 45 Ell 41 120 4.026 ' 290 0.1 1 6" x 40' Flngd 90 Ell 141- 120 6.065 290 0.1 Elevation Change 9' 6" 4 . 1 Hydr Ref R2 ' Required -at @ Connection to UG 290 - 55.6 psi I - Pipe 6" DIx18 Cl 52 2001 140 6.590 290 0.4 1 611 MJ 90 'Ell 01 120 6.065 290 0.0 1 6" Flngd Gate Valve PIV 31 120 6.065 290 0.0 1 6" Mi Tee Municipal Tie-in 01 120 6.065 290 0.0 Fixed Flow Flow Loss 100 gpm _Hydr Ref Rl Required at Source 190 56.0 psi Water Source 82.0 psi 'static, 72.0 psi residual @ 1210 gpm 390 gpm 80.8 psi SAFETY PRESSURE 24.8 psi Available Pressure of 80.8 psi Exceeds Required Pressure of 56.0 psi This is a safety margin of 24.8 psi or 31A of Supply Maximum Watbr, Velocity is 17.2 fps Queensbury Medical Drawing Dater 31 8103 10:14 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Plow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T Tee LT Long Turn 90 Ell SPEC- - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at,, fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 k (Q/C) ^1. 85 ID^4.87 Pe Pressure due to change in elevation whe-re Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 X QA2/!D"4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS -fitting equivalent length from branch te&,.to open head. NOTES: Pressures are balanced to 0.001 gpm. , Pressures are listed to 0.01 ,psi. Addition may,vary by 0.01 psi -due- t6 accumulation of round off. , Calculation's conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to' previously defined paths Que,ensbury Medical. Drawing Date: 31, 0103 10:14 •REMOTE AREA #5 PAGE 1 FLOW #'OF ' LENGTH PRESSURE . BRANCH LINE (GPM). PIPE - FITS FEET SUMMARY TO HEAD HYD REF OUTLET , SIZE 90 45 , PIPE VELOCITY Pt Pt Pn , ELEV ID T LT- FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE - K FACTOR PIPR C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 96 TO W (PRIMARY' 'PATH) HEAD 96 16.3 1" 1 - 0 _ 5.16 6.1 fps 8. 6, 8. 6 8. 6 -1" 0.11, gpm/sq ft 1.049"` 1 0 710" 0.089 1.1 0.0 0.2 1". K= 5. 60. 16.3 '120 AO ,0 12' 67' 0.1 8.6 8.5 24" : REF' 134 16.4 13111 0 0 1210" 4.8 fps.. : 10.0 1-0:0 PATH 2 1..682" 0 0 0" 0.033 0.4 0.2 K= 5. 19 32. 8 120 1-:0 0 -121�0IT 0" 0.0.- 9.9 REF.133 16.8 1111, 0 0 1410" 7.2 .fps. 10. 4' 10.4 PATH 3 1.682" 0 0' 0 -- 0.070 1.0 0.3 K= 5.29 49. 6 120 10 0 1410" 0" 0.0 10..1 REF 132 17.4 13,1" 0 0 141011 9.8 fps. 11.4" . 11.4'- : PATH 4 1.682" 0' 0 0 0.122 1.'7 . 0.6- K= 5.30 66. 9 120' 10 0 1410" 0" 0.0 10.8 REF 131 18 .4 13,2" 0 0 14 0" 12.4 fps 18.1 13.1 PATH° 5 1:682" 0 0 0" 0.191 2.7 1.0 K= 5.30 85.4 120 A.0. .. 0 141011 0" 0.0..: 12.1 REF. 130 20.0 . 1'-�" 0 0 43'2" 15.4 fps 15.8- 15.8 PATH 10 1.6821 0 0 0" 0.282 12.2 1. 6 K= 5.31 105.4 120 10 0 4312" 07 0.0, 14.2 REF 129 11-1" .0 0- 1'0" 16.8 fps 28 .0 1.610 - 1 0 8 '0" 0.349 3.1 105.'4 120 40 - 0 9' 0" 0" 0.0 REF A4 96: 9; 22-i" 0 0. 913 12.0- fps 32.1. -.32.1 . PATH 6. 2.635" 0 . 0 0" 0.106 1.0 .1.0 K= 17.10. 202.2 120 10 `- 0 9' 3v' 0" 0.0'. 31.1 REF A5 •87. 9 2'�" 2 0 50110" 17:2 . fps 33.0:, 33.0 PATH .12 2. 635 0 0 1210" 0.207 -13.0 0.0 K= 15.28 290.1 .. 120 10 0 62'10" 0" 0-.0 33.0 CONTINUED 46'.0,psi Queehsbury .Medical Drawing Date: 3/ ,8/03- ' 10:114 REMOTE AREA #5 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE ' (GPM) PIPE FITS '' FEET SUMMARY TO '*HEAD. HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS• PSI/FT Pf . Pv Pdrop PIPE K'FACTOR PIPE C TYPE OTHER - .. TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM, HYDRAULIC"REFERENCE 96 TO W (PRIMARY PATH) CONTINUED . REF A6 4" . 1 0 20' 4"- 6-.6 `fps 46.0' 4.26011 1 0 3010" 0.020 1..0 290-.1 120 10 0 5014" 0" 0.0 REF W 290..1, gpm PATH 1, K= 42.30" 47.0 psi. PATH 2 FROM 'HYDRAULIC REFERENCE 95 TO 134 HEAD 95 16.4 .1". 2 D 3'-9" _ 6.2 fps S.8' 8.8- 8 .8 -11" 0..11 gpm/sq.,ft, 1.04911 1 0 9''0"- 0.-090 1.2 0.0 K= 5.60 16. 4 120, 40 0 121.19 3" 0.1 8.8 8. 6 24" REF 135 �" 0 :0 9" 2..4 fps 10.0 , ,1: 682" 0 0 0" 0.009 - 0.0 16. 4 120 10 0 9" 0" 0.0 REF 134 16:,4 ,gpm PATH 2 K= 5.19 10.0 psi. PATH 3 FROM HYDRAULIC REFERENCE 97 TO. 133 ; 16.8 1" 1, 0 .1 - HEAD 97 1"6"- 6.3 .fps 9.2 9.2 - 9.2 -l" 0.10 gpm/sq ft 1.04911 1 0' 710" "0.09'4 0.8 Q.O .. '0.2 1" K= 5.-60 16.8-1 120 40 0 816" '3" 0.1 9.2 9.0"- 24' -REF 133 16.8 gpm PATH 3 K= 5.29 10.1 psi 'PATH 4 FROM HYDRAULIC REFERENCE 9R TO 132 HEAD 98 17.4 1", 1, 0 1' 6" 6.5, fps 9.'8 9.8 9. 8 -1" 0. 10 gpm/sq ft- 1.049" '1 0' 710" 0.100 0.9 0.-0 0.2 1" K= 5. 60 - 17. 4 120 40 0 8 ' 6"' 3" '" 0.1 9.8 , 9. 6 - ,. 24". REF 132 17.4 '`gpm , PATH 4 K= 5.30 10:8. psi Que,ensbury Medical Drawing Date: 31 8103 10:14 REMOTE AREA #5 PAGE 3 FLOW # OF . LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR' PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC' REFERENCE 99 TO 131 HEAD. 99 18. 4 TV 1 0 11 6T' 6.9 fps 11. 0 - 11.0 11.0 -1T, 0.11 gpm/sq' ft 1.04911 1 0 71011 0.111 ll 2 1.0 �0.0 0.2 i K= 5. 60 -18 .4 120 40 0 81611 311 0.1' 11.0 10.8 24" REF 131 18.4 gpm PATH 5 K= 5.30 12-1 psi. . - PATH 6 FROM HYDRAULIC REFERENCE 91 TO A4 HEAD 91. 19.0 ill 1 0 117'v 7.1 fps 11..4 11.4 11.4 -1011 0. 11 gpm/sq ft 1.049" 1 0 . 710. I 0. 118 1. 0 0.0 -0.0 iolv K= 5. 60 19. 0 120 40 0 817vl 311 0.1 11.4 11. 5 2411 REF 115 19.0 1 3�If 0 0 10, 81, . 5.5 fps 12.8 12.8 PATH 7 1.68211 0 0 OTI 0.043 0.5 0.2 K= 5.32 38 .0 120 -10 0 1.0 1 8 it 0" 0.0 12.6 REF 114 19.1 11411 0 0 91811 8.3* fps 13.2 15.2 PATH 8 . 1.682.11 0 0 0" 0.091 0 , 9 , 0.5 K=. 5.35 57. 1 120 1,0 0 9, 8,1 off 0.0 12.8 - REF 113 19.5 1'�ll 0 0 1014" 11.2 fps 14 .1 14.1 PATH' 9 1.682" , 0 0 ovy 0. 156 1. 6 0.8 K=, 5.35 76. 6 120 10 0 101411 0" 0.0 13.3 REF 112 20.3 1�ll 0 0 5017" 14.11 fps 15.7 15.7 PATH 11 1. 68211 0 0 oil 0.242 12.2 1.3 K= 5. 35 96.9 . 120 10 0 5017" oil 0.0 14.4 REF 111 13,�vv 0 0 1101.1 15.4 fps 27. 9 1. 61011 0 0 off 0 .299 0.3' 96. 9 120 40 0 1 1 Oil oil 0.0 REF 110 1 0 911 14.1 fps 28'.2 1.68211 1 0 121011 0.242' 31. 1 . 1 96.9 120 10 0 12191T 911 0.3 CONTINUED 31.7 psi QueRnsburyhedical Drawing, Date: 31 .8103 10:14 REMOTE AREA #5 PAGE 4 FLOW # OF. LENGTH PRESSURE BRANCH LINE (GPM) PIPE PITS' FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT 'FITTINGS LOSS PSI/FT Pf Pv Parop, PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 91 TO A4 CONTINUED REF Al 21-�lv 0 0 218'1 5.8 fps 31.7 2.63511 0 0 Oil 0. 027 0.1 96.,9 120 10 01 21811 01' 0.0 REF A2 23,�vl 0 0 101511 5.8 fps- 31.7 2.63511 0 0 Oil 0. 027 0.3 96.9 120 10 0 10 l5vT Oil 0.0 REF A3 22,I2v' 0 0 2 v 111 5.8 fps 32.0 -2. 635'v 0 0 0" 0.027 0.1 96. 9 120 10 0 21111 off 0. 0 REF A4 96.9 gpm PATH 6 K= 17.10 32.1 psi PATH 7 FROM HYDRAULIC REFERENCE 90 TO 115 HEAD 90 - 19.0 . 1" 1 0 1' 711- 7. 1 fps 11 .5 11.5 11.5 -1011 0.11 gpm/sq ft 1-.049". . 1 0, 71011 0. 118 1.0 0.0 -10. Q 1.0 TV K- 5. 60 - 19. 0 120 AO 0 8 '711 3 If 0.1 , 11.5 -11.5 2411 REF 116 il�l, v 0 0 1-21411 2.8 fp-s 12. 6 1. 68211 0 0 OTT 0. 012 0.1 19.0 120 10 0 121411 V, 0.0 REF 115 19.0 gpm PATH 7 K= 5.32 12.8 psi PATH 8 FROM HYDRAULIC REFERENCE 92 TO 114 HEAD 92 19. 1 111� 1 0 117" 7.2 fps 11. 6 11. 6 11. 6 -1011 0. 11 qpm/sq ft 1.049" 1 0 710" . 0. 120 1. 0 0.0 -0.0 lory K= 5. 60 19. 1 120 40 0 817vv 3vl 0.1 11. 6 11. 6 24" REF 114 19.1 gpm PATH 8 K= 5.35 12.8 psi Queensbury Medical Drawing Date: 31, 8103 '10:14 REMOTE AREA #5 " PAGE 5 FLOW # OF LENGTH. PRESSURE. - BRANCH LINE (GPM) PIPE FITS FEET SUB24ARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS . PSI/FT Pf Pv Pdrap PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM..HYDRAULIC REFERENCE 93 TO '113, HEAD- 93 19.5 1" 1 0 117" 7.3 . fps 12.1 12.11 12.1 -101 _ 0.11 gpm/s'q ft 1.049" 1 - 0 710" 0. 124 1.1 0.0 -0. 0 10" K= .5. 60 J1 .5 120 40 0 8 '7" 3 0-.1 " 12.1 12.1 24 REF. 113 19.5 gpm PATH 9. K= 5.35 13.3 psi PATH 10 FROM HYDRAULIC REFERENCE 100 TO 130' HEAD 100 - 20.0 1" 1 0 116 7.5 fps 13.0 13.0 13. 0 -1" 0.12 gpm/sq ft 1'.049" 1 -0 7 ' 0" 0.130 1..1 -0.0 0.2 1'' K= 5. 60 . 20.0 120 40 0 816" 3" 0. 1 13.0 12-.8 2411 REF ,130 20.0 gpm PATH 10 K 5.31 14.2 psi PATH 11 FROM HYDRAULIC REFERENCE -94 TO 112 'HEAD 94-1 20.3 - � 1"_ L 0;_ 1 '7" _ 7. 6 fps 13. 1. 13.l 13.1 ` =10" 0. 11 gpni/sq ft 1.049" 1 ` 0 71011 0. 134 1.2 0.0 0.-0 10" K= 5. 60 - 20.3 120 40 0 8 '7" 3" 0.1 13.1 13.1' 2411 -REF .112 20.3 gpm PATH 11 K= 5.35 14.4 psi PATH 12 FROM HYDRAULIC REFERENCE 102 TO A5 HEAD 102 21,:'6 1 1 0 11911 8.1 fps 15.2 15.2 15.2 -.1" 0. 13 gpm/sq ft 1.0'49" 1 - 0 710 0.150 1.3'. 0.0. ' 0.3 1" K= ' 5. 60 - 21. 6 120 40 0 819" 3" 0.1 15.2 . 14 .9, 24" REF 139 21.7 11-1" 0 0 141011 6.3 fps 16.9 , "16.9 PATH 13 1.682" 0 0 0" - 0. 055 0'.8" 0.3 K= 5.28 43:3 120 10 0 14 ' 0" - 0'" 0.0 `16.6 .REF 138 ' 21.9 - 1' " 0 0 14' 0" 9-.5 fps -17 6 17.6 PATH 14- 1. 682'i 0 '. 0 0" 0. 116 1. 6 " 0.6 K= 5.31 65.2 120 10 0 1410" ois 0.0 17.0 .'CONTINUED 19:3 'psi Queensbury ,Med.ical Drawing:.Date 31 8103 '10:14 REMOTE AREA #5 PAGE 6 ` FLOW # OF .' - LENGTH PRESSURE BRANCH LINE. (GPM) PIPE FITS .FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn. ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER' . TOTAL . ELEVATION Pe. Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE, 102 TO- A5. CONTINUED REF 137 22". 6 11,1" 0 0 57 '2" 12:8 --fps 19.3 19.3 PATH 15' 1. 6.8211 0 0 '0" ' 0:202 11�.5 1.1 K= 5.31 87.. 9 - 120 10 0 5712" 0" 0:::0 18.2` --------------------- REF 136 12-�" 0 0 1 ' 0"•. 14-.0 fps 30.8 1.610" 1 0 810" 0.250 2 .2 87.9 120 40 0 910" 0" 0.0 " REF A5 87..9 gpm PATH 12 K= .15.28 33.0 psi PATH .13 FROM HYDRAULIC REFERENCE 101 TO 139 HEAD 101 21.7 1" -1 0 1' 9", 8.1 fps. ". 15.3 15.3 15.3 -1 _ = 0.14 gpmisq ft 1.049" 1- 0 7' 0" 0.151 1.3 0.0 0.3, 1" K= 5. 60 '21.7 120 .40 0 819" 3 0.1. 15.3 15.0 _ 2411 REF 140 DWI • 0 0 1210" 3..2 fps 16.'7. 1.682" 0 0 0", 0.. 015 0.2 :21.7 12Q 10 -0 121011 0" 0 A REF 139 , 21.7 gpm PATH 13 K= 5.-28 - 16_.9 psi PATH 14 FROM HYDRAULIC REFERENCE' 103 TO 138' HEAD' 103 21.-9 1" '1 0 119" 8.2 fps 15. 6 15. 6 `15.. 6 -1" 0.13 gpm/sq ft 1..049" 1 0 71011 0-.154 1.3 0.0 0.3 1" K=' 5. 60 21'. 9 120 40 0 $ 19" 3" ' . 0.1 * 15.6 15:3 24" REF 138 21:9 gpm PATH 14 K= 5.31 17.0 psi PATH 15 FROM HYDRAULIC REFERENCE. 104 TO. 137 HEAD 1104 22..6 - . '111 1 0 1' 9" 8.5' fps . 16-. 6, 16. 6 16. 6 ' -1" ' '0.13 gpm/sq ft 1.049 v 1= 0 7'' 0" 0. 164 1.. 4 0.0 , _ 0.3 1" K= 5. 60 22. 6 120 40 0 819" 3" 0-.1 .16.6 16.3 241F REF '137 22.6 gpm PATH 15 K-- 5.31 ' 18.2 ,psi. Job Water Required Hose Allowance Drawn By Queensbury Medical Static Pressure: 82,0 psi Pressure: 56.0 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 390 gpm Outside: 100 gpm Central Sprinkler Queensbury,NY Flow: 1210 gpm Safety Pressure: 24,8 psi (800)495.5541, 140 Remote Area:5 Date/Ldc:2002 Bay Road&ACC 120 100 Su 80 P S I 60 100 gpm hose 40 20 100 150 200 250 300 350 400 450 500 Flow(gpm) Qa6ensbury Medical Drawing.Date: 31 8103 10:14 HYDRAULIC DESIGN INFORMATION SHEET * Job Name: Queensbury Medical Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 4 Contractor: Albany Fire Protection, Inc. Telephone:* (518) 274-1405 P.O. Box 429 Avenue 1B.' Watervliet, Now York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office Building Reviewing Authorities:Town of Queensbury SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Operation 195'O, sq ft) Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 Make: Model: Area per Sprinkler 196 sq ft] Orifice: 1/2" K-Factor: 5. 60 Hose 'Allowance Inside 0gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm. CALCULATION SUMMARY 16 Flowing. Outlets gpm ,Requ-ired: 417.4 psi Required.: 64,5 @ Source WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of -Test, 2002, 1 Rated Capacity 0 gpm .1 Capacity 0 gal Static' Pres' stre 82.0 psi E Rated Pressure 0.0 psi, j Elevation 0 Residual Pres 72.0 psi Elevation 0 At a Flow of 1-210 gpm Make: Well Elevation Oil Model: Proof Flow 0 gpm. Location: Bay Road & ACC Source of Information; Queensbury Water Dept. SYSTEM VOLUME 265 Gallons Notes: Queensbury hedical Drawing Date: 31 8103 10:14 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 317 54.9 psi 1 4" Grvd 90 Ell 101 100 . 4 .026, 317 0.4 1 Pipe 4" 10x21 . 51 100 4.260 317 0.2 1 4" Flngd Dry Valve CHART LOSS 317 0.3- 1 4" Flngd Butterfly-Valve 121 120 4.026 317 0.4 1 4" Flngd Tee 201 120 4.026 317 0. 6 Hydr Ref Rl Required at BOR @ Header 317 56.8 psi 2 4" Flngd Gate Valve 21 120 , 4.026 317 0.1 1 411 Flngd Back Flow Valve Ames "20001CHART LOSS 317 2.2 , 2 411 Flngd 90 Ell 101 120 4 .026 317 0. 6 1 4" Flngd 45 Ell 41 120, 4.026 317 041 1 61' x 4" Flngd 90 Ell 141 120 6.065 317 0. 1 Elevation Change 9' 6" 4_.;.1. 'Hydf- Ref R2'.- Required .at. @ Connection to UG 317 64.0 psi 1 Pipe 61' DIx18 Cl' 52 2001 140 6.590 311 0.4 1 6" MJ 90 Ell - 01 120 6.065 317 0. 0 1 6" Flngd Gate Valve PIV 31 120 6.065 317 0.0 1 6" MJ Tee Municipal Tie-in 01 120 6.065 317 0. 0 Fixed Flow Flow Loss 100 gpm Hydr Ref RI Required at Source 417 64.5 psi Water Source 82.0 psi static, 72. 0 psi residual @ 1210 gpm 417 gpm 80.6 psi SAFETY PRESSURE 16.1 psi Available Pressure of 80. 6 psi Exceeds Required Pressure of 64.5 psi This is a safety margin of 16.1 psi or 20 of Supply Maximum Water Velocity is 18.9 fps Queensbury Medical Drawing Date: 31 8103 10:14 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path whore Flow (gpm) =, K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as ',follows: 90 .- 90 deg Ell .45 - 45 deg Ell T Tee LT Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) 1"1.85 ID'14. 87 Pe Pressure due to change in elevation . where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 X QA2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in piperise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch. tee to open head. PIPE pipe length from branch tee -to open head. FITS fitting equivalent length from 'branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0.01 psi due to accumulation of round off- Calculations conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths Queensbury Medical Drawing Date: 31 8103 10:14 REMOTE AREA #4 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET, SUMMARY TO HEAD HYD REV OUTLET SIZE' 90 45 PIPE VELOCITY Pt' Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Per - Pdrop PIPE K FACTOR PIPE C TYPE 'OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 81 TO W (PRIMARY PATH) - HEAD 81 18 .2 ill 1 0 11-611 6.8 fps. 10.7 10.7 10.7 -111 0i12 gpm/sq ft 1.04911 'l 0 710tv 0.109 0.9 0-.0 0.2 lit K= 5. 60 18.2 120 40 0 81611 311 0. 1 . 10.7 10.5 2411 REF 146 18 .3 13WI 0 0 101011 5.3 fps 11. 9 11.9 PATH 3 1.68211 0 0 oil 0. 040 0.4 0.2 K= 5.30 - 36.4 -120 10 0 10' ovy 0" 0. 0 11.7 REF 145 18 .3 11,�Il 0 0 10 , 01, . 8.0 fps 12.3 12.3 PATH 2 1.68211 0, 0 oil 0. 084 0.8 0.4 K= 5.30 54.7 120 10 0 10V0!, 0" 0.0 11.9 3 REF 144 18.7 1"�Il 0 0 121011 10.7 fps 13.2 13.2 PATH 4 1.68211 0 0 off 0.145 1.7 0.8 K= 5.30 73. 4 120 10 0 1216" ovy 0. 0, 12.4 REF 143 19. 6 1;,�ll 0 0 1210" 13. 6 fps 14 .9 . 14.9 PATH 5 1.68211 0 0 01v 0.224 2.7 1.2 K= 5.31 93.0 -120 10 0 121011 oil 0.0 13.7 REF 142 21. 1 11-�Il 0 0 5214" 16.6 fps 17. 6 17.6 PATH 14 1. 682" 0 0 0" 0.327 17.1 1.8 K= 5.31 114.1 120 10 0 521411 Oil 0.0 15.-8 REF 141 1�Il 0 0 1 1 0" 18.2 fps 34.7 1. 6lov, 1 0 8 1 ovy 0.405 3. 6 114 . 1 120 40 0 910" .01, 0.0 REF A5 203.3 2'�lv 2 0 50, 101, 18.9 fps 38. 4 38.4 PATH 6 2.635" 0 0 12v0II 0.244 15.3 0.0 K= 32 .82 317 .4 120 10 0 62110" 0f, 0.0 38.4 REF A6 411 1 0 20141T 7.2 fps .53-.7 4.26011 1 0 3010'v 0.024 1.2 317.4 -120. 10 0 50 1-411 0" 0.0 - REF W 3f7.4- gpm - PATH 1 K= 42.84 54.9 psi Queensbury Medical Drawing ,Date: 3/ 8103 10:14 „ -REMOTE-AREA #4 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS. ' .„ FEET SUMMARY TO HEAD HYD REF' OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop _PIPE K FACTOR PIPE C TYPE OTHER - ' TOTAL ELEVATION Pe - Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 82 .TO 145 HEAD 82 18 .3 111- 1 0 1 ''6" . 6.9 fps 10.-9 10.9 10.9 =1" 0.12 gpm/sq ft 1.049" -1 0 7 ' 0 .0.110 0.9 0.0 0.2 1" K= 5. 60 18 .3 120 40, 0 816" 3" 0.1 10.9 10.7t " 24" REF 145 .18.3- gpm PATH 2 K= 5.30 11,. 9'psi , PATH 3."'FROM HYDRAULIC REFERENCE 80 TO 146 HEAD 80 18 .3 .1" 1 0 112" 6.9 fps 10:9 10.9 10. 9 -1" 0:12 gpm/sq ft 1.049" 1 0- 710" 0. 110,' 0.9 0.0 K= 5. 60 18.3 120 40 0 812" 3" 0. 1 10.9 10.7 24" REF 147 1;-�" 0_ 0 5'7!' 2.7 fps 11. 9 1. 68.211 0 0 0" 0.011 0.1 18 .3 120 10 0 517" 0" 0.0 REF 146 18.3 gpm _PATH 3 K 5.30 11.9 psi '--PATH 4 FROM HYDRAULIC REFERENCE 83 TO 144 - " HEAD 83 18 .7 1"' 1 0 1' 6" :7:.0 fps 11.3 11.3 11.3 -1" 0.12 .gpm/sq. ft 1.049 1 0 Vol, 0.115 1.0 0.,0` 0.2 1" K= 5: 60 18 .7 120 4.0 0 816" 3" 0.1 11:3 11. 1 2411, REF 144.' 18.7 gpm PATH 4 "' K= 5.30 12.4 psi PATH-5 FROM HYDRAULIC REFERENCE 84 TO 143 HEAD 84 19. 6 1" 1 0 116" 7.4 fps 12.5 12:5 12.5 -1" 0.11 gpmisq ft 1..049" 1' 0 710" 0.126 1.,1' 0.0 .0.2 1" K= 5. 60 . - 19. 6 120 40 : 0 816"- 3" 0.1 12.5 12.3 24" REF "143 19.6 gpm PATH 5 K= 5.31 13.7 psi -Queensbury Medical Drawing Date: 31 8103 10:14 REMOTE AREA #4 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt- Pn - ' ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 76 TO AS HEAD 76 - 19. 6 ill 1 0 11" 7.3 fps 12.2 12.2 12.2 -10" 0.10 gpm/sq ft 1.04911 - 1 0 71011 0.125 1.0 0.0 -O.o 1011 K= 5. 60 19. 6 120 40 0 711111 311 0.1 12.2 12.3 2411 REF 127 19. 6 13 0 0 12 1 0"' 5.7 fps 13. 6 13.6 PATH 7 1. 68211 0 0 oil 0. 045 0.5 0.2' 5.33 39.2 - 120 1,0 O 121011 OTT 0.0 13.3 REF 126 19.8 11 11 0 0 1410"' 8. 6, fps 14. 1 14.1 PATH 9 1. 682" 0 0 oil 0.097 1.4 0.5 K= 5.36 59. 0 120 10 0 14v0ll oil 0.0 13. 6 REF 125 20.5 11,111 0 0 1A 1,0 11. 6 fps 15.5 15.5 PATH 12 1.68211 0 0 off 0.168 2.3 0.9 K= 5.36 79.5 120 10 0 141011 off 0. 0 14-. 6 REF 124 21.7 1'�ll 2 0 491-91' 14.8 fps 17.8 17.8 PATH 15 1.682" 0 0 81011 0.262 15. 1 1.4 K= 5.36 101.2 120 10 0 5719111 911 0.3 16.4 REF 123 1;,�ll 0 0 1'0" 16.1 fps 33.3 1. 6101, 1 0 81011 0.324 2. 9 101.2 120 40 0 -9 1 Oil oil 0.0 REF,A3 102. 1 21�11 0 0 2!1" 12. 1 fps 37.2 37.2 PATH 8 2. 63511 0 0 011 0.107 0.2 1.0 K= 16.75 203.3 120 10 0 21-111 - OTT 0.0 36.2 REF A4 21�ll 0 0 9131T 12.1 fps 37.4 2.63511 0 0 oil 0.107 1.0 203.3 120 10 0 9! 311 oil 0. 0 REF AS 203.3 gpm PATH 6 K= 32.82 38.4 psi .Queensbury Medical Drawi-ng Dater 3/ 8103 10:14 REMOTE AREA #4 PAGE 4. FLOW # OF` LENGTH 'PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE_ 90 45 - PIPE VELOCITY' Pt Pt Pn ELEV ID T IT' 'FITTINGS - LOSS- PSI/FT- Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE . OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7, FROM .HYDRAULIC' REFERENCE 75 TO 127 HEAD 75 19. 6, 1" 1 0 11" 7.4 -fps 12.3 12.3 12.3 -107 0.10 gpm/sq-ft 1.04911. 1 '0 71011 0.126 1.0 . 0.0' _0.0 , 10" - K= 5:60- 1.9. 6 120 40 0 7111" 3" 0.1 12.3 12.3 24" REF 128 121:2" 0 0 121-0" 2.9 fps 13.A -1.682" " 0 0 0" 0.013 0.2 19. 6 120 10 0 12 '0" 0" 0.0-- REF 127 19.6 gpm PATH 7 K= 5.31� - 13. 6 psi PATH 8' FROM HYDRAULIC REFERENCE 71 TO A3 HEAD 71 19.8 1" 1 0 11211. 7.4 fps 12.5 12.5 .12.5 -10" 0.10 gpm/sq 'ft 1.Ov49" 1 0 7 ' 0" 0.127 _ 1. 0 0.0 -0.0 - 10" . K= 5.:60 19.8 120 ,40 - 0 8 '2" 3" 0.1 12.5 12.5 24" REF '121 19.8 1&.i" 0 0 11210,115.8 fps 13.8 13.8 PATH 10 ., • %. 1::682" 0 O 0" 0.046 0.6, -0-.2• -K= 5.33 39. 6 120 100 12''0" 0" 0:0 13:6. REF. 120 20.0 1'�" ' . 0 0 141,0" 8.7 fps 14 .4 - 14.4 PATH 11 1.682" 0 0 , 0" 0. 098 1,4 0.5 K= 5.36 55. 6 120 10, 0' "'' 14 ' 0 0" 0.0 13.19 REF 119 20.7 111z" 0 0 14 ' 0v` 11.7 fps - 15. 8- 15.8 PATH ,13` 1. 682" '- 0, 0 0" • 0.171 2. 4 0.9 K= 5.36 80.2. 120 10 0., 1410" 0" 0.0 14.9 _ REF 118 21.`9• < 9 14.9 fl?s 18'.2 ' 18..2 . � 1'�"', 2 0 49'` " PATH 16 1. 682" 0 0 810" 0.267 15-.4 1.5 K= 5.35 102. 1 120 10 . '0 . 5719 9" 0.3 16.7 REF 117 1;i�" 0 0 1'0" .16.3 fps 33. 9 1.610 ' 1 0 810" 0.330, . 3.0 102. 1 120 40 0 9101v 0" 0_0 CONTINUED .36.8 psi :Queensbury Medical Drawing Date: ,, 3/ 8/03 10:14 , REMOTE AREA #4 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) : , PIPE. FITS - FEET SUMMARY 'TO HEAD HYD REF OUTLET SIZE- 90 45 PIPE VELOCITY Pt , Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE. K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe, Pn Phead FITS - PATH 8 FROM HYDRAULIC REFERENCE 71 TO A3 CONTINUED REF A2 21-i" 0 0 10-1:5" 6.1 fps 36.8 2.635" 0 . 0 0" 0.030 0.3 102.1 120 10 0 10'5il, 0" 0.0 REF A3 102.1 gpm PATH-8 K= 16.75 ' 37.2 psi - PATH 9 FROM HYDRAULIC REFERENCE 77 TO 126- HEAD 77 19. 8 , i" 1 . 0 1_i" 7A -fps 12.5 12.5 12-.5 -10" 0.10 gpm/sq_ ft 1.049 L 0 7.10" 0.,12;8 1.0 - 0.0 - 0'.0 10" K= 5. 60 19.8 120 40 0 7 !11'i 31v: 0. 1 12.5 12.5 24" REF 126 19 A gpm PATH -9 K= 5.36, 13.6 psi. PATH 1Q FROM HYDRAULIC REFERENCE' 70 TO 121 ' 'HEAD .70' €19.$' 17 L" 0. 11211 7.4 fps 12.5 12.5 12.'5 -10" " 0.10 gpm/sq ft 1.04911 1- . 0, 7 ' Oil 0.12.8 1.0 0.0 0.0 1011 . K= 5. 60 19. 8 120-- 40 0 812 3" 0.1 12.5 12.5- 2411 REF 122 1&�" 0 0 12' 0" 2.9 fps 13.7 1.68211, 0' 0 0" 0.(713 0'.2 k 19. 8 120 10 0 -12 ' Oil 0" 0.0 REF 121 19.8 gpm PATH 10 K= 5.33 - 13.8 psi PATH 11 .FROM HYDRAULIC' REFERENCE 72 TO. 120 HEAD 72 -20. 0 1" 1 " 0 1 2;" 7.5 fps - 12.7 12.7 -12-.7 -1011 0.10 gpm/sq ft 1.049 1 4 7 ' Oi' 0. 1,30 1. 1- 0.0 0.0 10 K= 5.60 20.0 120 40 . 0 81211 -3" 0.1 12.7 12.7 24" REF 120 20.0` gpm PATH 11 K=, 5.36 13.'9 psi Queensbury Medical Drawing Date: 3/ 8J03 10:14 REMOTE AREA #4 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS . FEET SUMMARY TO .HEAD HYD REF OUTLET SIZE. : 90 45 PIPE 'VELOCITY Pt, Pt . Pn ELEV ID T LT FITTINGS' LOSS- PSI`/FT Pf Pv Pdrop PIPE K FACTOR PIPE C- TYPE : OTHER TOTAL ELEVATION Pe Pn Phead-FITS PATH 12 FROM HYDRAULIC REFERENCE 78' TO 125 - _ HEAD' 78 20.5 1" 1 -0 11"_ 7.7 fps 13.4 13.4 13.4 -10" 0.10 gpm/sq ft 1.'049" 1 -0 710" 0.136 1. 1 _0.0 0.0 1011 . K= 5. 60 - .20.& 120 4:0 0 7111" 3" 0.1 13.4 13.4 24" REF ,125 20.5 gpm PATH 12 ;K= 5.3.6 14.6 psi PATH'13 FROM HYDRAULIC REFERENCE 73 TO 119 HEAD 73 20.7 1" 1 0 , 112 -7.7 fps 13. 6 13. 6 13. 6 -10" 0.11 gpm/sq ft 1.049 1, 0 7 ' 0" 0.138 1.1 0.0 0.0 10 K= 5. 60 20.7 120, 40 0 81211 3 0.1 13.6 13. 6 24" REF. 119 ' 20.7 gpm PATH 13, K= 5.36- 14.9 psi PATH 14 FROM HYDRAULIC REFERENCE...85 TO 142 -HEAD .85, 21 I ' ' 1", ' 1" 0' 1' 6" 7.9 fps 14 .4 ,_ 14.4.:° 14,4' -i 0.14 gpm/sq ft ' -1-.0491" 1 0 7 1 0-" 0. 143. 1.2 0 0 0.3 1" ' K= 5..6.0 21 :1 120 40 .0 -81,6" 3" 0.1 14.4 14.2 _ 24" REF. 142'. 21:1 gpm PATH 14 K= 5.31 . 15 8 :psi PATH, 15 FROM HYDRAULIC REFERENCE '79 .TO 114 •-. HEAD 79 - 21.7 1" 1 0 11" 8.1 fps 15.1 15.1 - 1`5.1 -10" 0.11 gpm/sq ft 1.049" 1 . 0 7 '.0" 0. 151 1.2 0.0, 0.1 10" K= 5. 60 2.1.7, '120 40 0 7'11" 3" 0..1 . 15.1 . 15.-0 24" REF 124 . 21.7 gpm PATH 15 'K= '5.36 16.4 psi 1 • Queensbury Medical Drawing- Date: 3/ 8103 10:14 REMOTE AREA .#4 PAGE 7 FLOW # OF LENGTH . . PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead _FITS PATH 16 FROM HYDRAULIC REFERENCE 74 TO 118 HEAD 74 21. 9 1" 1 0 11211 8.2 fps 15.3 15.3 15.3 -10" 0.11 gpm/sq ft 1.049" 1 0 710" 0.154 1.2 0.0 0.1 loll K= 5. 60 21.9 120 40 0 81211 3" 0. 1 15.3 15.3 24" REF 118 21.9, gpm PATH 16 K= 5.35 16.7 psi Job Water Required Hose Allowance Drawn By Queensbury Medical Static Pressure: 82.0 psi Pressure: 64.5 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 417 gpm Outside: 100 gpm Central Sprinkler Queensbury,NY Flow: 1210 gpm Safety Pressure: 16.1 psi (800)495.5541 Remote Area:4 DatelLoc,2002 Bay Road&ACC 140 120 100 80 Su P S . I 60 100 gpm hose 40 20 EE 100 150 200 .250 300 . 350 400 450 500 Flow(gpm) _Qpeensbury Medical Drawing Date: 2128103 11:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Queensbury Medical Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 3 Contractor: Albany Fire Protection, Inc. Telep4one: (518)274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office Building Reviewing Authorities:Town of Queensbury SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY Area of- Sprinkler Operation 1950 sq� ftj Sprinkler or Nozzle - - -- Density (gpm/sq ft) 0.100 Make:REL Model:FlFR Area per Sprinkler 189 sq ftj Orifice: 1/2" K-Factor: 5. 60 Hose Allowance Inside , 0 gpm Temperature' Rating:155 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 527.4 psi Required: 74.3 @ Source WATER SUPPLY Water Flow Test I Pump Data Tank or Reservoir Date of Test, 2002, Rated Capacity O ,gpm Capacity 0. gal Static Pressure 82.0 psi Rated Pressure 0.0 psi ' l Elevation 0 Residual Pres 72.0 psi Elevation 0 At a Flow of 1210 gpm Make: Well Elevation Oil Model: Proof Flow 0 gpm Location: Bay Road & ACC Source of Information: Queensbury Water Dept. SYSTEM VOLUME 301 'Gallons - Notes: Queensbury Medical Drawing. Date: 2128103 11:19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH' C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 427 61.3 psi 1 4" Grvd 90 Ell 101 100 4.026 427 0.8 1 Pipe 4" 10x21 51 100 4 .260 427 0.3 1 4" Flngd Dry Valve CHART LOSS 427 0.3 1 4" Flngd Butterfly Valve 121 120 4.026 427 0. 6 1 41' Flngd Tee 201 120 4.026 427 1. 1 Hydr Ref Rl Required at Bottom of Riser @ He 427 64.4 psi 2 4" Flngd Gate Valve 21 120 4.026 427 0.2 1 4" Flngd Back Flow Valve Ames "2000 CHART LOSS 427 3.3 2 4" Flngd 90 Ell 101 120 4.026 427 1. 1 1 4" Flngd -45 Ell 41 120 4.026 427 0.2 1 6" x 4" Flngd 90 Ell 141 120 6.065 - 427 0.1 Elevation Change 9' 6" 4. 1 Hydr Ref R2 - Required ,at @ Cohnection to UG 427 73.5 psi 1 Pipe 6" DIx18 Cl 52 2001 140 6.590 427 0.7 1 6" MJ -90 Ell . 01 120 6.065 427 0. 0 1 6" Flngd Gate' Valve PIV 31 120 6.065 427 0..0 1 6" MJ Tee Municipal Tie-in 01 120 6.065 427 0.0 Fixed Flow Flow Loss 100 gpm Hydr Ref Rl Requi red at Source 527 74.3 psi Water Source 82.0 psi static,,. 72.0 psi residual @ 1210 gpm 527 gpm 79.8 ,psi SAFETY PRESSURE 5.6 psi Available Pressure .of 79.8 psi Exceeds Required Pressure of 74.3 psi This is a safety margin of 5.6 psi or 7 % of Supply Maximum Water Velocity is 17.3 fps Queensbury hedical Drawing Date: 2128103 11:19 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpM) = K x -\/P SIZE Nominal size of �pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T Tee LT Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting whore Pf 1 x .4.52 x (Q/C) ^1 . 85 ID^4 .87 .Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2-/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary -by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition.: , - - Velocity Pre*ssures, are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Queensbury Medical Drawing Date: 2128103 11:19 REMOTE AREA #3 PAGE I FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY - TO READ HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) HEAD 5 ll 1, ,1 18. 6 i 0 117" 7.0 fps 11.0 11.0 11.0 -11 0.11 gpm/sq ft. 1.049" 1 0 51011 0.159 1.0 0.0 -b.o ill, K= 5. 60 18 . 6 100 40 0 61711 311 . 0.1 11.0 11.0 1711 REF 74 18. 6 1 3,1 IV 0 0 11 1 4'v 5.4 fps 12. 4 12.4 PATH 2 1. 68211 0 0 Oil 0.058 0'.7 0.2 K= 5.30 3 7.2 100 10 0 111411 Oil 0.0 12.2 REF 73 18 . 9 11_�Il 0 0 91411 8.2 fps 13,. 0 13.0 PATH 3 1. 68211 0 0 OIT 0. 123. 1.1 0.4 K= 5.33 56.1- 100 10 0 91411 . 011 0.0 12. 6 REF 72 19.5 13WI 0 0 '81101, 11.0 fps 14.2 14.2 PATH 4 1.68211 0 0 oil 0.214 1A 0.8 K= 5.33 75. 6 100 10 0 8i10vy Oil 0.0 13.3 REF 71 20.5 11-11, 0 0 1019" 14.0 fps 16.0 16.0 PATH 5 1.68211 0 0 Oil 0.333 3. 6 1.3 K= � 5..33 96. 0 .,100 .10 0 10 1 9VI oil 0.0 14.7 REF 70 22.4 . �1ll 0 0 521911 17.3 fps 19. 6 19.6 PATH 13 1.68211 1 0 51911 0. 491 28 .7 2.0 K= 5.33 118.5 100 10 0 5816'v OTT 0. 0 17.7 REF Al 411 0 0 121311 2.7 fps 48.4 4.26011 0 0 oil 0.005 0.1 118.5 1010 10 0 12 1 31y 0" 0.0 REF A2 111. 8 411 0 0 418" 5.2 fps 48 .4 48.4 PATH 8 4.26011 0 0 off 0.018 0.1 0.2 K= 16. 10 230.3 100 10 0 41811 off 060 48.2 REF A3 109. 8 411 0 0 10.121T 7.7 fps 48 .5 48.5 PATH 6 4.260,, 0 0 0" 0.037 0.4 0.4 K= 15. 83 340.1 100 10 0 101211 off 0. 0 48.1 CONTINUED 48.9 psi Queensbury Medical Drawing Date. 21R,8103 11:19 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH .LINE (GPM) PIPE FITS' FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45' PIPE -"VELOCITY Pt. Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Ph Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY. PATH) CONTINUED REF A4 87.3 , 4" 5 0; 8316" 9.7 , fps 48.9 48.9 - PATH 17 4,260" 1 0 5010" 0. 057 7. 6 0.6 K= 12.57 427.4 100 10 0 1331511 ` 1111" 4. 8 48..3 REF W . 427.4 gpm PATH 1 K= 54.58 61.3 psi PATH 2 'FROM HYDRAULIC REFERENCE 50 TO 74 . HEAD.. 50 18. 6 1 1- 0 1.'7" 7.0 fps' 11.0 11.0 11.0 -11" .0.11. gpm/sq ft 1.049" 1 .0 5101 0.160 1.0 0.0 -0.0 lilt K= 5. 60 1$ .6 100 40 0 617," 3 0. 1 11.0 11.1 17" REF 75 1',�" 0 0 1014" 2.7 fps 12.2 ' 1.682" 0 0 0." 0. 016 0.2 ' ,18 . 6 100 10 0 10'-4" 0" 0.0 REF 74 .18.6 gpm PATH 2 . K= 5.30 12.4 psi PATH 3, FROM HYDRAULIC REFERENCE 52 TO 73 HEAD 52 18. 9 l" 1 0 11.7 7..1 fps 11.4 11.4 11.4 -11" ' 0.1.0 gpm/sq ft 1.049" 11 0 510" 0. 164 . .1.1 0.0 -0.0 11" ' K= 5. 60 1.8 :9 100 40 0 61711 3" 0-.1 . 11 A 11.4 ' 17" REF 73 18.,9 gpm PATH 3 K= 5,33 12.`6 psi PATH 4 FROM HYDRAULIC REFERENCE 53 TO 72 HEAD 53- 19.5 -1" 1 0 117" 7.3 fps 12.1 12=.1 12.1 -11" 0.11 gpm/sq ft 1.049 IT, 1 '0 510 IT 0.174 1.1 0.0 0. 0 11 K= 5. 60 19.5 100 40 0 617" 301 . 0.1 12.1 12.1 17" REF 72 19.5 `gpm - PATH 4 - K= 5.33 13.3 psi Queensbury Medical Drawing Date: 2128103 11:19 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET _SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 54 TO 71 HEAD 54 20.5 111 1 0 1T711 7.7 fps 13.4 13.4 13.4 -1111 0.12 gpm/sq ft 1*-049" 1 0 510TY 0. 190 1.2 0.0 0.0 ill, K= 5. 60 20.5 100 40 0 617" 311 0.1 13.4 13.3 1711 - REF 71 20.5 gpm PATH 5 K= 5.33 14.7 psi PATH 6 FROM HYDRAULIC REFERENCE 61 TO A3 HEAD 61 21.0 ill 1 0 116" 7.9 fps 14 .1 14.1 14.1 -11" 0.14 gpm/sq ft 1.049" 1 0 510?l 0. 199 1.3 0.0 0.1 11" K= 5. 60 21.0 10040 0 6'-6" 311 - 0.1 14.1 14.0 17"' ,REF 85 11�11 0 0 121011 3. 1 fps 15.5 1-68211 0 0 off 0.020 0.2 21.0 100 10 0 1210'v oil 0.0 REF 84 21.0 11�Il 0 0 121411 6.1 fps 15.7 . 15.7 PATH 7 = 1. 68211 0 0 Oil 0. 072 0.9 0.2 -K= 5.34 42. 0 100 10 0 121411 oil 0.0 15.5 REF 83 21.4 0 0 1214" 9.2- fps 16. 6 16. 6 PATH 10 1. 682" 0 0 oil 0. 154 1.9 0.6 K= 5.34 63.4 100 10 0 1214T' oil 0.0 16.0 REF 82 22.2 11-11, 'o 0 151711, 12.5 fps 18.5 18.5 PATH 12 1.682" , 0 0 oil 0.269 4 .2 1.0 K= 5.30 85.5 100 10 0 1517" off 0.0 17.5 REF 81 24.3 13 0 0 53110" 16.0 fps 22.1 - 22.7 PATH 15 1.68211 1 0 5T911 - 0.427 25.4 1.7 K= 5.30 109.'8 100 10 0 5916" of, 0.0 21.0 REF A3 109.8 gpm PATH 6 K= 15.83 48.1 psi Qu6ensbury Medical Drawing.Date: 2128163 11:19 REMOTE AREA #3 - PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET" SIZE 90 45 . PIPE VELOCITY Pt ' Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR. PIPE C TYPE OTHER TOTAL ELEVATION Pe Pin Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 62 TO- 84 HEAD 62 21.0 ill 1 0 11111 7. 9 fps 14.1 14.1 14.1 -1111 0.14 gpm/sq ft 1.049" 1 0 5101v 0.200 1.2 0.0 0. 1 lilt K= 5. 60 21. 0 100 40 0 61111 3" 0.1 14.1 14 .1 1711 REF 84 21.0 gpm PATH 7 K= 5.34 15.5 psi PATH 8 FROM HYDRAULIC REFERENCE 57 TO AZ HEAD 57 21.3 ill 1 0 1' 611 8.0 fps 14. 6 14. 6 14 . 6 -11'v 0. 14 gpm/sq ft 1.049" 1. 0 5101T - 0.205 1.3 0.0 0. 1 ilyl K= 5. 60 21.3 100 40 0 61611 311 0. 1 14.6 14.5 1711 2 REF 79 21.3 1'�ll 0 0 1210'1 6.2 fps 16.3 16.3 PATH 9 1- 682" 0 0 off 0.074 0. 9 0.3 K= 5.29 42.7 100 10 0 12101v Off 0.0 16.0 REF 78 21.7 1;�vl 0 0 141011 9.4 fps 17.2 17.2 PATH 11 1. 68 2 0 0 off 0. 159 2.2' 0-,. 6--- . K= 5.33 -. 64 .3 100 10 0 141011 Off 0.0 16.6 REF 77 22. 8 0 0 14" 0ll 12.7 fps 19. 4 19.4 PATH 14 1. 68211 0 0 off 0.278 3.9 1.1 K= 5.32 87.1 100 10 0 1410" - oil O.R 18.3 REF 76 24.7 1;.211 0 0 5019" 16.3 fps 23.3 23.3 PATH 16 1.68211 1 0 51911 0.442 25.0 1.8 K= 5.32 111. 8 100 10 0 5616" oil 0. 0 21.5 REF A2 111.8 gpm PATH 8 K= 16.10 48.2 psi PATH 9 FROM HYDRAULIC REFERENCE 56 To 79 HEAD 56 21.3 ill 1 0 11611 8.0 fps 14 . 6 14 -6 14 . 6 -11" 0.14 gpm/s-q ft lz.049" 1 0 51011 0.205 1.3 0.,0 0.-1 ill, K= 5. 60 - 21.3 1-00 40 0 616" 3 0.1 14.6 14.5 1711 CONTINUED 16.0 psi Queensbury Medical Drawing Date: 2128103 11:19 REMOTE AREA #3 PAGE 5' FLOW # OF LENGTH PRESSURE BRANCH LINE .(G].7M) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt- Ph ELEV I.D T LT FITTINGS LOSS PSI/FT ' Pf Pv Pdrop PIPE . K FACTOR PIPE C TYPE OTHER. TOTAL ELEVATION Pe Pn .' Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 56 TO 79- CONTINUED REF. 80: Pill 0 0 121011 3.1 fps 16.0 1.6.82 - 0 0 0".. 0.021 0.2' 21.3 100 10 0 121 0" 041 0.0 REF 79 21:3 gpm PATH 9 K= 5.29 16.3 psi- PATH `10 FROM HYDRAULIC REFERENCE 63 'TO .83 HEAD 63 21.4 ill 1 0 . 1 'ill 8.0 fps 14.7 14.7 14.7 -11" 0.14 gpm/sq ft 1.049" 1 0 510 0.206 1.3 ' 0.0 0.1 1111 K= 5. 60 . 21.4 100 40 0 6' 1" 3" 0.1 14.7 14 . 6 17" REF 83 21.4 gpm PATH 10 K= 5.34 16.0 psi- PATH 11' FROM HYDRAULIC REFERENCE 58 TO -78 HEAD 'S8., 21.7, ill L `. 0' 1' 6" 8.1 fps 15,.1 . 15.1' 15'.1 -11" 0. 14 . gpm/sq` ft 1.04.9" 1 - 0 5' 0 0.2,12 1.4' .0.0 0.1 1.1" K= ' 5. 60 . 21.7 100 40 0 616" 311. 0.1 -15.1 15.0 1711 REF '78 21.7 gpm PATH 11 K= 5.33 16. 6 psi PATH 12 FROM HYDRAULIC REFERENCE 64'T0 82 -HEAD 64. 22.2' - ill 1 0 2 '1" 8.3 fps 15.,8 , ' 15.8 15.8 -11" . 0. 13 gpm/sq. ft 1.049" l 0 51,0" 0.221 1. 6 0.0 0.1 11" K= 5. 60 22.2 100 40 0 - -711" 311 0.1, 15:8 15.7 17" REF .82 .22.2 gput PATH 12, K= 5.30 17.5 psi Queensbulry .Medical Drawing Date: 2128103 11.19, REMOTE AREA #3 - PAGE 6 FLOW # OF LENGTH PRESSURE' BRANCH 'LINE (GPM) .PIPE FITS FEET SUMMARY . TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt- - , Pn EI&m ID ,.T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH-. 13 FROM HYDRAULIC REFERENCE 55 TO 70 HEAD 55 22.4 1" 1 0 11 3'" 8-.4 fps 16.1 16.1 16.1 -.1111 0.15 gpm/sq ft 1.049" 1 0 51011 . 0.225 1.4 0.0 .0.1 1111 , K= 5.60 22.4 10.0 40 0 61311 3" 0.1 16.1 .16.0 17" REF 70' 22..4 'gpm PATH 13 K= 5.133 17.7 psi PATH .14 FROM HYDRAULIC REFERENCE 59 TO 77 HEAD. 59 22.8 1" 1* 0 116" 8.5 fps -16.7 : 16.7- 16.7. -11" 0.15 gpm/sq ft 1.049" 1 0 -5' 0" 0.232 1.5 0..0 0.1 , 11" , K= 5. 60 22:8 100 40 - 0 61611 311- 0.1, 16.7 16. 6- 17" REF 77 22.S gpm PATH 14 K= 5.32 18.3 ,psi PATH ,15 FROM HYDRAULIC REFERENCE 65 TO 81, - HEAD :65 24.3 1'► '. 1` 0 2 '-11' 9.1-fps - 19.0 '19.0- . 19:0 : :�11' 0..14 gpm/s'q ft 1.049" _ _ 1 0 510"1 0.261 1. 9 0:-0 0.2 11" . K= 5. 60 24,.3 100 40 0 71111 3" 0.1 19.0 18.8` 17" :REF 81 24.3 gpm - PATH 15 K= 5.30 21.0 psi PATH 16 FROM HYDRAULIC REFERENCE 60 TO 76 HEAD 60 24.7 1" 1 0 11 6" 9.3 fps' 19,T 19.7 19.7 -11" 0.16' gpm/sq ft 1.049 1 0 5' Or► 0 6*2,69' 1.7 0.0 0:2 1111 , K= 5:60 24.7 100 40' 0 6' 6li 311 0.1 19.7 19.4 17 REF 76 24.7 gpm PATH 16 K= 5.32 21.5 psi Queensbury ,Medical Drawing Date-: 2/28/03' 31:.19' .REMOTE AREA #3 PAGE 7 FLOW '- # OF LENGTH , PRESSURE BRANCH'LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET " - SIZE 90 45 PIPE VELOCITY Pt. Pt Pn ELEV ., -ID T .LT FITTINGS. LOSS. PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE- C TYPE - OTHER , TOTAL 'ELEVATION. Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE 67 TO A4 HEAD 67 29.0 1" 1 0 2'41' -10.9 fps 27.2 . 27.2 27.2 -11" 0.19 gpmisq it 1.049" i 0 5'0" 0.362 2..7,. 0.0 0.5 11" K= 5. 60 29.0 100 40 0 714" 3" 0. 1 27.2 26.8 17" REF 87 , 29.1 0 0 910" 8.5 fps 30.4 30.4 PATH 18 1.682" .0 0. 0" 0. 131 1.2. 0.5 K= - 5.-27 58 .1 100 10 0 9' 0" 0" 0.0 30.0 REF $6 29.3 1'�L" 0 0 53' 10" 12.7 -fps. 31. 6 31. 6 PATH. 19 1. 682" 1 0 5'9" 0.280 16. 6 1.1 K= 5.30 87 3 100 10 0 5916" 0" 0 0 30.6 REF A4 87.3 gpm . PATH 17 K= 12,.57 48.3,psi: PATH 18 FROM HYDRAULIC REFERENCE 66 TO 87 HEAD 66 29._1 1" 1 0 213 10..9 "fps 27..5. 27.5 27.5 '-11" 0.i7- gpm/sq ft . 1.049" 1 1:° 0 .51011 0-.365 ' 2. 6. 0.-0 0.5 11" K 5. 60 29.1 100;4.0 : 0, 7,211- 3" 0.1 27.5 27.0 17" . REF 88 11-1" 0 0 6' 8" 4.2 fps 30.2 1.682" 0 0 0" 0.037 0.2 29.1 . ,100. 10 0 61811 , o" 0.10 REF 87 29.1 gpm PATH 18 K= - 5.27 30.4 psi. PATH 19 FROM HYDRAULIC REFERENCE 68 TO.86 HEAD 68 29..3 1" 1 0 2 '3." 1'1.0 - fps -27-.8 27.8 27.8 -1.1" 0.17 gpm/8q ft 1.049" . 1 01 0 Tv 0.369 2-.7 0.0 0.5 - 1.1" K= 5. 60 29.3 100 40 0 71211 . 3" 0.1 27.8 27.3' 17 REF 86 29.3. gpm PATH 19 K= 5'.30 30.6 psi.. Job Water Required Hose Allowance Drawn By Queensbury Medical. Static Pressure: 82.0 psi Pressure: 74.3 psi Inside: 0 gpm SprinkCAD,' Bay Road , Residual Pressure: 72.0 psi Total Flow: 527 gpm Outside: 100 gpm Central Sprinkler Queensbury,NY Flow: 1210 gpm Safety Pressure: 5.6 psi (800)496.5541 Remote Area:3 DatelLoc:2002 Bay Road&ACC 140 120 100 80 Su ply P 100 qpm hose I 60 40 20 150 225 300 375 r 450 525 . 600 675 750 Flow(gpm) Queensbury .Medical Drawing Date: 2125103 17:26 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Queensbury Medical Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 2 Contractor: Albany Fire Protection, Inc. Telephone: (518)274-1405 P.O. Box 429 Avenue IBI Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office Building Reviewing Authorities:Town of Queensbury . SYSTEM DESIGN Code:NFPA 13, Hazard:Light -System Type:DRY Area of. Sprinkler Operation 1950 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 Make: Model: Area per Sprinkler - 130- sq ftj Orifice:1/21' - K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 100 gpm ' I CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 509.7 psi Required: 74.6 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test. 2002 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 82.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 72.0 psi I Elevation 0 1 - At a Flow of 1210 gpm I ' Make: I Well Elevation oil I Model: I Proof Flow 0 gpm Location: Bay Road & ACC Source of Information: Queensbury Water Dept. SYSTEM VOLUME 232 Gallons Notes: Queensbury .Medical Drawin'g Date: 2125103 17:26 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 410 62.3 psi 1 4" Grvd 90 Ell 101 100 4.026 410 0.7 1 Pipe 4" 10x21 5' 100 4 .260 410 , 0.3 1 4*" Flngd Dry Valve CHART LOSS 410 0.3 1 4" Flngd Butterfly Valve 121 120 4.026 410 0. 6 1 4" Flngd Tee 201 120 4.026 410 1.0 Hydr Ref Rl Required at Bottom of Riser @ He 410 65.2 psi 2 4" Flngd Gate Valve 21 120 4.026 410 0.2 1 4" Flngd Back Flow Valve Ames "2000 CHART LOSS 410 3. 1 2 4" Flngd 90 Ell 101 120 4.026 410 1.0 1 4" Flngq 45 Ell 41 120 4.026 410 0.2 1 6" x 4" Flngd 90 Ell 14' 120 6.065 4101, 0.1 Elevation Change 9' 6" 4 . 1 Hydr. Ref R2 Required at @ Connection to UG 410 73.9 psi 1 Pipe 6" DIx18 Cl 52 2001 140 . 6.590 410 0.7 1 6" MJ 90 Ell 01 120 6.065 410 0. 0 1 6" Flngd Gate Valve PIV 31 120 6.065 410 0.0 1 6" MJ Tee Municipal Tie-in 01 120 6.065 410 0.0 Fixed Flow Flow Loss 100 gpm Hydr Ref Rl Required at Source 510 74.6 psi Water Source 82.0 psi static, 72.0 psi residual @ 1210 gpm 510 gpm 80.0 psi SAFETY PRESSURE 5.4 psi Available Pressure of 80.0 psi Exceeds Required Pressure of '74.6 psi This is a safety margin of 5.4 psi or 7 % of Supply Maximum Water Velocity is 14.8 fps Queensbury :Medical Drawing Date: . 2125103 17:26 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram.' K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 -- 90 deg Ell 45 - 45 deg Ell T Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where .Pv = 0.001123 X QA2/ID^4 Pn Normal press'ure (psi) where: Pn = .Pt - Pv Pdrop Pressure loss in pipe, rise or drop to an-open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open .head.,. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by ,0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 editioi7i. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Queensbuty Medical D:tawing Date: 2125103 17:26 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH-, PRESSURE BRANCH LINE (GPM) .PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE - 90 45 PIPE VELOCITY Pt Pt Pn. ELEV ID T IT, FITTINGS . ,LOSS PSI/FT Pf Pv, Pdrop PIPE K FACTOR' PIPE 'C TYPE . OTHER TOTAL , ELEVATION Pe ' ' .Pn Phead FITS PATH -1 FROM HYDRAULIC REFERENCE 17 TO W .(PRIMARY PATH) HEAD 17 14.8. 1" 0 0 12 '3" 5.6 'fps 7. 0 7.0 7.0 0.11 gpm/sq ft ' 1.049!1 . 0 0 0" 0. 105 1.3 0.0 0.0 K= 5.'60 1`4.,8 100 40 0 12"3" 7 ' 0" 3.01 7.0: 7.0 HEAD 15 18 . 6 _ - 1'-4:" 0 0 1213 7.2- fp8 11.3 11.3 11.0 0.14 gpm/sq ft 1.380 0 -0 0" 0.1,124 1.5 0.3 -0.0 K= -5. 60 33.4 100 .40 0 , 12 '3 71011 3.0 11.0 ' 11.0 HEAD 12 21-.7 1'4" 0 0 9" 11.9 fps 15. 9 -15.9 15.0 0.17 gpm/sq ft 1.380" 1 0 413" 0.312 1. 6 0.9- -0.0 K= 5. 60 55.0 100 40 0 5'0" 5" 0.2 15:0 15.0 REF 44 '36.0 2" 0 0 516" 8.1 fps 18 .1 18.1 PATH; 2 2.157" 1 0 7 '2" 0.090 1.1 0.4 K= 8.48 91.1 100 10 0 1218 0" 0:0 17.6 REF 45 42.9 - 2" 2 0 6211" 11.9 fps 19.2 PATH. 4 2:-157" 0 0 7 '2 0. 184 12.7 0.0 K= 9. 8Q 134.0. -100 A 0 69'3" , -25' 6" =11.1 19.2'. REF 1 2" 0 0 610" 11.9 fps .20.9 2.157" 0 0 0" 0:184 1.1 134.0 100 10 , 0 610" 0" 0.0 REF 2 . 2" 0 0 610" 11.9 •fps 22.0 2.1571,' 0 0. - Or' .0.184 - 1.1, 134. 0 , 100 10" 0 610" 0" 0.0 REF 3 2" 0 0 610" 11.9 fps. 23.1 2.15.711 0 -0 0" 0.'184 1.1 134 .0 100 10'. 0 610" 0" 01. 0 REF 4 2" 0 0 610" 11:9 fps 24.2 2.157" 0 0 0" 0. 184 1. 1 134.0 . 100 10 , 0 6'0" . 0" 0.4 CONTINUED " 25.3 psi Que�nsbury Medical Drawing Date: 2125103 17:26 REMOTE AREA •#2 PAGE 2 FLOW" #..OF: LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS .PSI/FT Pf, Pv Pdrap PIPE K FACTOR PIPE- C TYPE OTHER TOTAL ELEVATION Pe' Piz Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 17 TO W (PRIMARY PATH) CONTINUED REF'5 2" 0 0 610" 11. 9. fps 25.3 2.157" 0 0 01" 0.184 1. 1 134.0 100 10 0 , 610" 0" 0.0 REF 6 2" 0 0 6101, 11.9 fps 26,.4. 2-.157". 0 0 0" 0.184 1.1 134 .0 100 10 0 610" 0" 0.0 REF .7 2" 0 0 531-6" 11.9 fps 27.5' 2.157" 1 0 7'211 0.184 11.1 134.0 100 10 0 6017" 0" 0.0 .REF 46 29.9 '2" 1 0 25' 6"- 14.5 fps 38. 6 38.6 PATH 9 2.157" 0 0 3''7" 0.267 7.8 ` 0.0. K= 4.81.' 163. 9 - 100 10 0 291111 251 6." 11.1 .38.6 REF Al 4" 0 0 18111" 3.7 fps 57.4 4.260" 1 0 1413" 0.010 0.3 163..9 . 10.0 10 0 3312" 0', 0.0 REF° A2 245.9 4" -4 0 2317". 9.3 fps 57.8 57.8 PATH 3 4.260" 0 0 2817" 0.053 2:.8 0.0 K= 32.35 409.7. 100 10. 0- 5.212" 4 "1" 1.8 57.8 REF-W' 409.7 gpm PATH 1 K= 51.92 62..3 psi PATH .2 FROM HYDRAULIC REFERENCE 18 TO 44 , HEAD 18 15.0 1 0 0 121311 . 5.6 fps 7.2 7. 7.2 0.12 ,gpm/sq- ft 1.049" 0 0 .. 0" ' 0.107 1.3 0.0 0.0 K= 5.60 15.0 100 40 0 1213" 710" 3.0 7.2 7 .2 `HEAD. 16 _ 18 .7 1'�4111` 0 0 121311 7.3 fps 11.5 11.5 -. 11'.2 0:14 gpm/sq ft, 1.380l 0 0 0 0.126 1.5 0.4 -0.0 _ K= 5. 60 33.7 100 40. 0. . -12 '3" - 7 ' 0" 3.,0 11'.2 11.2 CONTINUED 16.1 psi Queensbury .Medical Drawing Date: 2125103 17:26 " REMOTE AREA #2 PAGE 3 FLOW # OF ' LENGTH PRESSURE BRANCH LINE (GPM) PIPE. FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt,' Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf" PV Pd'rop PIPE K FACTOR PIPE.- C TYPE OTHER TOTAL ELEVATION , Pe' Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 18 TO 44 CONTINUED HEAD 13 21.8 11-" 0 0 9" 12.0 fps 16.1 1.6.1 " 15.2 0.17 gpm/sq ft 1,380" 1 0 413" 0.317 1. 6 1:"0 -0,.0 K= 5.'60 55. 6 100 40 0 51 011 5" 0.2 15.2 15.2 - REF 43 -19.5 2" 0 0 1010" 3.2 fps - 17 .9 ' 17.9 PATH 7 2.157" 0 0 0" 0.016 0.2 . 0.0 K= -4.. 62 ` 36.0 100 10 0 10'' 0 0" 0.0 17:9 REF 44 36.0 gpm PATH 2 K= 8.48 18:1 psi - PATH 3 FROM HYDRAULIC REFERENCE 27 TO A2 HEAD 27 15. 6 1'r' 0 0 121311 5.8 fps "_ 7.-7 7.7` 7.7 0'.12. gpm/sq ft 1.049" 0 0 0" 0.115 1.4 "0.0 0.0 K= 5.-60 16. 6 100 40 0 1213" 710" 3.0 7.1 ' 7.7 HEAD 28 19..2, 1;14" 0 0 1213" 7.5 fps 12.2 12.2 11.8 0.15 gpm/sq ft 1.380 0 . .0. 0" . 0.13.4 1. 6 0.4 -p.0, K= 5: 60' 34 ..8 100 40 0 12 '3" 7'0" 3.0 11.8 11.8 HEAD 29 22.3 13.4" 0 0 9" 12.4 fps 16.9 16.9 15.8 0.17 gpm/sq ft 1.38011 1 0 41311 0.334 1.7 . 1.0 -0.0 K= 5. 60 . .57:1 100 40 0 5►.0" 511. 0.2 15.8 15.8 REF 48 14. 6 2 0 0 10' 0"' 6.4 fps 19..0 19.0 PATH. 8 2-.157" 0 0 0" 0:058 0. 6 0.3 K= 3.35 71.7 100 10 0 10'"0" - _0" 0.0 18.-7 REF 49 43:1 211, 1 0' 1017" 10:2 fps 19.5 19.5 PATH -6 2.157" 0 0 . 3'7" - 0.138 2.0 0:7 K= 9.,93 114. 8 100 10 0 141211 0" 0. 0 18.9 HEAD 33 25.3 2" 0 0 10' 0" 12.4. fps . 21.5. , 21.5 -20.5 0.19 .gpm/sq ft 2.157" 0 0 0" 0.200 2._0 1.0 0.0 K= 5. 60 140. 1 1.00 .410, . 0 101011 0" 0:0 20.5 20.5 CONTINUED 23.5 psi " Queensbury Medical Drawing Date: 2125103 17:26 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH- PRESSURE BRANCH LINE (GPM) ' PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn , ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE CTYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 27 TO A2 CONTINUED HEAD 31 26.3 211 0 0 11516" 14.8 fps 23..5 23.5 22 .1 0.20 gpm/sq ft 2.15711 1 0 71211 0.274 33. 6 1.4 0.0 K= 5. 60 166.4 100 10 0 1221711 off 0. 0 22.1 22.1 REF B1 79.5 4" 0 0 151711 5. 6 fps 57 .1 57.1 PATH 5 4.260" 1 0 141311 0.021 0. 6 0.0 K= 10.51 245. 9 100 10 0 2911011 Oil 0. 0 57.1 REF A2 245.9 gpm PATH 3 K= 32.35 57.8 psi PATH 4 FROM HYDRAULIC REFERENCE 14 TO 45 HEAD 14 15.7 ill 0 0 121311 5. 9 fps 7. 9 7.9 7. 9 0. 12 gpm/sq ft 1.049" 0 0 Oil 0. 117 1.4. 0.0 0.0 K= 5. 60 15.7 100 40 0 121311 710vv 3.0 7.9 7. 9 HEAD 11 19.4 1;"41V 0 0 121311 7.6 fps 12.4 12.4 12.0. 0.15 gpm/sq ft 1:.3 8 0.11 0 0 off 0. 136 1.7 0.4 -0.0 K- 5. 60-3 35.1 100 .40 0 121311 7 1 Oil- 3.0 12.0 12.0 HEAD 10 22. 4 1 1M 17 0 0 9 12.5 fps 17.1 17.1 16.0 0. 17 gpm/sq ft 1.38011 1 0 41311 0.339 1.7 1.0 -0.0 K= 5. 60 57 .5 100 40 0 51011 511 0.2 16.0 16.0 REF 47 -14 . 6 2" 0 0 416" 3.8 fps 18 . 9 18.9 PATH 8 2.157" 1 0 71211f 0. 022 0.3 0.0 K= -3.35 42 . 9 100 10 0 11 ,181, 0" 0.0 18.9 REF 45 42. 9 gpm PATH 4 .-,K= 9.80 19.'2 psi PATH'5 FROM HYDRAULIC REFERENCE 21 TO B1 HEAD 21 19.2 ill 0 0 121011 7.2 fps 11 .8 11.8 11. 8 . 0.15 gpm/sq ft 1.049" 0 ; O• otv 0. 169 2 . 0 0.0 0.0 K= 5. 60- 19.2 100 40 0 12 1 Ovy 61,711 2. 9 11.8 11.8 CONTINUED - - 16.7 psi Queensbury Nledica.l Draming Date: 2125103 17:26 REMOTE AREA #2 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 21 TO B1 CONTINUED HEAD 19 22.5 1"4" 0 0 8'" 9. 0 fps 16.7 16.7 16.1 0.17 gpm/sq ft 1.380" 1 0 413 0. 187 0.9 0.5 0.0 K= 5.60 41.7 100 40 0 510"1 5" 0.2 16.1 16.1 REF 42 19.5 2" 1 0 10' 7" 5. 4 fps 17.9 . 17.9 PATH 7 2.157" 0 0 317" 0.043 0.6 0.2 K= 4.61 61.2 100 10 0 14 '2" 0" 0.0 17.8 HEAD 20 23. 9' 2'" 0' ' 0 101011 7 .5' fps 18.6 ` '18. 6 18'.2 0.18 gpm/sq ft 2. 157" 0 0 0" 0. 079 0.8 0.4 0.0 K= 5.60 85.1 100 10 0 1010" 0" 0.0 18.2 18.2 HEAD 22 24 .2 2" 0 0 2611" 9.7 fps 19.4- 19.4 18.7 0.19 gpm/sq ft 2.157" 0 0 0" 0.126 3.3 0.6 0.0 K= 5.60 109.3 100. 10 0 261111 0" 0.0 18.7 18.7 REF 8 2" 0 0 610" 9.7 fps 22. 6 2.157" 0 0 0" 0.126 0.8 109.3 100 10 0 610" 0" 0.0 REF 9 2" 1 0 19611" 9.7 fps 23.4 : 2.157" 0 0 3'7" 0.126 25.2 109.3 100 10 0 19917" 0" 0.0 REF 41 -29. 9 2" 1 " 0 111 ' 8" 7. 0 fps 48. 6 48. 6 PATH 9 2.157" 1 0 1018" 0.070 8.6 0.3 K= -4.30 79.5 100 10 0 12214" 0" 0.0 48.3 REF B1 79.5 gpm PATH 5 _ K= 10.51 57.1 psi PATH 6 FROM HYDRAULIC REFERENCE 30 TO 49 HEAD 30 19. 9 1" 0 0 1210" 7. 5 fps 12.7 12.7 12 .7 0.15 gpm/sq ft 1.049" 0 0 0" 0.181 2.2 0.0 0.0 K= 5. 60 19.9 100 40 0 1210" 617" 2.9 12.7 . 12.7 CONTINUED 17.7 psi Queensbury Medical Drawing Date: 2125103 17:26 REMOTE AREA#2 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUbJMARY TO HEAD HYD REF OUTLET- SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS, LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn' Phead FITS PATH 6' FROM HYDRAULIC REFERENCE 30 TO 49 CONTINUED HEAD 32 23.2 1114 0 0 8" 9.3..fps 17.7 17.7 ` 17.1 0.18 gpm/sq ft 1..380" 1 0 413" 0.199 1.0 0.6 0.0 K= 5. 60 43.1 100 40 0 510" 5" 0.2 17.1 17.1 REF 49 43.1 gpm PATH 6 - K= 9.93 18.9` psi PATH 7 FROM HYDRAULIC REFERENCE 43 TO 42 REF 43 19.5 2 0 0 1010" 1.7 fps 17.9 17.9 PATH 2 2.157" 0 0 0" 0. 005 0.1 0.0 K= 4 . 62 19.5 100 10 0 - i0 ' 0" olv , 0.0 17.9 REF 42 19.5 gpm PATH 7 K= 4. 61. 717.9 psi PATH, $ FROM HYDRAULIC REFERENCE 47 TO 48 REF 4.7 - " 14. 6 ' 2" • 0 - 0 1010 1.3 fps 18 . 9 18.9 PATH 4 2.157" 0 0 0" 0.003 0.0 0.0 K= 3.35 14. 6 100 10 0 10' Oil 0" 0.0 18.9 REF. 48 14.6 gpm PATH 8' K= 3.35 19.0 psi PATH 9 FROM HYDRAULIC REFERENCE 41 'T0 46 REF 41 - 29.9 2" 2 0 10218" 2.6 fps 48. 6 48.6 PATH 5 2.157" 2 0 2115" 0.011 1.4 0.3 K= 4.29 29. 9 100 10 0 12410" -2516" -11.1 48.3 REF 46 29. 9 gpm PATH 9 K= 4.79 38:9 psi. Job Water Required Nose Allowance brawn By Queensbury Medical Static Pressure: 82.0 psi Pressure: "74.6 psi Inside: 0 gpm SprinkCAD Bay Road Residual Pressure: 72.0 psi Total Flow: 510 gpm Outside:, 100 gpm Central Sprinkler Queensbury,NY Flow: 1210 gpm Safety Pressure: 5.4 psi (800)495.55# 140 Remote Area:2 Date/Loc:2002 Bay Road&ACC 120 100 80 Sup P 100 gpm hose I 4 60 40 20 150 225 300 375 450 525 600 675 750 Flow(gpm) ;Queensbury .Medical Drawing Date: 2125103 17:20 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Queensbury Medical . Location: Bay Road Queensbury, NY Drawing Date: Remote Area Number: 1 Contractor: Albany Fire Protection, Inc. Telephone: (518) 274-1405 P.O. Box 429 Avenue 'B' Watervliet, New York 12189 Designer: B. Reepmeyer Calculated By:SprinkCALC CSC Systems & Design Construction: Wood Frame Occupancy:Office Building Reviewing Authorities:Town of Queensbury SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:DRY -Area of Sprinkler Operation 1950 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.100 1 Make:- Model:BB-2 17 Area per Sprinkler 380 sq ftl Orifice:3/4" K-Factor: 8 .00 Hose Allowance Inside . 0 gpm 1 . Temperature Rating:200 Hose Allowance Outside 100 gpm CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 439.4 -psi Required: 74.8 @ Source WATER SUPPLY Water Flow Test I Pump Data ITank or Reservoir Date of Test, 2002 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 82A 'psi Rated Pressure 0.0 psi i Elevation 0 Residual Pres 72.0 psi I Elevation 0 At a Flow of 1210 gpm 1 Make: 1 Well Elevation 0" Model: Proof Flow 0 gpm Location: Bay Road & ACC Source of Information: Queensbury Water Dept. SYSTEM VOLUME 232 Gallons Notes: GRID PEAKED SHIFT LEFT(DOWN) REQUIRED 73.99, psi 439. 4 gpm Queensbury Medical Drawing Date: 2125103 17:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY .DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 339 64.6 psi 1 4" Grvd 90 Ell 101 100 4.026 339 0.5 1 Pipe 4" 10x21 51 100 4.260 . 339 0.2 1 4" Flngd Dry Valve CHART LOSS 339 0.3 1 4" Flngd Butterfly Valve 121 120 4.026 , 339 0.4 1 41' Flngd Tee 201 120 4.026 1339 0.7 Hydr Ref Rl Required at Bottom of Riser @ He- 339 66.8 psi 2 4" Flngd Gate Valve 2' 120 4.026 339 0.1 1 411 Flngd Back Flow Valve Ames "2000 CHART LOSS 339 '2.4 2 4" Flngd 90 Ell 101 120 4.026 339 0.7 1 41' Flngd 45 Ell 41 120 4.026 .339 0..1 1 6" x 4" Flngd 90 Ell 141 120 6.065 339 0.1 Elevation Change '9' 6" 4. 1 Hydr Ref R2': . Required at- @ Connection to UG 339 74.3 psi 1 Pipe 6" DIx18 Cl 52 2001 140 6.590 339 0.5 1 6" MJ 90 Ell 01 120 6.065 339 0.0 1 6" Flngd Gate Valve PIV 3' 120 6.065 339 0.0 1 6'f MJ Tee Municipal Tie-in 01 120 6.065 339 0.0 Fixed Flow Flow Loss 100 gpm Hydr Ref Rl Required at Source - 439 74.8 psi Water Source 82. 0 psi static, , 72.0 psi residual @ 1210 gpm 439 gpm 80.5 psi SAFETY PRESSURE 5.7 psi Available Pressure of 80.5 psi Exceeds Required Pressure of 74.8 psi This is a safety margin of 5.7 psi or 7 % of Supply Maximum Water Velocity is 15. 3 fps Queensbury .Medical Drawing Date: 2125103 17:20 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45" - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 X QA 2/ID A 4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0. 01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains Path #1 is from the most remote head back to the water source. Later Paths are from the next most remote head back to previously defined paths Queensbury Medical Drawing Date: 2125103 17:20 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH I FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) . HEAD3 38 .2 211 0 0 6' 0vy 1.7 fps 22. 8 22.8 22.8 0.10 gpm/sq ft 2.15711 0 0 off 0.005 0. 0 0.0 0. 0 K= 8 .00 19. 6 100 10 0 . 610" off 0.0 22.8 22.8 HEAD 4 38 . 1 211 0 0 61011 5. 1 fps 22 . 8 22'.8 22. 6 0. 10 gpm/sq ft 2. 157" 0 0 Off 0. 039 0.2 0.2 0. 0 K= 8 .00 57 . 6 : 100 10 0 6101T off 0. 0 22.6 22. 6 HEAD 5 38 .0 2" 0 0 61011 8 .5 fps 23. 0 23.0 22. 6 0.10 gpm/sq ft 2.157" 0 0 oil 0.098 0. 6 0.5 0.0 K= 8 .00 95. 6 100 10 0 61011 0f? 0. 0 22.6 22. 6 HEAD 6 38 . 1 211 0� 0 61011 11. 9 fps 23. 6 23. 6 22.7 0..10 qpm/sq ft 2.157" 0 0 oil 0.183 1. 1 0.9 0.0 K= 8 .00 133.7 100 10 0 61011 OTT 0. 0 22.7 22.7 HEAD 7 38 .5 211 0 0 5316" 15.3 fps 24.7 24.7 23.2 0.10 gpm/sq ft 2.157" 0 0 OTT 0.293 15. 6 1.5 0.0 K= 8 . 00 172.3 100 10 - 0 53 1 6'v . Oil 0. 0 23.2 23.2 REF 46 -12. 9 211 1 0 2516" 14. 1 fps 40.4 40.4 PATH 5 2.15711 1 0 10 , 81, 0.253 9.2 0.0 K= -2. 03 159. 4 100 10 0 3612" 2516" 11. 1 40.4 REF Al 411 0 0 18 , 111, 3. 6 fps 60. 6 4.26011 1 0 1413" 0.009 0.3 159.4 100 10 0 331211 Off 0.0 REF A2 180.0 411 4 0 231711 7.7 fps 60.9 60.9 PATH 2 4.26011 0 0 281711 0.037 1 . 9 0.0 K= 23.07 339.4 100 10 0 521211 41111 1 .8 60.9 REF W 339.4 gpm PATH 1 K= 42.22 64. 6 psi Qbeensburyhedical Drawing Date: 2125103 17:20 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt -- -Pt-- -Pn EE--V- ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A2 HEAD 3 38.2 211 0 0 61011 1. 6 fps 22.8 22.8 22.8 0.10 gpm/sq ft 2.15711 0 0 off 0. 005 0.0 0.0 0.0 K= 8. 00 18 . 6 100 10 0 61011 Oil 0.0 22.8 22.8 HEAD 2 38.1 211 0 0 61011 5. 0 fps 22.8 22.8 22.6 0.10 gpm/sq ft 2.157" 0 0 oil 0.037 0.2 0.2 0.0 K= 8.00 56.7 100 10 0 6' 011 oil 0.0 22.6 22. 6 HEAD 1 38. 0 2" ' 2 0 621111 8 . 4 fps 23.0 23'.'0 22.6 ' 0.10 gpm/sq ft 2.157" 1 0 141311 0. 097 7.4 0.5 0.0 K= 8. 00 94.7 100 10 0 761411 2516" 11.1 22.6 22.6 REF 45 6.1 2" 0 0 41611 8.9 .fps 42.0 42.0 PATH 4 2. 157" 0 0 oil 0.108 0.5 0.5 K= 0. 93 100.7 100 10 0 416" off 0.0 41.5 REF 47 2" 0 0 1010TV 8 . 9 fps 42.5 2. 157" 0 0 off 0.108 1.1 100.7 100 10 0 iolovi oil 0.0 REF 48 2" 0 0 lovoll 8 . 9 fps 43. 6 2.157" 0 0 off 0.10,8 1.1 100.7 100 10 0 101011 Off 0.0 REF 49 211 1 0 1017" 8 . 9 fps 44.7 2.157" 0 0 31711 0. 108 1.5 100.7 100 10 0 14v2lv off 0.0 REF 33 21' 0 0 10101v 8.9 fps 46.2 2.157" 0 0 oil 0.108 1.1 100.7 100 10 0 101011 off 0.0 REF 31 211 0 0 115v6" 8 . 9 fps 47.3 2.157" 1 0 712vl 0.108 13.3 100.7 100 10 0 122 '7" off 0.0 CONTINUED 60.6 psi Queensbury Medical Drawing Date: 2125103 17:20 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS- FEET SUMMARY TO 'HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT" Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO A2 CONTINUED REF B1 79.3 41' 0 0 151711 4 . 1 fps 60.6 60. 6 PATH 3 4.260" 1 0 141311 0. 012 0.3 0.0 K= 10.19 180. 0 100 10 0 2911011 OTT 0.0 60. 6 REF A2 180.0 gpm PATH 2 K= 25.07 60.9 psi PATH 3 FROM HYDRAULIC REFERENCE 8 TO B1 HEAD 8 36.3 2" 0 0 610" 2.7 fps 42.0 42.0 42.0 0.30 gpm/sq ft 2.15711 0 0 oil 0 .012 0.1 0.0 0.0 K= 5.60 30.2 100 10 0 61011 off 0.0 42.0 42.0 HEAD 9 36.-2 211 1 0 19611" 5. 9 fps 42.0 42.0 41.8 0.30 gpm/sq ft 2.157" 0 0 31711 0.050 10.0 0.2 0.0 K= 5. 60 66. 4 100 10 0 1991711 oil 0.0 41.8 41.8 REF 41 12.9 2" 1 0 111, 81, 7 .0 fps 52.0 52.0 PATH 5 2.157" 1 0 1018" 0.070 8.5 0.3 K= 1.79 '79.3 100-10 0 122 ' 4" 0" 0.0 '51.7 REF B1 79.3 gpm PATH 3 K= 10.19 60.6 psi PATH 4 FROM HYDRAULIC REFERENCE 8 To 45 HEAD 8 36.3 2" .0 0 2611" 0. 5 fps 42.0 42.0 42.0 0.30 gpm/sq ft 2.15711 0 0 Oil 0.001 0.0 0.0 0.0 K= 5. 60 6. 1 100 10 0 26111T Oil 0.0 42.0 . 42.0 REF 22 2" 0 01 101011 0.5 fps 42.0 2. 15711 0 0 OTT 0.001 0.0 6. 1 100 10 0 101011 off 0.0 REF 20 211 1 0 101711 0.5 fps 42.0 2. 157" 0 0 31711 0.001 0.0 6.1 100 10 0 14121T off 0.0 . CONTINUED 42.0 psi -Queensbury Medical Drawing Date: 2125103 17:20 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT- Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 8 TO 45 CONTINUED REF 42 211 0 0 101011 0.5 fps 42. 0 2.157" 0 0 off 0.001 0.0 6.1 100 10 0 10l0lv oil 0. 0 REF 43 211 0 0 10 1 olv 0.5 fps 42.0 2.157" 0 0 off 0. 001 0.0 6. 1 1-00 10 0 10101T off 0.0 REF 44 211 0 0 5' 6" 0.5 fps 42.0 2.157" 0 0 oil 0. 001 0.0 6. 1 100 10 0 516" Oil 0. 0 REF 45 6.1 gpm PATH 4 K--- 0.93 42.0 psi PATH 5 FROM HYDRAULIC REFERENCE 46 TO 41 REF 46 12. 9 21' 2 0 10218" 1.1 fps 40. 4 40.4 PATH 1 - - 2f.15 7 1 0 14 '3" 0.002 0.3 -0.0 K= 2.03"- 12.9 100 10 0 116111" 2516fl 11.1 40.4 REF 41 12..9 gpm PATH 5 K= 1.-79 51.7 psi Job Water Required Hose Allowance Drawn By, Queensbury Medical Static Pressure: 82.0 psi Pressure: 74,8 psi Inside: 0 gpm SprinkCAD" Bay Road Residual Pressure: 72.0 psi Total Flow: 439 gpm Outside: 100 gpm Central Sprinkler Queensbury,NY Flow: 1210 gpm Safety Pressure: 5.7 psi (800)495.5541 140 Remote Area:1 Date/Loc:2002 Bay Road&ACC 120 100 80 Sub I P S 100 gpm hose 60 40 20 100 150 200 250 300 350 400 450 500 Flow(gpm) Ul <) Q X U1 ----------- ------- -a------ ' U(k N IJ — as o _ A- 4 4 4 4 4 4 4 4 4 G-4 4 4 ------------ n 1 O ----- --------- i Vµ ----------- 4 I• � 1 I I i D D lu 1', U1 UJ •a � � fV 1 w O UJ O; N O U Q CN i D D CN 1 I 1 Q• I I 1 11 •6 I 1 4 1 0—+� D I9-,e t'1 I 1 , I , I I I _1__-_-_ 1 I O w - -- --------- O-8l °, tt I I Ul I , I _ 1_________________ -- ----- ----------- -------- - Q ul !K X "