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HomeMy WebLinkAboutBuilding Permit 11.1038 (2) DATE TIME CITY OF PRIOR LAKE SCHEDULED IU 2 INSPECTION NOTICE ADDRESS CONTR. OWNER 1 I I n Z PERMIT NOI, PHONE NO . : ; ❑ PLUMBING RI ❑ FJ(1GRADIFILLING ❑ FOOTING ❑ MECH RI ❑ COMPLAINT ❑ FIREPLACE RI ❑ FOUNDATION ❑ WATER HOOKUP ❑ FIREPLACE FINAL p FRAMING ❑ SEWER HOOKUP 0 G S NE ASR ST n p INSULATION p PLUMBING FINAL ❑ FINAL p MECH FINAL p SITE INSPECTION COMMENTS : l%kill will ril willow IN will will will IN ❑ WORK SATISFACTORY , PROCEED CORREC3elCTION AND PROCEED p CORRE r T RK, CALL FOR REINSPECTION BEFORE COVERING owner/Contr: Inspector "— — CAL 447-9850 FOR THE NEXT INSPECTION 24 HOURS SAFET YI ERE QUIREMENTSARE FOR YOUR PERSONAL HEAL TH msxorn DATE TIME CITY OF PRIOR LAKE I � It � INSPECTION NOTICE SCHEDULED t ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. Gy3 ❑ PLUMBING RI ❑ EXIGRAD/FILLING ❑ FOOTING ECH RI ❑ COMPLAINT ❑ FOUNDATION p WATER HOOKUP FIREPLACE RI FRAMING ❑ ❑ INSULATION SEWER HOOKUP ❑ FIREPLACE FINAL ❑ PLUMBING FINAL ❑ GASOLINE AIR TS ❑ FINAL ❑ SITE INSPECTION ❑ MECH FINAL COMMENTS : willWIP OPINION MENx mill Will ❑ WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ` [ CORREC RK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 7-9850 FOR THE NEXT INSPEIIICTmillION 24 HOwill 11 URS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH do SAFETYI osmorl DATE TIME CITY OF PRIOR LAKESCHEDULED 2 28 IL �— INSPECTION NOTICE ADDRESS Ll o-r � S CONTR. OWNER PERMIT NO . PHONE NO . ❑ EVGRADIFILLING ❑ PLUMBING RI ❑ COMPLAINT ❑ FOOTING MECH RI ❑ FIREPLACE RI ❑ FOUNDATION ❑ WATER HOOKUP ❑ FIREPLACE FINAL A FRAMING ❑ SEWER HOOKUP C3GASLINE AIR TST ❑ INSULATION ❑ PLUMBING FINAL ❑ ❑ FINAL ❑ MECH FINAL ❑ SITE INSPECTION COMMENTS : 2 , K29L w will Will will will oS � ❑ WORK SATISFACTORY , PROCEED ❑ CORRECT ACTION AND PROCEED CORR T RK, CALL FOR REINSPECTION BEFORE COVERING pwner/CDntr. inspe r C L 447-9850 FOR THE NEXT Iii 11 IN 24 HOURS 1 SAFE? Yl CODE REQUIREMBNTSARE FOR YOUR PERSONAL HEALTH /NSNOTI DATE TIME CITY OF PRIOR LAKE SCHEDULED � dV1 IIIA ------ INSPECTION NOTICE ADDRESS I CONTR. OWNER o PERMIT NO. PHONE NO. G (3 PLUMBING RI ❑ EXIGRADIFILLING ❑ FOOTING ❑ MECH RI p COMPLAINT- ( FOUNDATION ATER HOOKUP 0 FIREPLACE RI � �FRAMING b SEWER HOOKUP ❑ FIREPLACE FINAL ❑ INSULATION ❑ PLUMBING FINAL j` ❑ GASLINE AIR TST ❑ FINAL ❑ MECH FINAL ( ❑ ❑ SITE INSPECTION COMMENTS : will RK SATISFACTORY , PROCEED ❑ C RRECT AC O AND PROCEED ❑ CORRECT , CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: Inspector: -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH do SAFETY! INSNOTI DATE TIME CIT( OF PRIOR LAKE SCHEDULED tip � C INSPECTION NOTICE ADDRESS CONTR. OWNER PERMIT NO . / Oftl PHONE NO . ❑ EXIGRADIFILLING ❑ PLUMBING RI ❑ COMPLAINT ❑ FOOTING ❑ MECH RI ❑ FIREPLACE RI ❑ FOUNDATION ❑ WATER HOOKUP [3 FIREPLACE FINAL ❑ FRAMING ❑ SEWER HOOKUP ❑ GASLINE AIR TST ❑ INSULATION 13 PLUMBING FINAL ❑ ❑ FINAL ❑ MECH FINAL ❑ SITE INSPECTION COMMENTS : Will Will will WORK SATISFACTORY , PROCEED CORRECT ACTION AND PROCEED ❑ CORRECT , CALL FOR REINSPECTION BEFORE COVERING :Owner/Contr' .Inspector:CALL -9850 FOR THE NEXTPECTION 24 HOURS IfrH SAFETY! CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEAL INSNOfI DATE TIME CITY OF PRIOR LAKE O CE SCHEDULED J 44 INSPECTION N ADDRESS CONTR. OWNER PERMIT NO . PHONE NO . p EXIGRADIFILLING PLUMBING RI p COMPLAINT ❑ FOOTING p MECH RI p FIREPLACE RI ❑ FOUNDATION ❑ WATER HOOKUP ❑ FIREPLACE FINAL p FRAMING p SEWER HOOKUP ❑ jiL E AIR ❑ INSULATION ❑ PLUMBING FINAL 7 < ❑ FINAL p MECH FINAL ❑ SITE INSPECTION COMMENTS : WORK SATISFACTORY , PROCEED ❑ CORRECT ACTION AND PROCEED REINSPECTION BEFORE COVERING ❑ COR CT RK, CALL FOR R Owner/Contr. Inspect r: C L 7 -9850 FOR THE NEXT INSPECTION 24 HOURS I H & SAFETY! CODE REQ UIREMENTS ARE FOR YOUR PERSONAL HES JIV I - — � �"°� i r l 1 •� �' !�°,� � ;.. / a I I tel � "' i � ( jfrlj fl ! fl o ! 9 a 1 ( I rp { r l, jr � + rr � l ilrlr � Ji +` coIlii ( i X11 f , I t 'o - - .�--,\ l i/ ll /rr � lI _r s o l 6 1 If I sA i l l i P � � Ir rr yrrr l g R I 1 9 e 1 i {� l �o i °� _ I r ' It % ` I 1 I r l ll ! 1 1 , Ir. / I D ) rA } ! } + I l i i / Iilli ► ii iiiliili i (If i r11 !l / yX li 19 I I o . 0 , Wo?a-n // / / % ��r�i l ; / Ieg 9�r s 9 / / f ( lil I 1 I I `r SR I i D <r , � .\ `888 % . �/ � I 1 It it 1 ;O \` 90\89�`j % i i ilk _=_ �„p� � i' i O o* l / \ I I �? e 9 std Il rn•, � N �If CN - = 9 ��•- cap VIr / ! I °S� 9° in I O - - _ _ /f/ �- ,iWI I ii R 00 Co Url CID OD 00 t I I 11 1 \ 1 /'/' o 1 f � / III •8 1 1 1 .j� j 11 + 19� -- } - / Cn I ,/ / / ° 1 I c / I 9I I i I— IIIP IIIAI ° I Co m >) If %'-/l� IF pIop \o \\ p is `IIIIIN ��`-__ - N \ IIIIpII- -- Fjd• � IIIs p "9 to o JP 111110 i 1 - _ IIIIIe VOO LVI op I / �I 6' S _ _ . Fire Protection by Computer Design FINTRO FIRE PROTECTION 5 LAKE DRIVE O LAKES MN 55014 651 -784-0417 Job Name JEFFERS POND Building : ASPEN UPPER DA-3 Location PARKSIDE COURT System Contract Data File aspen upper- FULLBMX7 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 METRO FIRE PROTECTION Page 1 JEFFERS POND Date 111808 DESIGN INFORMATION SHEET Name - JEFFERS POND Date - 10 - 7 - 11 Location - PARKSIDE COURT Building - ASPEN UPPER C '_ System No . - Contractor - METRO FIREI 'ON Contract No . - Calculated By - J GANTER Drawing No . - FP - 1 Construction : ( X ) Combas ~. ( ) Non - Combustible Ceiling Height 24 ' OCCUPANCY - RESIDENTIAL S Type of Calculation : i 13 Residential ( ) NFPA 13R ( X ) NFPA 13D Y Number of Sprinklers Eu : ( ) I ( X ) 2 ( ) 4 ( ) S ( ) Other T ( ) Specific Ruling Made by Date E _—._. ----- - - - -- ------.. ---- — __ - - --- - - - --- -- System Type M Listed Flow at Stas _ - 13 Gpm Y Yp Listed Pres . at Sta . ` 7 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPAC " ' x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Add - , - 0 Gpm Make RELIABLE Model RES 44 I Elevation at Highe : L = '- et - 30 ' Feet Size 7 / 16 " K-Factor 4 . 9 G Note : Temperature Rating 155 N Calculation Gpm Required 26 , 0 Psi Required 40 . 1 At Test Summary C - Factor Csod : Overhead 150 Underground 150 W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 10 -- r - Rated Cap . Cap . T Time of Test - 8 : C; !�wi @ Psi Elev . E Static ( Psi ) - 60 Elev . 0 R Residual ( Psi ) - 28 Other Well Flow ( Gpm ) - 18001 Proof Flow Gpm S Elevation - 0 - P Location : PARKSIDE G. P L Source of Informatic s : '<.LO"N TEST Y Comp <<lter Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 N 00 Mcg T OO O T T. N r rN �' OO . . . . . . . . . cis "D CL cd ^ E O Lam) '� N cuNO L � wouppm CDC O O ° EEvEE ... 00 cd0) Q) : a) a) c mai > �� � � wnn r U) cn (n �N OTNN O OM 07 (Dco opo p o 0 0 r ca Z C >C O _ m T � 0 U to C 00 N r IQ oz = 0 O m LL o CL O a`> O O o- T E 0 V (O0 04 OD 00 zi O O U lgggg�0 N � O � U cnn u- at � �� Was it p aclom o U04��� W 0 �(A � O�C V o Q' CC d +0. N Q= LL U) �rNN O WUUU O M N � O O O O O O O O O O Cc r T r T r r O 00 M q' M N T W � U am � W cA U OC W co CM G 0 C) . 00 00 G 2 0 C) } Cf) ( mm00 g g CD o 2 7 % CLO CD ¥ o0E % ) f q ooR % 2 % ooS2 2 q ooS2 \0 2 00 $ % o < co / ooq % 2 LO 2 00 % %2 ca . \ # 2 ooq % 2 m o0 ± 2Q § mnoe n ¥ � - - - \ q CO222f2 ) LO C\J % m to I . � * # % mm » z cc t / 7 c @ CL nmmo ¥ e 2 § \ % k � E mwwnma o 0 CL C) $ m wCf) m $ CO 2 m ¥ m # z � � qCL . . . . . . 3 § cu CL > CD co 0 E \ \ k \ ) E O wmlm / = ƒ k \ A U) 2 2 � w O § \ ® 2@ 2 $ © « 5 > > k / 2 / cE CO E Co 0 CD tmhh $ % � k 2 � \ ƒ � % n E 0) c t ' Co % 0 @ Lli L � um < 1wmzo@P 6 Pressure / Flow Summary - STANDARD METRO FIRE PROTECTION Page 4 Date 111808 JEFFERS POND Node Elevation K- Fact Pt Pn Flow Density Area Press No . Actual 9 -- Re . Actual ----- --- ---- -- - S07 24.0 4.4 8.73 na 13.0 0 . 1 130 7 .0 S08 24.0 4.4 8.76 na 13 .02 0. 1 130 7.0 15 20.0 15 .86 na 16 10 .0 22 .07 na 17 10. 0 25.61 na 18 10.0 27 . 14 na TOR 10 .0 30.38 na BOR 1 . 0 37 . 13 na CURB 1 .0 38 .31 na TEST 0. 0 40 . 15 na The maximum velocity is 8 . 77 and it occurs in the pipe between nodes S08 and 15 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Final Calculations - Hazen - Williams METRO FIRE PROTECTION Page 5 JEFFERS POND Date 111808 Hyde Qa Dia . Fitting Pipe Pt Pt ** * * * ** Notes Ref . "C" o Ftng's Pe Pv Point at Pf/Ft Eqv . Ln . Total Pf Pn S07 13 . 00 1 . 101 0 . 0 1 . 000 8 . 729 K Factor = 4 . 40 to 150 0 . 0 0 0 0 . 0 S08 13 . 0 0 .. 0310 _ _ 0 . 0 1 . 000 0 . 031 Vel 4. 384940 S08 13 . 02 1 . 101 4N 28 . 0 20 . 450 8 . 760 K Factor = to 150 0 .0 28 . 000 1 . 732 15 26 . 02 0 . 1107 0 .0 48.450 - 5 . 365 Vel = 8 . 77 --_ 15 0 . 0 1 . 101 1N 7 . 0 10 . 000 15 . 857 to 150 0 . 0 7 . 000 4 . 331 16 26 .02 0 . 1108 0 .0 17 . 000 1 . 883 Vel = 8 . 77 - - 16 0 . 0 1 . 101 30 15 .0 17 . 000 22 . 071 to 150 0 . 0 15 . 000 0 . 0 17 26 . 02 0 . 1107 - 0 . 0 - 32 . 000 -- 3 . 543 ---Vel = 8 . 77 - - 17 0 . 0 . 101 1 E 3 . 825 10 . 000 25 . 614 1 to 150 0 .0 3 . 825 0 . 0 18 26 . 02 0 . 1107 0 . 0 13 . 825 1 . 531 VelMee eee 8 . 77 -- -_ 18 0 . 0 1 . 104 2E 5 . 13 14 .450 27 . 145 to 120 0 .0 5 . 130 0 . 0 TOR 26. 02 0 . 1651 0 .0 19 . 580 3 . 233 Vel = 8 . 72 TOR 0 . 0 1 . 104 1 Mil 2 . 886 8 . 000 30 . 378 to 120 1S 6 .413 9 . 299 3 . 898 BOR 26 . 02 0 . 1651 0 . 0 17 . 299 2 . 856 Vel BOR 0 . 0 1 . 61 2E 12 .089 40 .000 37 . 132 to 150 1 T 12. 089 27 . 956 0 . 0 _ Vel CURB _ 26 . 02_ 0 . 0174 1 Mail 3 .778 67 . 956_ - 1 . 182 - - - = 4 . 10 C -_- CURB O . O 1 .481 1T 7 .084 40 . 000 38 . 314 to 140 0 . 0 7 . 084 0 .433 TEST 26 . 02 0 . 0297 - 0 . 0 47 . 084 1 . 399 Vel = 4. 85 _ OA 26 . 02 40w146 K Factor = 4 . 11 _ Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Bulletin 135 Rev. F W C: ® Model F1 Residential Sprinklers for co Design Density of . 05 gpm/ftp Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/w lee Types : oil el 1 , F1 Res 49 Pendent 2 . F1 Res 49 Recessed Pendent/ F 1 3 . F1 Res 49 Recessed Pendent/ FP 4 , F1 Res 58 Pendent 5 , F1 Res 58 Recessed Pendent/F1 F1 Res 49, 58 & 76 F1 Res 49, 58 & 76 6 , F1 Res 58 Recessed Pendent / FP Recessed Pendent / F1 Recessed Pendent / FP 7 . F1 Res 76 Pendent 8 , F1 Res 76 Recessed Pendent/F1 9 , F1 Res 76 Recessed Pendent / FP 10 . F1 Res 49 CCP PendentIle �' 11 . F1 Res 58 CCP Pendent 112 . F1 Res 76 CCP Pendent 13 . F1 Res 44 HSW 14 , F1 Res 44 Recessed HSW/F2 F1 Res 49 , 58 & 76 F1 Res 44 & 58 15 , F1 Res 58 HSW CCP Pendent Recessed HSW/F2 16 , F1 Res 58 HSW Recessed HSW/F2 — 17 . F1 Res 44 SWC 18 . F1 Res 40 HSW 19 . F1 Res 40 Recessed HSW/F2 Meet Listings & Approvals 1 . Listed by Underwriters Laboratories Inc . and UL Certified for Canada (cULus) Slope Ceiling Approvals : Refer to Bulletin 035 F1 Res 44 SWC F1 Res 40 Recessed ISprinklers for . 10 Density : Refer to Bulletin 176 HSW/F2 UL Listing Category waterway for water flow onto the deflector , evenly Residential Automatic Sprinkler distributing the discharged water to control a fire . UL Guide Number Technical Data : VKKW Thermal Sensor: Nominal 3mm glass-bulb Patents Sprinkler Frame : Brass Casting US Patent No . 6 , 516 , 893 applies to the • Sprinklers' Pressure Rating : 175 psi Model F1 Res 49 & 58 Pendent Sprinklers Factory Hydrostatically Tested to 500 psi Product Description • Thread Size : 1/2" NPT (R'/2) Model F1 Res Pendent sprinklers ( Figs . 1 , 2 , 3 , & 4) are • K-Factor: 4.9 (Actual) - F1 Res 49 Pendent Sprinkler5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler fast response sprinklers combining excellent durability , 7.6 (Actual) - F1 Res 76 Pendent Sprinkler high sensitivity glass-bulb and low profile decorative 4.4 (Actual) - F1 Res 44 HSW Sprinkler design . The F1 Res Horizontal Sidewall sprinklers ( Figs . 4.0 (Actual) - F1 Res 40 HSW Sprinkler 5 , 6 & 7 ) are equally attractive when above ceiling piping Density : Minimum 0 .05 gpm/ft2 cannot be used . The 3mm glass-bulb pendent sprinklers permit the Application efficient use of residential water supplies for sprinkler Model F1 Res Sprinklers are used for Residential Fire coverage in residential fire protection design . Protection according to UL 1626 Standard* . Be sure The low flow F1 Res sprinklers are specially that orifice size , temperature rating , deflector style and engineered for fast thermal response to meet the sprinkler type are in accordance with the latest sensitive fire protection application needs of the latest residential market standards ( UL 1626 Standard I*) , published standards of The National Fire Protection Association or the approving authority having Upon fire conditions , rising heat causes a sprinkler's jurisdiction . heat-sensitive glass- bulb to shatter , releasing the * Effective date 7/ 12/02 The Reliable Automatic Sprinkler Co . , Inc . , 103 Fairview Park Drive , Elmsford , New York 10523 Installation Models F1 Res sprinklers are to be installed as SWC sprinklers use only the Model GFR2 sprinkler shown . Model F1 , F2 and FP Escutcheons , illustrated wrench ; for installing Model F1 Res Recessed HSW herewith , are the only recessed escutcheons to be used sprinklers use only the Model GFR2 Sprinkler Wrench . with Model F1 Res sprinklers . Use of any other Use of wrenches other than those specified may recessed escutcheon will void all approvals and damage these sprinklers . Install F1 Res 44 and 40 HSW warranties . For installing Model F1 Res Pendent with a ceiling to deflector distance of 4" - 12 . Flow arrow sprinklers use only the Rel ID di Pendent ch ; r marking deflector must ceiling .oint away ay from near wall and "Top" installing Models Ft • Model F1 Res 49 , 58 & 76 I Model F1 Res 49 , 58 & 76 Pendent Recessed Pendent / F1 Wrc IM I �y F1 escutcheon , /" ( 19mm) adjustment 1 ,/1• HOLE Ott [s7,1 1 1 1316. OK TUM COUM L rVWACAM SPRHxiEHWDos j 11 fAC[ OF nnmc TO oJ� AD)USTi$HT T - I Ifig mmJPAP 1 17/310 DK I35FG0J 135FG02 Pva1 l Fig . 1 Fig , 2 2 . Technical Data : F1 Res 49 Pendent and Recessed Pendent Escutcheon*, F1 or F2 , Data . Sprinkler Max. Face of fitting to Actual Sprinkler Adjustment "A" ceiling Thread Temp. pressure Max. Ambient K Length Type Inch (mm) Inch (mm) Inch mm Size Ratin psi bar Tem Factor Inch (mm) t 19 . 1 3 ,5 °F °C p ( ) °F °C F1 % ( 19 .0) Max . =1 " ( 38. 1 ) /s - /s (4.7 - 24.0) %" NPT 155 68 175 ( 12) 100 38 4.9 2 .25 (57) Min . (23 , 8) (23 . 8) s „ ( R/) 175 79 150 66 F2 %2 (12 .7) Max. = 1 %" (38. 1 ) /,s - /s (47 - 17 .4) * Note: Escutcheons F1 or F2 may be used with Model F1 Res 49 & 58 Recessed Pendent Sprinkler Deflector - to - ceiling *Deflector - to - ceiling Maximum 1 " (25mm) to 4" (100mm) Maximum 4" (100mm) to 8" (203mm) Sprinkler Max. Sprinkler Sprinkler Nyl rinkler Flow Pressure Flow Pressure Identification Spacing gpm (Lpm) psi (bar) Identification Spacing gpm (Lpm) psi (bar) Number SIN Number SIN ft m .6x3.6) 13 49 7 .0 (0 .48) 12 x 12 3.6x3 .6 15 57 9 .4 0.65 4.3x4.3) 13 (49) 7 .0 (0 .48) 14 x 14 4.3x4.3 16 60.5 10 . 6 0 .73 16 x 16 4.9x4.9 13 49 7 .0 0 .48 R3516 16 x 16 (4.9x4 .9) 17 (64.3) 12 .0 (0 .83) R3516 18 x 18 (5.5x5.5) 17 (64 .3) 12.0 (0.83 18 x 18 (5.5x5.5 19 72 15 .0 1 .0 20x20 (6. 1x6. 1 ) 20 (75 .7) 16.7 ( 1 . 14) 20 x 20 (6. 1 x6. 1 ) 22 (83.2) 20.2 ( 1 .4) * Note : The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria : 1 . Maximum beam depth = 7 " ( 178mm ) 2 . Beam spacing at or greater than 7 . 5 ft . ( 2 . 3m ) on center . Technical Data : F1 Res 58 Pendent and Recessed Pendent Sp rinkler Max Ambient K Sprinkler Thread Temp. M Len Size Ratin pressure Tem . Factor Inch (mm) psi (bar) °F °C ° F °C '/z" NPT 155 68 175 ( 12) 100 38 5 ,8 2 .25 (57) ( R1/2) 175 79 150 66 ZkowFlow Pressure Ceiling �o- Sprinkler m (Lpm) psi (bar) Deflector IdenYfic (S NInch mm Number SIN6 61 7 .6 (0.53)6 61 7 .6 (0 .53) 1 4 16 x 16 4.9x4.9 16 61 7 .6 0 .53 (25- 100) R3513 18 x 18 5 .5x5. 5) 19 (72) 10.8 (0. 75 20 x 20 (6 . 1x6. 1 ) 22 (83.3) 14.4 1 .0) 3 . Technical Data : F1 Res 76 Pendent and Recessed Pendent Sprinkler Max Sprinkler Thread M Ambient K Size Ratin Pressure Tem Factor Inch (mm) psi (bar) of o� OF f Oc Face of fitting to s NPT 155 68 100 38 7 g 2. 25 (57) Type Adjustment Inch�(mm) ceding 175 7g 175 ( 12) 150 66 Inch (mm) Inch mm (R3/4) F1 3/a ( 19.0) Min . = %" ( 19. 1 ) %s - ' %s (4.7 - 24 .0) Max. - 1 38 . 1 Max. Sprinkler Flow Pressure Sprinkler 12.7 Min , .- ,11/6" (23.8) 316 _ "/,s (4 .7 - 17.4) Spacing Identification F2 ( ) Max. = %" (38 . 1 ) t m gpm (fpm) psi (�� Number SIN 12 x 12 (3.6x3 .6) 21 7 . 6 (0 .53) 14 x 14 4 .3x4 .3 21 7 .6 0. 53 16 x 16 4 .9x4.9 21 7 .6 0 .53 R7618 18 x 18 (5 .5x5 . 5) 21 7 .6 (0 .53) 20 x 20 (6 . 1 x6 . 1 ) 23 9 .2 (0 .63) • Model F1 Res 49 , 58 & 76 Model F1 Res 49, 58 & 76 CCP Pendent Recessed Pendent / FP xi""; FP push -on/thread -off escutcheon 2 5/6' DK [66. 7mmJ 2 5/8 " [66-7mm] DIA. RUSE w COLING 2 5/ 16 DIA. FIOLE IN CEILING 5116" DIA [58. 7mm] 1 CUP CUP L 1/2 " RfDUCER 1 r - - - � 1X I/20 REDUCER CUP - - - -�- - - - - I � 1 CEILING \ T �� 1 1/4 " [� 1 SmmJ -� I PYAX, FACE OF FITTING I } II TO FACE OF CEILING DIMENSION J L CE6lNG 1 I/2' [JB. IMMI MAX. ACE COVER ADJUSTMENT I HEIGHT (({ _ _ a� To ME OF CEU NG �- IX1tEN5tUN NG I 3 5/ 16 '" DIA. 135E G04C [84. 1 mm] /2' [J mj rr c A. EP AUJUSNENT F1 RES 49 58 & 76 CCP PEND . Fig . 3 Fig . 4 INOTE: The F1 Res 76 will use a 1 " x 3/W reducer. 4 . Technical Data : F1 Res 49 CCP Pendent and Recessed Pendent / FP CCP options Data : it' Cover CCP MaerAdustment C x. CP Height Sprinkler Assembly Max. Ambient K Sprinkler Inch mm Inch mm Thread Twp Temp. Pressure Temp. Factor Length 12 .7) 5 (24) Size Rating Ratin psi (bar) Inch (mm) °F °C °F °C °F °c 3 , (4 .7) s 4 ( 19) 1/' NPT 155 68 135 57 175 ( 12) 100 38 4.9 2 . 25 (57) ( R'/z) FP Data Max. Sprinkler Flow Pressure Sprinkler FP Position Inch mm Spacing Identification 11 ft m g gpm (Lpm) psi (bar) Number SIN Max . Recessed 12 x 12 (3.6x3.6) 13 (49 7.0 (0.48) Min. Recessed 5/ (24) 14 x 14 (4.3x4 .3) 13 (49) 7,0 (0,48 4 are not 16 x 16 4.9x4 .9 14 53 8. 2 0.56 83516 Note: suitable orrinklers tinns allationown in igin ceilings which have 18 x 18 (5.5x5 .5) 18 (68 . 1 ) 13 .5 (0 .93) positive pressure in the space above. 20 x 20 (6. 1 x6. 1 ) 20 ( 75.7) 16 .7 ( 1 . 14) Technical Data : F1 Res 58 CCP Pendent and Recessed Pendent/FP Sprinkler CCP Max.Assembly Max. Ambient K Sprinkler Thread Temp. Len Rating In Temp. Pressure Temp. Factor ch mm Size Ratin psi (bar) ( ) OF or, OF °c °F °C F'/z" NPT 155 68 135 57 175 ( 12) 100 38 5 .8 2. 25 (57) (R'/z) Max. Sprinkler Sprinkler S acingFlow Pressure Identification ft m gpm (Lpm) psi (bar) Number SIN 12 x 12 3.6x3 .6 16 61 7 .6 0 .53 14 x 14 (4 .3x4.3 16 (61 7 .6 (0.53) 16 x 16 (4.9x4 .9 16 61 ) 7 .6 (0 .53 R3513 18 x 18 5 .5x5 .5 19 72 10.8 0.75 20 x 20 (6. 1 x6. 1 ) 22 (83 .3) 14 .4 ( 1 .0 Technical Data : F1 Res 76 CCP Pendent and Recessed Pendent/FP Sprinkler CcP Max.Assembly Max. Ambient K Sprinkler Thread Temp. Temp. Pressure Temp, Factor Length Size Rating Ratin psi (bar) Inch (mm) OF °C OF °C °F °c 338 /4' NPT 155 68 135 57 175 ( 12) 150 66 7 .6 2. 25 (57) (R3/4) 175 79 Max. Sprinkler Sprinkler Spacing Flow Pressure Identification m gpm (Lpm) psi (bar) Number SIN ft 12 x 12 (3.6x3. 6) 21 7 .6 (0.53) 14 x 14 4.3x4.3 21 7 .6 0.53 16 x 16 (4.9x4.9) 21 7 .6 (0.53) R7618 18 x 18 (5.5x5.5) 22 8 .4 (0.58) 20 x 20 (6. 1 x6. 1 ) 25 10 .8 0 .74) 5 . • Model F1 Res 44 & 58 HSW Model F1 Res 44 & 58 Recessed HSW/F2 Y W i o ffv x. F2 escutcheon , /" 13mm ) adjustment Technical Data : F1 Res 44 HSW & HSW/F2 Escutcheon , F29 Data : Sprinkler Max. Adjustment Face of Fitting Sprinkle 1 to wall Thread Tampa M Ambient K Length TYpe Inch (mm) Inch mm size Ratin Pressure Tem . Factor Inch mm psi (bar) OF °C ( ) F2 % ( 13) 3/ - + + (4.7 - 17 .4) °F °C '/z" NPT 155 68 175 ( 12) 100 38 4. 4 2.45 (62) ( RI/2) 175 79 150 66 Max. Sprinkler «A„ Sprinkler Temp. Flow Pressure Sprinkler Identification Spacing Ceiling -to- Rating gpM i bar (m)g Deflector OF (°C) (fpm)ft (bar) Number (SIN) Inch mm 12 x 12 3 .6x3.6 155 68 175 79 12 45 .4 7.5 0.52 14 x 14 (4 .3x4.3) 155 68) 175 (79) 14 (53 .0) 10. 2 (0 .71 ) 16 x 16 (4 .9x4.9) 4 . 6 155 (68) 175 (79) 16 60.6 13 .3 0 . 92) 16 x 18 4.9x5.5 ( 101 - 152) 155 68 175 79 18 68 . 1 16.8 1 . 16 18 x 18 (5 .5x5.5) 155 (68) 175 (79) 19 72 .0 18 .7 1 .29) 16 x 20 (4.9x6. 1 ) 155 (68) 175 (79) 23 (87 . 1 ) 27 .4 ( 1 .89) R3531 12 x 12 3 .6x3 .6 155 (68) _ 175 79 14 53 .0 10 . 2 0 .71 14 x 14 4.3x4.3) 155 (68) _ 175 79 16 (60 .6) 13 .3 (0 .92) 16 x 16 (4.9x4.9) 6 - 12 155 (68) 175 (79) 17 (64.4) 15 .0 ( 1 .04) ( 152-305) 16 x 18 4.9x5.5 155 68 175 79 20 75 .7 20 .7 1 .43 16 x 20 (4.9x6. 1 ) 155 (68) 175 (79 23 (8 . 1 ) 27 .4Q . 89) 6 . Technical Data : F1 Res 58 HSW & HSW/F2 Escutcheon , F2 , Data : Face of Fitting SprinM Sprinkler M AmT Adjustment to wall Thread p• bient K Length Inch (mm) Temp. Inch mm Ratin Pressure Tem Factor Inch mm , 3 1 � Size psi (bar) o f oC ( ) F2 / ( 13) /s - /s (4.7 - 17.4) °F °C Y(RNPT 155) 8175 7g 175 ( 12) 150 66 5 .8 2.45 (62) < <A,O Sprinkler Temp. Flow Pressure Sprinkler Ceiling Aomw or Rating gpm psi (bar) Identification Max Sprinkler Spacing F ( C) (Lpm) Number (SIN) ft (m) Inch mm 12 x 12 (3.6x3.6 155 (68 175 (79) 16 (60 . 6) 7 .6 (0 .53) 14 x 14 4.30.3 155 68 175 79 18 68 .2 9 .7 0.67 4 - 6 16 x 16 4 .9x4.9 155 68 175 79 21 79.5 13 . 2 0 .91 16 x 18 (4 .9x5 .5 ( 101 _152) 155 (68) 175 79) 25 94.7) 18 .6 ( 1 . 28) 16 x 20 4.9x6. 1 155 68 175 79 29 109 .8 25 1 .73 R3533 12 x 12 3.6x3.6 155 68 175 79 22 83 .3 14.4 1 .0 14 x 14 (4.3x4.3) 6 - 12155 68) 175 (79) 22 (83 .3) 1404 ( l .0 16 x 16 4 .9x4.9 ( 152-305) 155 68 175 79 26 98.4 20 . 1 1 .39 16 x 18 (4 .96 . 5) 155 68) 175 (79) 31 ( 117 .4) 28 ,6 ( l .97) 7 . • Model F1 Res 44 SWC 4to 12' [ 101.60mm To 304.80MMI 1 1/4 ' [31. 75mm] MOXimum Face O/ Fitting PUSH ON COVER, THEN To Wall Dimension TURN TO ADJUST UNTIL ,,., . TIGHT AGAINST WALL, I " X 1/2' Reducer �I Recommended 1 i Wall Hole 2 5/16" ' 2 5/8' [58. 74mm] —; — - —"�" - 3 5/16 ' [66.68mm] Dib. ' [84. I4mm] Dib. 1 Dio, j rry 1 TURN COLLAR UNTIL •7 TIGHT AGAINST SPRINKLER �, '. �nl 1 21132 ' WRENCH BOSS. [42.O7mm] 1J5TCA 1/2' [12. 7Omm] - Adjustment F1 RES 44 SWC Fig . 5 Technical Data : F1 Res 44 SWC Sprinkler cover Temp. M� K Sprinkler Thread Temp. Rating M Pressure Ambient Temp. Factor Length Size Ratin psi (bar) Inch (mm) OF °C OF °C °F °C Y2" NPT 155 68 135 57 175 ( 12) 100 38 4 .4 2 .45 (62) ( R '12) Max. Sprinkler tIA„ Flow Sprinkler Spacing D ing Deflector gpm psi (ba)essure Identification Spacing m Number (SIN) m Inch mm (Lpm) 12 x 12 3 .6x3.6 13 49.2 8.7 0 . 60 14 x 14 4 .3x4.3) 14 (53.0 10.2 (0. 71 ) 16 x 16 4.9x4.9 4 - 6 17 64.3 15 ,001 ) ( 101 -152) 16 x 18 (4 ,9x5,5L 118 (68, 1 ) M16,8 1 . 13 16 x 20 (4.9x6. 1 ( 1 . 89) R3531 12 x 12 3 .6x3.6r6 - 0.71 14 x 14 4.3x4.3 0. 8116 x 16 (4.9x4.9 ( 1 . 16)16 x 18 4.9x5 .5 ( 1 .43) 8 . • Model F1 Res 40 Recessed HSW/F2 • Model F1 Res 40 HSW ti F2 escutcheon , y" 13mm ) adjustment FACE OF FITTING TO WALL DIMENSION 1 TAMVN��[ 2 1/4 " HOLE OA i/8 . A " 32mm CEILING TO [572mm) [ . � DEFLECTOR DIMENSION Is X 1/2 " REDUCER 7 To wo 7 15/160 DIA. I [49.2mm1 '1 2 27/32" DIA. i [72.2Imm) I TURN COLLAR UNTIL � 1 -'-----LL TIGHT AGAINST SPRINKLER \\. WRENCH BOSS. --� 1/2" [13mmJ I35FGO6-C ADJUSTMENT 135FG05 F1 RES 58t 44 & 40 HSW / F2 Fig . 6 Fig . 7 Technical Data : F1 Res 40 HSW & HSW/ F2 Escutcheon , F2, Data : nInch itting Sprinkler Max S rinkler Adjustmentll Thread Temp. Max' Ambient K Lengti� Type Inch (mm) m ins PressureTem . Factor Inch mm Sae psi (bar) of Factor ( ) F2 '/z ( 13) 3/16 - 'Y16 (4.7 - 17 .4) °F °C 1/2" NPT 155 68175 ( 12) 100 38 4.0 2 .45 (62) ( RI/2) 175 79 150 66 "All S rinkler Temp. Flow Sprinkler Max. Sprinkler Ceiling -to- p Pressure Spacing Deflector Rating (fpm) psi (bar) Number (SIN) Inch mm 12 x 12 3 .6x3.6 155 68 175 79 13 49 .0 10.6 0 . 73 14 x 14 4.3x4.3 155 68 175 79 16 60 .5 16 .0 1 . 10 16 x 16 (4.9x4. 9) 155 (68 17 (64 .3) 18 . 1 ( 1 .24) 4 - 6 175 79 18 68 . 1 20 .2 1 .39 16 x 16 4. 9x4.9 ( 101 -152) 16 x 18 4 .9x5 . 5 155 68 175 79 20 75.7 25 .0 ( 1 ,72) R3538 18 x 18 (5 .5x5.5) 155 68) 175 (79) 22 (83 .3) 30. 2 (2 .08) 16 x 20 4 .9x6. 1 155 68 175 79 23 87 .0 33 . 1 2 . 28) 12 x 12 3.6x3.6 155 68 175 79 13 49 .0 10 .6 0.73 14 x 14t4 3x4.3) 6 - 12 155 68 175 (79 17 (64 .3) 18 . 1 ( 1 . 24) ( 152-305) 155 (68) 175 (79 16x 164.9 20 (75.7 25 .0 x4.9) 9 . Finishes(') Ordering Information Standard Finishes Specify : Sprinkler F1 I F2 FP Escutcheons 1 . Sprinkler Model Bronze Brass 2 . Sprinkler Type Chrome Plated Bright Chrome Plated White Polyester Coated White Painted 3 , Temperature Rating Spec ialn Finishes 4 . Sprinkler Finish SprinklerF1 F2 , Escutcheons 5 . Escutcheon Finish Bright Brassht Brass Black Platedck Plated Black Paintck Paint Off White White Satin Chrome Satin Chrome M Other finishes and colors are available on special order. Consult factory for details. Maintenance Model F1 Res 49 & 58 Recessed Pendent/F1 , Model F1 Res 49, F1 Res 58 , F1 Res 76 , F1 Res 44 and Model F1 Res 49 & 58 Recessed Pendent/F2 , F1 Res 40 Sprinklers should be inspected quarterly , and Model F1 Res 49 & 58 Recessed Pendent/ FP the sprinkler system maintained in accordance with NFPA Sprinklers shall be [cULus Listed] [New York City MEA 25 , 13, 13D , and 13R . Do not clean sprinkler with soap and Approved ( 258-93- E)] low flow residential recessed water, Ammonia or any other cleaning fluids . Remove dust pendent sprinklers engineered to provide a minimum by using a soft brush or gentle vacuuming . Remove any design density of 0.05 gpm/ft2 over the listed coverage area, sprinkler which has been painted (other than factory Listed flows as specified by the manufacturer's technical applied) or damaged in any way. A stock of spare data sheets are to be used . Residential sprinklers shall be sprinklers should be maintained to allow quick installed in conformance with the manufacturer's installation replacement of damaged or operated sprinklers. Prior to guidelines and the applicable installation standard . Where installation , sprinklers should remain in the original cartons pendent residential sprinklers are installed under sloped and packaging until used . This will minimize the potential ceilings having a pitch of up to [4/12] [8/12] , the sprinklers for damage to sprinklers that could cause improper shall be listed for such use . Deflector-to-ceiling distance operation or non operation . listing shall be 1 " to 8" maximum . Sprinkler frame and deflector shall be of bronze frame construction having a '/2" Model FIRES 49 Residential NPT thread . Water seal assembly shall consist of a Sprinkler Specifications Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts , and having a temperature rating of [ 155°F (680C)] Model F1 Res 49 & 58 Pendent [ 175°F (79°C Sprinklers shall have a nominal K-factor of )] � p Sprinklers shall be [cULus Listed] [New York City MEA 4. 9 (70) . Standard finish : [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify] . Recessed escutcheon Approved (258-93-E)) low flow residential pendent assembly shall be a steel , two-piece escutcheon [with sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. adjustment (Model F2)] [with 3/a" adjustment (Model F1 )] [of Listed flows as specified by the manufacturer's technical push-on and thread off design With 1/2" adjustment (Model data sheets are to be used . Residential sprinklers shall be N')] Standard finish shall be [brass][bright chrome] [white installed in conformance with the manufacturer ' s dent sprinklers shall be painted] . Residential recessed pen installation guidelines and the applicable installation Reliable [Model F1 Res 49 & 58 Recessed Pendent/F1 ] Where pendent residential idential sprinklers are [Model F1 Res 49 & 58 Recessed Pendent/F2] [Model F1 installed under sloped ceilings having a pitch of up to [4/ 12] Res 49 & 58 Recessed Pendent/FP] SIN 83516 & R3513 [8/12] , the sprinklers shall be listed for such use . Bulletin 135) . Deflector-to-ceiling distance listing shall be 1 " to 8" maximum . Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread . Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts , adingSprinklersmilerature shall Irating of [ 155OF (68 C)] [ (790C)I , have a nominal K-factor of 4.9 and 5.8 . Standard finish : [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify] , Residential pendent sprinklers shall be Reliable Model F1 Res 49 & 58, SIN R3516 & R3513 (Bulletin 135) . 10 . I Model F1 Res 49 & 58 CCP Pendent (Concealed) Model F1 Res 40 Recessed Sprinklers shall be [cULus Listed] [New York City MEA Horizontal Sidewall Sprinkler al concealed Use description for the Model F1 Res 40 horizontal Approved (258-93- E)] low flow residenti sprinklers engineered 2to provide a minimum design sidewall sprinkler with the following modifications : Replace density of 0 . 05 gpm/ft over the listed coverage area. " horizontal sidewall sprinkler" with " recessed horizontal Listed flows as specified by the manufacturer' s technical sprinkler . " Add : Recessed escutcheon assembly shall be data sheets are to be used . Residential sprinklers shall a steel , two-piece escutcheon with 112 adjustment (Model be installed in conformance with the manufacturer' s F2). Standard finish shall be [brass][bright chrome] [white installation guidelines and the applicable installation painted] [Special finish- specify] . Residential recessed standard . Where pendent residential sprinklers are horizontal sidewall sprinklers shall be Reliable Model F1 installed under sloped ceilings having a pitch of up to Res 40/F2 , SIN R3538 (Bulletin 135) . [4/ 12] [8/12] , the sprinklers shall be listed for such use . Sprinkler frame and deflector shall be of bronze frame construction having a 1/2 " NPT thread . Water seal Model F1 Res 44 Horizontal Sidewall Sprinkler assembly shall consist of a Teflon-coated Belleville Sprinklers shall be [cULus Listed] [New York City MEA spring washer and top-loaded extruded cup with 3 mm Approved (258-93-E)] low flow residential horizontal glass bulb containing no plastic parts , and having a sidewall sprinklers engineere2d to provide a minimum temperature rating of 155 ° F (680C ) . Cover plate design density of 0 . 05 gpm/ft over the listed coverage assembly shall consist of a brass cover plate and copper area . Listed flows as specified by the manufacturer' s alloy retainer flange . Method of attaching the cover plate technical data sheets are to be used . Residential to the sprinkler cup shall be a push-on and thread-off sprinklers shall be installed in conformance with the design allowing a 'h " cover plate adjustment. Cover manufacturer ' s installation guidelines and the plate temperature rating shall be 135°F (570C) . A plastic applicable installation standard . Where horizontal protective cap shall be provided and factory installed sidewall residential sprinklers are installed under sloped inside the sprinkler cup to protect the sprinkler from ceilings having a pitch of up to [4/ 12] [8/ 12] , the damage , which could occur during construction before sprinklers shall be listed for such use . Sprinkler frame the cover plate is installed . Standard cover plate finish : and deflector shall be of bronze frame construction [White] [Custom Color- specify] . ] . Concealed pendent having a 'h" NPT thread . Water seal assembly shall sprinklers shall be Reliable Model F1 Res 49 & 58 CCP , consist of a Teflon-coated Belleville spring washer and I SIN 83516 & R3513 ( Bulletin 135) , top - loaded extruded cup with 3 mm glass bulb containing no plastic parts , and having a temperature rating of [ 155° F (680C )] [ 175°F (790C)] . Sprinklers shall Model F1 RES 40 and F1 Res 44 Horizontal have a nominal K-factor of 4 . 4 (62 . 8) . Standard finish : Sidewall [ Bronze] [Chrome-plated] [White Polyester] [Special Residential Sprinkler Specifications finish- specify ] . Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44 , SIN R3531 ( Bulletin 135) . Model F1 Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Model F1 Res 44 Recessed Approved ( 258-93-E ) ] low flow residential horizontal Horizontal Sidewall Sprinkler sidewall sprinklers engineered to provide a minimum Use description for the Model F1 Res 44 horizontal design density of 0. 05 gpm/ft over the listed coverage sidewall sprinkler tion with the following modifications : area . Listed flows as specified by the manufacturer' s Replace " hrizontal sidewall sprinkler" with modifications : technical data sheets are to be used . Residential horizontal sprinkler , " Add : Recessed escutcheon sprinklers shall be installed in conformance with the assemblyshll be a steel , two-piece escutcheon with 'h" manufacturer's installation guidelines and the applicable adjustment ( Model F2 ) . Standard finish shall be installation standard . Where horizontal sidewall brass bri ht chrome white painted] [Special finish- residential sprinklers are installed under sloped ceilings secs] [ ght chrome] [recessed ed][horizontal sidewall having a pitch of up to [4/ 12] [8/ 12] , the sprinklers shall be sprinklers shall be Reliable Modelo Res 44sid SIN listed for such use . Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread . R3531 ( Bulletin 135) . Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts , and having a -- temperature rating of [ 155°F ( 680C)] [ 175° F ( 79°C)] . Sprinklers shall have a nominal K-factor of 4 . 0 (57 . 1 ) . Standard finish : [ Bronze ] [Chrome - plated ] [White Polyester] [Special finish- specify] . Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40 , SIN 83538 ( Bulletin 135 ) . 11 . j Model F1 Res 76 Pendent Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum concealed sprinklers engineered to provide a minimum design density of 0 .05 gpm/ftz over the listed coverage design density of 0 .05 gpm/fC over the listed coverage area. Listed flows as specified by the manufacturer's area. Usted flows as specified by the manufacturer's technical data sheets are to be used . Residential technical data sheets are to be used . Residential sprinklers y sprinklers shall be installed in conformance with the shall be installed in conformance with the manufacturer's i manufacturer's installation guidelines and the applicable installation guidelines and the applicable installation installation standard . Sprinkler frame and deflector shall be standard . Sprinkler frame and deflector shall be of bronze of bronze frame construction having a 3/a" NPT thread . frame construction having a 3/4" NPT thread . Water seal Water seal assembly shall consist of a Teflon-coated assembly shall consist of a Teflon coated Belleville spring Belleville spring washer and machined cup with 3 mm washer and machined cup with 3 mm glass bulb glass bulb containing no plastic parts , and having a containing no plastic parts, and having a temperature temperature rating of [ 155°F (680C)] [ 175°F (790C)] . rating of 15501:: (680C) . Cover plate assembly shall consist Sprinklers shall have a nominal K-factor of 7. 6. Standard of a brass cover plate and copper alloy retainer flange . finish : [Bronze] [Chrome-plated] [White Polyester] [Special Method of attaching the cover plate to the sprinkler cup finish- specify] . Residential pendent sprinklers shall be shall be a push-on and thread-off design allowing a '/2" Reliable Model F1 Res 76 , SIN R7618 (Bulletin 135) , cover plate adjustment. Cover plate temperature rating shall be 135°F (570C) . A plastic protective cap shall be provided and factory installed inside the sprinkler cup to Model F1 Res 76 Recessed Pendent/F1 , protect the sprinkler from damage , which could occur Model F1 Res 76 Recessed Pendent/F2 , during construction before the cover plate is installed . Model F1 Res 76 Recessed Pendent/FP Standard cover plate finish : [White] [Custom Color- Sprinklers shall be [cULus Listed ] low flow residential specify] . ] . Concealed pendent sprinklers shall be Reliable recessed pendent sprinklers engineered to provide a Model F1 Res 76 CCP, SIN 87618 (Bulletin 135) . minimum design density of 0 . 05 gpm/ft over the listed coverage area . Listed flows as specified by the manufacturer's technical data sheets are to be used . Residential sprinklers shall be installed in conformance with the manufacturer' s installation guidelines and the applicable installation standard . Sprinkler frame and deflector shall be of bronze frame construction having a 3/4 " NPT thread . Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts , and having a temperature rating of [ 155° F (680C )] [ 175°F (790C )] . Sprinklers shall have a nominal K-factor of 7 . 6 . Standard finish : [ Bronze] [Chrome-plated] [White Polyester ] [ Special finish- specify ] . Recessed escutcheon assembly shall be a steel , two- piece escutcheon [with 1/2" adjustment ( Model F2)] [with 3/4" adjustment (Model F1 )] [of push-on and thread off design with 1/2 adjustment ( Model FP)] . Standard finish shall be [brass] [ bright chrome ] [white painted ] . Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F1 ] [Model F1 Res 76 Recessed Pendent/F2] [ Model F1 Res 76 Recessed Pendent/FP] SIN R7618 ( Bulletin 135) . The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation , or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by y ® The Reliable Automatic Sprinkler Co. , Inc. np (800) 431 -1588 Sales Offices ® RecRecycled ldr (914) 829-2042(800) 848-6051 Sales FaxCorporate Offices Revision lines indicate updated or new data. ml � bllwww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 6/07 P/N 9999970235 Fire Protection by Computer Design METRO FIRE PROTECTION 8145 LAKE DRIVE LINO LAKES MN 55014 651 -784-0417 Job Name : JEFFERS POND Building WILLOWBROOK BASEMENT DA4 Location PARKSIDE COURT System Contract Data File : willowbrook BASEMENT.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 METRO FIRE PROTECTION Page 1 Date 111808 JEFFERS POND DESIGN INFORMATION SHEET Date Name - JEFFERS POND Location - PARKSIDE COUP S stem No . - Building - WILLOWBROOK ,a T DA- 4 Y - Contract No . Contractor - METRO FIRE I -0N Drawing No . - FP- 1 Calculated By - J . GANTE R Construction ( X ) Combust: ( ) Non - Combustible Ceiling Height 10 ' OCCUPANCY - RESIDENTIAL S Type of Calculation : ) NF ' 13 Residential ( ) NFPA 13R ( X ) NFPA 13D Y Number of Sprinkler : oa i: G : ( ) 1 ( X ) 2 ( ) 4 ( ) S ( ) Other Made by Date T ( ) Specific Ruling --- S stem e M Listed Flow at Start- - 17 . 0 Gpm Y Type Listed Pres . at Sty t t - 12 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPAC I ' iC. x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Adc � - 0 Gpm Make RELIABLE Model RES 49 I Elevation at Highest C�' Size 1 / 2 K - Factor 4 . 9 .� t5et - 2 ' Feet Temperature Rating 155 G Note : N Calculation Gpm Requi e 4 . 0 Psi Required 34 . 6 At Test Summary C - Factor t < . r t . Overhead 150 Underground 150- - -- - - Pum Data : Tank or Reservoir : W Water Flow Test : p Ca p . A Date of Test - 10 - ? Rated Cap . Elev . T Time of Test - 8 : V 1i=' @ Psi E Static ( Psi ) - 60 Elev . 0 R Residual ( Psi ) - 28 Other Well Flow ( Gpm ) - 1805 Proof Flow Gpm S Elevation - 0 P Location : PARKSIDE CC ;j ;NT P ST L Source of Informations a r->� � E Y - Compriter Programs by Hydratee Inc. Route 111 Windham N . H . USA 03087 OD L 00 � OOD � T �y N T OMM N cri CL as 3: to ^ E O N Clam Co C O O CO0 00 a) Q): N N QS W U) U) Co Cf) � CTNN O OM RS ccloao = SclUJ N co D M O O Q O � T Z G RI O O T � 0 Ir U .--• C LO 00 N M O < NZ = T ,Q E O J � LL o CL N O � O C 0 U LO OCDW co CUNT U ~ N (Do U NnLL E H �� � � WL o UO 191 o � a CA T w © din c it U N a it CL � , , =3LL CO TNN C) O O OOT � Mr O O O O O O O O O LL U cc W fn to � OC W W 'S � 2 CD M cV N CO O O 00 0 0 O 0 N 1� 00 � r M T O N 0D v o0rna cis co 00ODc cam) 0 N ( N00 c0 Q O N OOILLn 00 CC) O 00 OOd' co O Q Cp OOMC`?CD D 2 Z LO r 0ONN LO N L 70 C O N O OONn3 M 00 0 0 r N 7 O M U) CO L") M t� r- ci C O N N rf N U Cit CO .- .- •- •- ) m to v T N � O � c) _ N to CV �- T .f? U) tl) E d N CP 00 6) 00 ca N V CD 0 C N d r- MNCOCOt� �o Cfj N Cit 11 ( E .— NCV r� totoL^ to 0 o C tL N h CO LO) co co (O O Ncf) O N t� Md' m um Z) Z N N > O a� > fl cli W oU cs 0 E v m = m rnt O wcc: t!= -a W O ca 0) f- o o as O cn c � �- c E m ca > > c U. c cn = � cnZ mmU (a. 00) � t1) C i CA 0 a) (n a5 is Z) N CY) DCW � > cn E rn3 W cz o LL � � Ut < w2ZOcnt- o �ju a y E rressure / Flow Summary - STANDARD METRO FIRE PROTECTION Page 4 Date 111808 JEFFERS POND Pt Pn Flow Density Area Press Node Elevation K-Fact Na Actual Actual - -- - — R�`— 12 .04 na 17 .0 0. 1 170 12 .0 D103 2 .0 • 4.9 D104 2 .0 4.9 13 .2 na 17.8 0. 1 170 12 .0 S09 2.0 12 .64 na S10 2.0 13 . 69 na X03 2 . 0 20 .75 na TOR 2.0 24 .47 na BOR 0.0 30 .22 na CURB 0.0 32 . 25 na TEST 0.0 34 .64 na The maximum velocity is 11 . 66 and it occurs in the pipe between nodes S10 and X03 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 4 I S r-"inal Calculations - Hazen -Viiliams Page 5 vt METRO FIRE PROTECTION Date 111808 JEFFERS POND Hyd . Qa Dia . Fitting Pipe Pe Pt Ref . *** *** * Notes * * * * * * „C„ or Ftng s Eqs . Ln . Total Pf Pn Point Qt Pf/Ft K Factor = 4 . 90 D103 17 . 00 1 : 104 1 N 7 .0 1 . 000 12 . 037 i 120 0 . 0 7 . 000 0 . 0 to Vel - 5 .70 S09 17 . 0 - --0 . 0751 0 . 0 - --- 8 . 000 _ .- - 0 . 601 -- -- --- - - - 0 .0 K Factor = 4 .78 12 . 638 --- - .-_ - 17 . 00 --- -- _. -- __ - = - D104 17 .80 1 . 104 10 5 . 0 1 . 000 13 . 198 K Factor . 90 to 120 0 . 0 5 . 000 0 . 0 Vel = 5 .97_- S10 17 . 8 0 :0818 0 .0 6_000 0 . 491 -- - - ---- - 17 0 . 0 K Factor = 4. 81 - 17 . 80 13 . 689 --- S09 17 . 00 1 . 104 0 .0 14 . 000 12 . 638 to 120 0 . 0 0 . 0 0 . 0 Vel = 5 .70____ __ S10 17 .0 -- 0 . 0751 . 0 .0 14 . 000 - 1 . 05.- -- ----- - -- S10 17 .80 1 , 104 1 T Ono 16 483 10 . 089 to 120 Vel = 11 .66 X03 34 . 8 0 . 2827 O .O 24 . 993 7 .066 X03 0 . 0 1 . 104 2E 5 . 13 8 . 000 20 . 755 to 120 0 . 0 5 . 130 0 . 0 Vel = 11 . 66 - - TOR 34. 8 0 . 2827 0 .0 - 13 . 130 3312 - TOR 0 .0 1 . 104 1 Mil 2 . 886 8 .000 24 .46 to 120 1S 6 .413 9 . 299 0 . 866 Vel = 11 .66 _ BOR 34 .8 _ 0 .2827 0 . 0 17 . 299 4 .891 1 T 12 .089 40 . 000 30 . 224 BOR 0 . 0 1 . 61 to 150 1 Mil 3 .778 27 . 956 0 . 0 Vel = 5 .48 _-- 2E 12 .089 67 . 956 2 . 02 CURB _ 34. 8_ 0 . 0298 CURB 0 . 0 1 .481 1T 84 40 348 0 . 0 . 084 00 to 140 Vel = 6 . 48 0 .0 47 . 084 --2 .393 ---- TEST _34 .8 0 .0508 _ 0 . 0 34 .641K Factor = 5 .91 - -_ 34. 80 ---- - -- computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Fire Protection by Computer Design METRO FIRE PROTECTION 8145 LAKE DRIVE LINO LAKES MN 55014 651 -784-0417 Job Name JEFFERS POND Building REDWOOD BASEMENT DA-5 Location : PARKSIDE COURT System : Contract Data File REDWOOD BASEMENT.WX2 computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 METRO FIRE PROTECTION Page 1 Date 111808 JEFFERS POND i % DESIGN INFORMATION SHEET Date Name - JEFFERS POND Location - PARKSIDE COUP. ' _ Building - REDWOOD BASENfr ` System Nov - Contractor - METRO FIRE ?_' ' `-'N Contract Nov Drawing Nov FP - 1 Calculated By - J . GANTf - Construction : ( X ) Combustt ( ) Non -Combustible Ceiling Height 10 ' OCCUPANCY - RESIDENTIAL S Type of Calculation : IN , 13 Residential ( ) NFPA 13R ( X ) NFPA 13D ( X ) 2 ) 4 Y Number of SprinklersaF� = == ( ) 1 ( ( ) S ( ) Other Made by Date T ( ) Specific Ruling - - _ ___-- --- --- System Type M Listed Flow at Sta ti - 17pm Listed Pres at St : t - 12 Psi ( X ) Wet ( ) Dry x 18 ( ) Deluge ( ) PreAction D MAXIMUM LISTED SPAS - ` _ - 0 Gpm Sprinkler or Nozzle E Domestic Flow Adde6:.t RES 49 S Additional Flow Adcie " - 0 Gpm Make RELIABLE Model' - e> t; - 2 ' Feet Size 1 / 2 K - Factor 4 . 9 I Elevation at Highe , - Temperature Rating 155 G Note : N � Psi Required 34 . 9 At Test Calculation Gpm Required a • - Underground 150 Summary C -Factor UQ _ Overhead 150 g - --- -- - Pum Data : Tank or Reservoir : W Water Flow Test : p Ca p . A Date of Test - 10 = Rated Cap . Elev . T Time of Test - 8 : 0t ' = " @ Psi E Static ( Psi ) - 60 Elev . 0 Other Well R Residual ( Psi ) - 28 Proof Flow Gpm Flow ( Gpm ) - 1805 - S Elevation - 0 P_ _ Location : PARKSIDE C P L Source of Informatic ^: Y Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 00 r T 000 q T LO N T OMM N CLCIS to ^ E OSam! 3p0 O 0EEVEE co co n� 0) G) ; a) 0) m > (A 0 < 0 W2 W to(/ (n � Q) CTNN O OM MOCOMMLOW E n N o 0 O can O � T Z C Co O _ O T � O U to 0 N r to O < NZ = T -- n N O as as E' o O aD OflCC T C O U LO O O 0 00 000 00 CO' N T L O Nn - ti- � O CL =O = d0' W O �,CnaCaC v N C- CC E N LL U) TNN �VVU in M N O O O ((=O) O O O O O L �Y' W O O� r M NUJ T LL H LU CC W U) (n OC W W 3: 2 � o �- M N N Cp C) C) co _ 0o0 T N Loo O O r �- T M T °° v o0rnrn CL p o o r d O o co cc �r M O O r� r� N N LO C) C) N O O LO Ln OD OD co Lo O M 00 oOv O Q m N C> to r OO M co Z Lo E LO r OONcm N .O C N C3 q* Or O O N C\6 CA rr C+700 O O r CU O M to CD LO M r r r U C O N N V r\l U 41 N (p a r r =- 6 .D N '- Or0 = N to CVmo r r r to to E r %�f CV CA QO C,n M U O MCV COcpr� C co N L Cr d N amCDE NNr� to to U-) Cn O = U O C' N CV n M to V Cn tLf 'CS 0 C\l r co 4r CO U, Q.. Z > O > a E (� s .fl In N C.7 QUi E O wm = m am — Cn d z co cn ui c: 0) Fes- 03: cd C cn C OCA v °) incd > > cLLp � Np LL U) o> r rn m U CL (1) b� (1) :Dm 0 C m U) Z) Z UW C D ami N to co O L C N LL. u. ¢ w2Z0 (n p pJLL CL ressure / Flow Summary - STANDARD Page 4 METRO FIRE PROTECTION Date 111808 JEFFERS POND Pt Pn Flow Density Area Press Node Elevation K-Fact Actual —— Actual ---- -- No . _ -- -- -- — — 12 .04 na 17 .0 0 . 1 170 12 .0 D105 2.0 4.9 18.34 0 . 1 170 12 .0 D106 2.0 4.9 14.01 na S11 2.0 12.64 na 2 0 14 . 53 na S12 24. 53 na TOR 2 .0 30 .43 na BOR 0.0 32.51 na CURB 0.0 34.98 na TEST 0.0 The maximum velocity is 11 . 04 and it occurs in the pipe between nodes S12 and TOR Computer programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 sinal Calculations - Hazen - Williams Page 5 METRO FIRE PROTECTION Date 111808 JEFFERS POND H d . Qa Dia . Fitting Pipe Pt Pt * *** * * * Notes Y 11c" or Ftng's Pe Pv Ref . Eqv . Ln . Total Pf Pn Point at Pf/Ft D 105 17 ,00 1 . 104 N 7 , 0 1 . 000 12 . 037 K Factor = 4 . 90 to 120 0 .0 7 . 000 000 Vel = 5 .70 S11 17 . 0 0 .0751 - 0 . 0 8 . 000 0 . 601 - 0 . 012 638 K Factor = 4. 78 17 .00 ---- - -- - K Factor = 4 . 9 D106 18 . 34 1 . 104 1 C3 5 . 0 1 . 000 14 . 011 to 120 0 .0 5 . 000 0 . 0 Vel = 6 . 15 _-_ - S 12 18 . 34 0 . 0865 0 .0 _ 6 . 000 0 .519 --- 0 . 0 14. 530K Factor = 4_81 18 . 34 -- -- _ --- - -- S11 17 . 00 1 . 104 3E 7 . 695 17 . 500 12 .638 to 120 0 . 0 7 .695 0 . 0 0 .0 -- 25 . 195 -- 1 .892 - -- -- Vel = 5 . 70-.- _ - - S12 --- - 17 . 0 0 . 075 _ - -- S12 18. 34 1 . 104 2T 12 .826 19 . 000 14 . 53 to 120 1E 2 . 565 15 . 391 O .O Vel = 11 .84 TOR 35 . 34 0 . 2909 0 .0 34 .391 10 . 004 _ - TOR Owo 1 . 104 1 Mil 2 . 886 8 . 000 24 . 534 to 120 IS 6 .413 9 . 299 0 . 866 Vel =11_84 BOR 35 . 34 0 . 2909 BOR 000 0 .0 17 . 299 5 . 032 ----- __ IT 12 . 089 40 . 000 30 . 432 0 . 0 1 . 61 0 to 150 1 Mil 3 .778 27 .956 0 . 0 Vel = 5 . 57 - . 089 67 . 956 2 . 083 CURB 35 . 34 0 . 0307 2E 12 1T 7 . 084 40 . 000 32 . 515 CURB 0 . 0 1 .481 140 0 ,0 7 . 084 0 O Vel = 6 . 58 _ _ to 0 0 47 . 084 2 .462 TEST 35 . 34 0 .0523 0 . 034 977 K Factor = 5 .98 35 .34 _- --- - Computer programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Fire Protection by Computer Design L E PROTECTIONDRIVES MN 550147 Job Name : JEFFERS POND Building WILLOWBROOK UPPER DA-2 Location PARKSIDE COURT _ System : Contract Data File willowbrook upper- FULL.WX7 Computer Pmgrams by Hydratec Inc. Route 111 Windham N . H . USA 03087 METRO FIRE PROTECTION Page 1 Date 111808 JEFFERS POND i . .., , , , - - TC DESIGN INFORMATION SHEET Date - 10 - 7 - 11 Name - JEFFERS PONDS Location - PARKSIDE COUF Building - WILLOWBROOK t - _' K - System No . - - Contractor METRO FIRE r' c T T 'v' N Contract No .Drawing No . - FP - 1 Calculated By - J GANTER Construction : ( X ) Combas ~ f ( ) Non - Combustible Ceiling Height 24 ' OCCUPANCY - RESIDENTIAL S Type of Calculation . 13 Residential ( ) NFPA 13R ( X ) NFPA 13D Y Number of Sprinklers ( X ) 2 ( ) 4 ( ) S ( ) Other Made by Date T ( ) Specific Ruling M Listed Flow at Stmt w 16 Gpm System Type Listed Pres . at Star. : == t - 13 . 3 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPACIN' G' x 16 ( ) Deluge ( ) PreAction 0 Gpm Sprinkler or Nozzle E Domestic Flow Added pm Make RELIABLE Model RES 44 S Additional Flow hesY � _ 24 ' Feet Size 7 / 16 " K-Factor 4 . 4 I Elevation at Highest- C �� � Temperature Rating 155 G Note : N --- --- — ---- — ------ Calculation Gpm Requii: c ? = _' Psi Required 48 . 6 At Test Summary C - Factor t? : r. :_; : l Overhead 150 Underground 150 — - Pump W Water Flow Test : Pum Data : Tank or Reservoir : A Date of Test Rated Cap . Cap . T Time of Test - 8 : 00 4. _ @ Psi Elev . E Static ( Psi ) - 60 Elev . 0 R Residual ( Psi ) - 28 Other Well Flow ( Gpm ) - 180 " Proof Flow Gpm - - S Elevation - 0 - --- --- . — P Location : PARKSIDE CC ~ _z`t P n, L Source of Information : H: < , E Y Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 OD 00 000 MCO CO4 T r N T O 00 M � T 3 -- E C) 10) a) 0 &° EEvEEo00 cdQ)(W a) 0) T wcncn U)•� cwn N 4? CrNN O OM ctl E m D M O O (n Cfl T Z C R1 C 3 C) O m r � O Q_ c3 LO IMS � 00 r � Q NZ = I N 0 LL L Co =3 C) Q T CO U O O O 00 00 00 CONT N Z � cn 0 U U NAL o H � � � � d. o O �o U �- Z � � a�iaNi CV O >' W o Q Ir DL N (13 L 3 u„ (1) rNN fA 0 W �UVV C) 0 M N OT p O O O O O O O Occ O r r T T T T Lo qt CO N FMO LL () 0_ OC W cA cn OC W W LL O t- M nE N •- O _ O O C ? 00N U) O O .- r T OD Lf) 00 r co as CL 0 t0 0 0000OD .�- M 00 � � U) O N N (0 (C) G7 O U)N O O U7 LO ODr 0 0 00 to (O M 00 O O d' n o Q t0 r O O M CO 2 Z LO E O O N c\i cif .a C O o r 00 N ( 1 r M i� `- M OO O O .- a) O Cf) U) U) Ln S M t� � rrr U C ONNd (V U N (prr- r O (0 LO N . O r CS S (V to CV .O LO E N .0 r of N0) 000) Cc 0 ti O O co N 00 to rt (D i CT CL to d U) E .- N N r� U) U) t(7 L O C O U OCES Q- M N rMto . � CDU) N d' <' ) z °' o a > E w0cp � � U E p wmSm C: ::3 OC p ro 3 w (D CL Z a LL! © C g mi � tai � as to C ch �- c E U) ca » c t� E to � tmz 00imUc000) �am (D bN = G (D CY) cn � rn aa) E rn 3 (n LL _ m O L _ c � LL � � LL w2Z0U) JLLd Pressure / Flow Summary STANDARD METRO FIRE PROTECTION Page 4 Date 111808 JEFFERS POND Node Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req . No. — _. -- — — z 5 24. 0 4 .4 13 .3 na 16.05 0 . 1 160 13 .3 S0 S05 24.0 4.4 13 .43 na 16 . 12 0 . 1 160 13.3 15 20 .0 16. 88 na 16 10.0 24.0 na 17 10. 0 26.62 na 18 10.0 28.89 na TOR 10 .0 36.21 na BOR 1 .0 44.33 na CURB 1 .0 46.08 na TEST 0 .0 48.59 na The maximum velocity is 10 . 84 and it occurs in the pipe between nodes S06 and 15 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Final Calculations - Hazen -Williams METRO FIRE PROTECTION Page 5 JEFFERS POND Date 111808 Hyd . Qa Dia. Fitting Pie Pt P� ****** * Notes Pipe Ref . "C" or Ftng's Pe Point at Pf/Ft Eqv . Ln . Total Pf Pn S05 16 . 05 1 . 101 0 .0 2 . 790 13 . 300 K Factor = 4 . 40 to 16 . 05 050 Ono 0452 0 . 0 20790 0 790 --0 . 126 Vel = 5 . 41 - - - S06 __ - - - ---- - S06 16 . 12 1 . 101 1 N 7. 0 3 . 500 13 . 426 K Factor = 4 . 40 to 150 0 . 0 7 . 000 1 . 732 15 32 . 17 0 . 1640 0 . 0 10 . 500 1 . 722 Vel = 10 . 84 15 0 . 0 1 . 101 1 N 7 .0 10 . 000 16 . 880 to 150 0 .0 7 . 000 4 . 331 16 32 . 17 0 . 1639 0 . 0 17 . 000- 2 . 786 Vel = 10 .84 - -_ 16 0 . 0 1 . 101 10 5 . 0 4 . 000 23 . 997 to 150 1 N 7 . 0 12 . 000 0 . 0 17 32 . 17 0 . 1639 0 . 0 16 . 000_ 2 . 623 Vel = 10 . 84 17 0 . 0 1 . 101 IE 3 . 825 10 . 000 26 . 620 to 150 0 . 0 3 . 825 0 . 0 18 32 . 17 0 . 16_39060 13 . 825 - Vel = 10 .84 18 -- 0 . 0 1 . 104 - 2T 12 .826 12 . 000 28 . 886 to 120 2E 5 . 13 17 . 956 0 . 0 TOR 32 . 17 0 . 2444 0 .0 29 . 956 7 . 322 Vel = 10 . 78 _ TOR 0 . 0 1 . 104 1 Mil 2 .886 8 . 000 36 . 208 to 120 IS 6 .413 9 . 299 3 . 898 BOR_ _32 . 17_ 0 . 2444 0 . 0 - 17 . 299 4 . 228 - Vel = 10 . 78 BOR 0 . 0 1 .61 2E 12 . 089 40 . 000 44 . 334 to 150 1 T 12 . 089 27 . 956 0 . 0 CURB 32 . 17 0 . 0258 1 Mil 30778 67 . 956 1 .750 Vel = 5 . 07 - CURB 0 .0 1 .481 1T 7 . 084 40 . 000 46 . 084 0 .0 7 . 084 0 .433 to 140 TEST 32 . 17 0 . 0440 0 . 0 47 . 084 2 . 070 11 Vel = 5 .99 0. 0 K Factor = 4. 62 32 . 17 48 . 587 - - Computer Programs by Hydratec Inc. Route 111 Windham N . N . USA 03087 Fire Protection by Computer Design METRO FIRE PROTECTION 8145 LAKE DRIVE LINO LAKES MN 55014 651 -784-0417 Job Name JEFFERS POND Building WILLOWBROOK 1ST FLOOR DA- 1 Location : PARKSIDE COURT System : Contract Data File Willowbrook MAIN - FULL.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 METRO FIRE PROTECTION Page 1 JEFFERS POND Date 111808 F - C DESIGN INFORMATION SHEET Name - JEFFERS POND Date - 10 - 7 - 11 Location - PARKSIDE COURt Building - WILLOWBROOK DA- 1 System No . - Contractor - METRO FIRE i :�� I N Contract No . - Calculated By - J . GANTFR Drawing No . - FP - 1 Construction : ( X ) Combij - ( ) Non - Combustible Ceiling Height 10 ' OCCUPANCY - RESIDENTIAL S Type of Calculation : F' ' F 13 Residential ( ) NFPA 13R ( X ) NFPA 13D Y Number of Sprinklers ' ow q : ( ) 1 ( X ) 2 ( ) 4 ( ) S ( ) Other T ( ) Specific Ruling Made by Date E M Listed Flow at Sta . - = - 17 Gpm System Type Listed Pres . at StZ tIr . t - 12 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPAt � x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Addt,} `6 - 0 Gpm Make RELIABLE Model RES 49 I Elevation at Higher - CIkt. = et - 10 ' Feet Size 1 / 2 K - Factor 4 . 9 G Notes Temperature Rating 155 N Calculation Gpm Required 34 . 3 Psi Required 46 . 5 At Test Summary C - Factor Overhead 150 Underground 150 W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 10 - 1 Rated Cap . Cap . T Time of Test - 8 : CC' AM @ Psi Elev . E Static ( Psi ) - 60 Elev . 0 R Residual ( Psi ) - 28 Other Well Flow ( Gpm ) - 1801 , Proof Flow Gpm S Elevation - 0 - - --- P Location : PARKSIDE C, > P L Source of Informaticn : IPT. Okv' FEST Y Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 s T OD � N � ic00 CM or r w �; (p cr, T r N T M CD 3coE O � '� (1) cu. , ' Ccc C o 0 Cl 4� EE EER cd (i) cD : a) (1) co T WU) U) cn cl) CTNN O OM cd a) o C) co O O U) M mn T Z E >C O C) r V � LO T � V M�� C W T O NZ = N O ro LL. o CL O O O n- T E 0 U O Q (OONN 00 Z Q N to O U 1- N0) o H �� � � O d o W O CL Z o O- w +O-• N lite Q L U) TNN O W �UUU t�f) M N O O O O O O O O O O '- m .- r r r T T O M n co LO d' M N '- WL U � OC W w w W 2 � 4 G oo \ \ 00 C) S oo00 / \ } Cf) ( @m00 $ 0 $ % 7k � O g oob % f q o0R % 2 % 0022 2 q o0S2 \ m oog % f 0 co / ooq % k ¥ 2 n 2 00 % % E f # 2 oogk \ \ o oo ± % § 7 mmme Cc n r� (3 . % x / 2249 ) n k m m LOcq � * # % 0) c » m k 7 E 0 CL nmmCD ¥ e / % LO g kU) CL cm mwwLo � e E 3 0 a m wCV) oSIT m 2 f kcm ¥ n # n LL CL � 3 ) � � > \ w oo � c � o O uiM2: 0) 2m = co cn 4!0w 0 \ CD � 0 \ ® ■ $ fE ® # >> k / 2 � = m @CL � mo @ 0 Cc: CD kEoo � a � 46% 2 2 % cs) CC � ¢ Cl) E 0 R % c a COE o E Lk LLk wmzo@P 6 Pressure / Flow Summary - STANDARD METRO FIRE PROTECTION Page 4 JEFFERS POND Date 111808 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual D101 12. 0 4.9 12 .04 na 17.0 0. 1 170 12 .0 D102 12.0 4.9 12.45 na 17.29 0. 1 170 12 .0 S02 12.0 12 . 76 na S01 12.0 12 .44 na X02 12 .0 13.04 na 17 12.0 21 .44 na 18 12.0 23 .99 na TOR 12 .0 32.22 na BOR 0. 0 42. 18 na CURB 0.0 44. 15 na TEST 0.0 46 .48 na The maximum velocity is 11 . 56 and it occurs in the pipe between nodes X02 and 17 Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Final Calculations - Hazen -Williams METRO FIRE PROTECTION Page 5 JEFFERS POND Date 111808 Hyd . Qa Dia . Fitting Pipe Pt Pt * ** * ** ** * * ** Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv . Ln . Total Pf Pn D101 17 . 00 1 . 101 1 N 7 . 0 1 . 000 12 . 037 K Factor = 4 . 90 to 150 0 . 0 7 . 000 0 . 0 S01 17 . 0 0 . 0504 0 . 0 - 8 . 000 0_403 -- - - Vel= 5 . 73 0 . 0 17 . 00 12 .440 - _ K Factor = 4. 82 1 . 000 12 . 447 K Factor = 4 . 90 D102 17 . 29 1 . 101 10 5 . 0 to 150 0 . 0 5 . 000 0 . 0 S02 17 . 29 0 .0518 - 0-0.-_ 6_000 _ 0 .311 - --- _--Vel = - 5 . 83 ------ _-_- 0 . 0 17 . 29 12_758_ -- K Factor= 4.84- - -_ -- --- S02 17 . 29 1 . 101 10 5 . 0 0 . 500 12 . 758 to 150 0 . 0 5 . 000 0 . 0 X02_ _1_7 . 29_ 0 . 0520 000-- 5 . 500 - - 0 . 286 - - Vel = 5 . 83 --- -_ 0 . 0 13 . 044 K Factor = 4.79 17 . 29 -- -- S01 17 . 00 1 . 101 0 .0 12 . 000 12 .440 to 150 0 . 0 0 . 0 0 . 0 X02 17 . 0 0 . 0503 0 . 0 12 . 000 0 . 604 Vel = 5 . 73 -- X02 17 . 29 1 . 101 30 15 . 0 23 . 500 13 . 044 to 150 IN 7 . 0 22 . 000 0 . 0 17 34 . 29 0 . 1844 0 . 0 45 . 500 8 .392 --- --_-_ Vel = 11 . 56 -_ 17 0 . 0 1 . 101 1E 3 . 825 10 . 000 21 . 436 to 150 0 . 0 3 . 825 0 . 0 18 34 . 29 0 . 1844 - _ 0 .0 _ 13 . 825 - 2 . 550 Vel = 11 .56 18 0 . 0 1 . 104 2T 12 .826 12 . 000 23 . 986 to 120 2E 5 . 13 17 . 956 0 . 0 TOR_ 34 .290 . 2750 0 . 0 29 . 956 8 . 239 Vel = 11 .49 -TOR -- _ OA 1 . 104 1 Mil 2 . 886 8 . 000 32 . 225 to 120 IS 6 .413 9 . 299 5 . 197 _BOR _34 . 29_ 0 . 2750 - - _ __ - OA 17 . 299 4 . 758 Vel = 11 .49 - BOR 0 . 0 1 . 61 1T 12 .089 40 .000 42 . 180 to 150 1 Mil 3 .778 27 . 956 0 . 0 CURB 34. 29 0 . 0290 2E 12 . 089 67 . 956 1 . 969 _ Vel = 5 . 40 1 11 CURB 0 . 0 1 .481 1T 7. 084 40 . 000 44 . 149 to 140 0 .0 7 084 0 . 0 TEST 34 .29 0 . 0494 0 . 0 47 . 084 - 2 . 328 -- _Vel---- 6 39 ___ __-_--- 0 . 0 34 . 29 46 .477 K- Factor = 5 . 03 - Computer Programs by Hydratec Inc. Route 111 Windham N . H . USA 03087 Illustration # 26 Version 1 . 0 : May 2009 #26 Passive ( Code Minimum) Radon System ■ APPLIES TO BASEMENTS, CONDITIONED CRAVA SPACES, SLAB-ON-GRADE BUILDINGS AND OTHER FOUNDATIONS UNDER CONDITIONED SPACE ■ MINIMUM CODE REQUIREMENTS ARE LISTED. OTHER SYSTEM COMPONENTS ARE SUGGESTIONS FOR BEST PRACTICE INSTALLATIONS BASED ON MINNESOTA DEPARTMENT OF HEALTH RECOMMENDATIONS. RADON Yea PIPE TE09NATED AT '._ . LEAST 12' ABOVE WRFME OF ROOF (AFIOSbJ) KNIKH 5' AH5 OR PVC OR EwV&W OASI16W PTFE. (AFwhJ). 4' PIPE MAY EE MORE WfCTIVT , BVr 15 NOT MWRED SPACE FROVIM FOR FUILRE INSTALLATION OF A FAN (AFM0 b) 0 KNPLM 24' 01.40 13i CENTERED ON TIE AXIS or 11E VENT STALK •:MNIKH VERTICAL DISTANCE OF 5 TAT INSTALLL LIVE a%ZT. IN ATTIC EEM VMM FUIbRE PAN MAY BE JNSTALBD (AFW I2). I . 1 *T#LL LAM REA 0 6 'RADON RIDiX. M 5Y59HI ON TTE VENT PIPE '. . .. AT EACH PLOOR AW IN ALCEWNZ ATTICS. (AFM.45) INSTALL FIFE A5 57AI69 A5 Po5veLE To HELP COWXTIVE MOK 0.00106 ARM ALLOYED Wr 510UA BE AVOIDED IP POSVEILE SEAL ALL JOINM CRA4K5, OR OTHER OPBNNSS MN MYtkttltlAM 0" OR HASTOK3W SEALANT ACOORDN6 TO MNIPACWRERS RrLO1REIaATION5 IN APIO5.4I TNROW AVIO5.45 INSTAL. VENT PIPE (APIOW) INTO 5 OMMR 6As Ftp LAYER (AaIoea) x\\ \ \\//\\//\\//\\ \/�\\/\\/\\/\\/\ \ \w DR DRAIN TILE Looe EUoRE SLAB 15 CAST 6-MIL OR "L. CRO55 LAMIMTEV POLYETNYIHE 5NALL t3E LAPPED 12' ASID PLACED eaTHE SLAB AND ON TOP OF:TtE THIS ILLUSTRATION DOES NOT REFLECT ALL THE REFERENCES TO 6A 0 PIT PoLBIF LAYERLAYER CLOSELY ACTUAL CODE LANGUAGE. SEE OTHER SIDE OF THIS SHEET FOR A • FIT POLYEri1' PMENE LAS RMARS IT PB DITIO 015 (LYETW1 SUMMARY OF OTHER PASSIVE SYSTEM CODE REQUIREMENTS. • SEAUCOJER PNCTLRES OR TEARS PITH ADDTiONAL POLYE'IHrLEEE (AF10331 FOR PRECISE REQUIREMENTS AND OPTIONS OF SPECIFIC CODE SECTIONS CHECK THE ORIGINAL CODE LANGUAGE AT www.bam.orgjenergycode © 2OOq Copfk t OuIkWo k4oaldim Or Mhnssota 'wrwhamorg Field Guide to the Residential Energy Code Including Radon Requirements www. bamn . org/energycode 63 P RIOT o _ POORC. •�rIN�SpZA Date Received Date Reviewed Permit # PERMIT REQUIREMENT REPLY DATE Date : Date : Request �v� ;z� Reply : A Accept ❑ Decline ❑ Date : � O� Date : Request : V0 Reply : Accept ❑ Decline❑ ( v I � Date : Date : Request : Reply : Accept ❑ Decline ❑ Date : Date : Request : Reply: Accept ❑ Decline ❑ Building/Planning/Engineering Permit Complete ❑ Permit Issued ❑ JABUILDIN0FORMSIFERMIT INFO REQUEST, doc s -.•. s e --> --e 2-r�- ti ?...}F .c ty'�F'�" ""_' -.�-.. `r¢ ,.•� 'yr' 'C. rte+ i ��:-:� Rtzvacet18nE�al�iciht�OnmgTGiall�� l=gads kr � � � ittaoifxi��rDveto ► �nt„ina„ �.7��,f� Er�*tl�i�^; 'SxrcuN �fj� ti r- 3?� ; .nA `a � `-�•� �"" � '^ `r4; ir -��. tr �-�£„rs . i� �P�.�.S � •"`a{ �-'�i�r" �]�a�a�,� Re i�I�a�iXftT.���� a``'' �`< �i� .���� �.``�c'.���'�'i'a ,.,, . 4r '�,ti +.`ilk ,.�.�r�'�Z ��'.(�_. .�_£,�,.. .(�•p•` � `l..r� i �� x i7 _ L= 1 c: �_ �2yix3x.3.1 r i-i t1-Y^'•7<s."s . .z„ i'S_'y - ^�. -YY-.' .•ee-'--s'aiuc.'- .-t.'-_. ' ri'•r Z`� =T'�,ikF-=''� 'nr`�'�v:F'r�:� �;7 ;�is"'T ctp5;� h> az-n--_-,.r } .r^'.y:'1t -v �.���l�u,G__#�1S •7.�r'�'�_'d���o� a`�e,•µ�'*��•.:'� 4 �_3"' .,�'�:'?`���x`.4�.��c�'�'r �, `rse F, '�-�„��—�,�-�*��`�: ,,'� �aa�.� ,�� v�.� Project Title : Willowbrook Project Date: 12- 16-2010 i Client Name: Mattamy Homes Company Name: Sabre Plumbing And Heating Company Representative: Steve Hucovski ' �•g?:r rYx.: t 2s �. 1 ' S112 c A &, l 1 }a fig rte ,,. . ? xx ; sr .-.w `Y S_ eY r< �yv�.. s.va.:•> -_.._.- r_L. Reference City: Minneapolis , Minnesota Building Orientation : Front door faces North i Daily Temperature Range: Medium Latitude : 44 Degrees Elevation : 834 ft- Altitude Factor: 0. 970 Elevation Sensible Adj. Factor: 1 . 000 ' Elevation Total Adj . Factor: 1 . 000 t Elevation Heating Adj . Factor: 1 . 000 Elevation Heating Adj . Factor: 1 . 000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel. Hum Rel , Hum Dry Bulb d{fferenc e € Winter: - 16 - 12 .38 100% n/a 72 n/a Summer: 90 73 46% 50% 75 32 >>t:s„'��;. "Ma,-5::. r;5,ci',r�`Y`. .c V:2'.�:,.;ar__-�'.�;;y^cJ1-..�r�: -• �Y'�- a 4. �'�? m�..- _ _ �"': s tea•:.. r. . ?<", .i('.,c.�,t -:•--.i..i4;i ',�,: .� ri'7_>: <. ...:Y+' ,Tt..a, }M,; •; =. � �" -s' i. �''•t7-'•ti'`4" . CYY$5 :� �.s- ., a:3sr^-�cv`a . ` 5� : .'�.�.`-r" Aoffiv `"" ,�-�Ya �,.'"�, f-;. r3•.'- K1. ... + r.. .3��_`` '..,.•.:? `z�5 .,5.: •n�j e. Total Building Supply CFM : 730 CFM Per Square ft. : 0 . 35 Square ft . of Room Area: 2, 037 Square ft. Per Ton : 905 Volume (ft!) of Cond . Space : 16 , 296 "!^.I:.. � mr�.v:.�.T 2-'i, �'ttei's:.•a .`K ?ms's}v' .5 _�Tx.^,5 ,;`.qy r3.+ U vT�Q". '1.; {�:-' } .� , ,,� cYJy.. :�.•,'. ti �{ rf� . _�. R�- �,'., _"C`��� �3 Y�'.:.�,�.1^ a�`�,"h',y'a�S"^mac: -".'Ta�,�i-.F`-'•:�."1''C�_. \,ls+�Tc. �,•. :e`��?i?'i�'-�'-��''_k'y= �.�1.. : .'�;-2''a'z•�i:..:. �.y��-'.,,`r��,-. . �a:�__ iiPA�Ls��-^titir�.�:_ �• �,' .:.e._..._�._�:��� c::� �.�. •�-�'x:�=..�,�-. Total Heating Required Including Ventilation Air: 45 , 053 Btuh 45 .053 MBH Total Sensible Gain : 16 ,604 Btuh 61 % Total Latent Gain: 10 ,402 Btuh 39 % Total Cooling Required Including Ventilation Air: 27 , 006 Btuh 2025 Tons (Based On Sensible f Latent) I •1'.5:-k zr-. -,�:s;; 3'� s 3::�-'A- .:�.-",�`r3i+_..��.iV, �v^'.=.L�:sem:'-.'..---z-�.�r,�v,�---ry.L� ra�r�,:+3,-•.�.ir w, _ ^c�w� - ��:?r;�' �I �' ,x���i�� -,_` �: 'raa.ti_3t. ,`�`�i�:r+ � , .� �a;'��L}r�t;` �.r.��.��, .. �>, :.:. : � -�'•• t ;ate �;. K'•',�' ,-.rys� . � _�;�e�Sr3�� ,� !�V��.��'. K•::.r.� :��' � �.,�:sa✓u...,�.w- �tc� 5 �,����"�.s`'a�v`.+a:�. s..sc�. s::•�:r" La. a.c,:;:'�_ziG::£�X �n'.�"�'w3.�'x" ':.��`'�,' Calculations are based on 8th edition of ACCA Manual J . All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads . I C: \Program F € les\Elite\Rhvacw\Projects\Mattamy Aspen . rhv Saturday, December 18, 2010 , 7 : 56 AM -- v r :r ?x e oftev�xe l7 ve3opAvwt Itow ight �n ?Tct�il�lioadscr� = 1 ti Vo � � �w i � Io�vbpk t y .4 - c v. .f 5 •tom .`• "� 3 to t � 1S„zera� cr^ .- .j 5�ja`t7r H atkrt9 yxi i?i� n�jh> c t yY t \ al1 �� 3y<Y 5Val nc ' Y YTi bl3 iJ 1fSt J�.�a�+k•75x, L••f i �U3_1 �t3 - Y - v. `C is—:_.— 10 .eoo," k=.:T .� , a I'M - ' 1 � t to - - Min Min Sys Sys Sys Duct --Has Net Recl ft. l Sen tat Net Sen Hig C(g Htg Clgl Act Stns Scope - AED Ton Ton; 17on Area` Gain Gain Gain Loss CFM CFM CFRrt� CFME CFM— [ t I 01 Buifding _.•_• _!.___.._.. . .` ._225 , 3 :47 ; 5871 2, 0373 1ti,604 10, 492,- 27 ,0061 45,053 { 523 ; _ 7301 523sr` 730 7 - - - - - - i a5 053 , 523 730 523 ?30 7341 9x14 S stem 1 t Noi 2125 ' 3 .471 5871 2 037 16 604 , 10 402 27 0.06 _ 1 y _................_. 6 011 _. _ - -- - - Ventilation 1 ,025= 1 ,34II 2,3 rz s 7,73_ 4: 71734 't . . . . .. : DuctLatent3_..._ .__._.:. ._ ., . ._..__ .._..._..t ......_.._,._.._. _ _...._ ._.: _ .. ..F .. .. _ _ . . . . . . ... ._. ; s ; " , I j t c } 130 Jx14 l I f 20371 -15 .670 1 ,320j 6,899 ; 39 0 42 5`7. 31 734 5'23 Lone 1 , E i j i ? i �5i- ..,.._399j 35' .....__. 4341 ^ 2,7331Y 37k 19 ..._. _37 ., 191 .. 1 •_4 1 ntry _ % +. .. . .._._< __...__.... _ :. . Y _...._....�._.. - —.. .;.....__ .. .. . - 1 2-Mata Floor 9381 6,901 ] 1571 : 7 ,0581 17,208;— 2341 13231 230 ^ 23 3231 3. 6 3-upper Floor i ` - 938; 5 , 8971 8471 G 7441 13 8151 185 276 185 k - .»;,..._:..... . .._ s. _. . . . ... :.r _.._. •. ._ ..�.�. .. .. , 276 ; 3 .6 4-Family Room 1 t f 105<. 2 :382€ 2812 2 ,6631 5,286E 71 { 112 ' 71 11 : . .. . . .. ..i... ._�.-1 -- .._. . ._. :. ..... 4.014._ _...__ .- - .-._...-.__-_...................} _ _4444. -t- ••� k i t t t I 4 f i 1 t I 3 3 1 t 1 1 i t I C :\Fragram i [est�liteiRhvacwlProjects\MattamyAspen. rhv Saturday, December 98 , 2010 , 7:56 AM _ . . _ _AAA__.__ __ . .__.__- atx merciUAr1ds + s F • � litenfty�!axe �?ev�lo}�imehnc . ., -s Au a -,.s,-�, `�-Y '� L 4." y s T "I- AAA x+lioc {QQ it l�+ � YTi �#�13c � itis r � tick F ? kC v iC`. i7� '� i - s tc [ >;P�A 'Ei, t),l Y �! 1-4 y �W ,�.> : Y .`}£"r�y� '-• \L < k TFl 9 '- \` t.mAmf4 '> 'ay fti lH v z �,_x �'"W. r.-.a . '-. k a x s s a Y-• `"A� yh ,s� _; - ,?�„t ,_...7• ... P oto �t�� 5447 R _ - uTZ 3 : 111 : 1 I t7? a oad. _ AAA--., =� i .. : . :. . : . . :: . . Stern u ttn: :: it.. :.:: : ':,: : ..: AAA _ - sx , . tt 71 te `x z � y �t"y4 w > , .z { _p1� a,,..� {c .. :- y k C -. �syy '�:. a £-' ,7'? �4 fi*rt3 ,S. t `�.� 'T $,iJ' `N A?7 �#- ' ,: . Y e � s _ .•n , el C. �"•`. s" '1,., + ti:_:t• . , ''" 'C �' :. s =a' Cr = tri ....:: v_:�...•.:�.r I # I Z; .. sra. _m$:..: i�i-�.• .etc ,... v. ,.=:.-st.-t- AAA ---»� -. ` w AAAA, �`' : 180 7, 445 0 7 , $87 7 , 887 4A- 1a-o: Glazing-Double pane low-e (e = 0 .20 or fess) , operable window, e=0 . 20 on surface 2 , wood with metal clad frame , u-value 0.47 , SHGC 0.49 21 536 0 158 158 1 11 P: Door_Metal - Polyurethane Core 12E-Obw: Wall- Frame, R- 19 insulation in 2 x 6 stud 775 41638 0 601 601 cavity , no board insulation , brick finish , wood studs -19 insulation in 2 x 6 stud 848 5, 074 0 11002 11002 12E-Osw: Wall-Frame, R I cavity, no board insulation, siding finish , wood studs 16CR-44 : Roof/Ceiling -Under Attic with Insulation on Attic 938 11816 fl 825 825 i Floor (also use for Knee Walls and Partition i Ceilings) , Vented Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal , Tar and Gravel or Membrane , R44 insulation 0 0 21A-20 : Floor-Basement , Concrete stab , any thickness, 2 994 2 , 362 ° or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20` wide 105 462 0 53 53 20PA 9 -c : Floor-Over open crawl space or garage , Passive , R- 19 blanket insulation , carpet covering 22 , 333 0 10 , 526 10 , 526 Subtotals for structure : 4 920 1 , 200 2 , 120 People : 0 0 0 Equipment: Lighting: 13, 138 71734 11776 91511 Ductwork: 3, 571 400 304 704 Infiltration : Winter CFM : 38 , Summer CFM : 19 6, 011 11348 11025 21372 Ventilation: Winter CFM , 64, Summer CFM : 64 0 0 A 1 ) 773 11773 I AED Excursion:.. . . -1 .111 AAA I . Total Building Load Totals: AAA45 , 053 10 ,402 16, 604 27 , 006 ' ,. .�.. w�m :, � . r:-�; c; .�II ? t=� m'raA i `.3'�,-c a- Fy xv'��``-" ?�'"`svF AAAII �aC��' z' ��`'' � '�' r ?iv' ri� rAr�r ` rk3 ^. A .,rr..:a AExaa-fir .-tear. .# —c}.c�..3;.: -��..:,::_.• _-.Sri-' .s.=•ST'y= 0. 3 Lu. 730 CFM Per Square ft. . AAA o AAA A Total Building Supply CFM : 90 Square ft. of Room Area : 2 , 037 Square ft. Per Ton : Volume (fti� of Cond . Space: 16 , 296 , _ >`: ,¢ ;?s -.,%hyr? .. ;t`n4-"-,va ?`se�;? '7 ' r?"- ;:?`.'�-_� ?iY'e:.�,��' 1 l Total Heating Required Including Ventilation Air: 45 , 053 Btuh 45 . 053 MBH Total Sensible Gain: 16 ,604 Btuh 61 % j Total Latent Gain : 10 ,402 Btuh 39 °lo Total Cooling Required Including Ventilation Air: 27 , 006 Btuh 2Tons nsibBe LaO ' 25 On ' s- - i -• rw. - - r'.L � ;: :: � `s�MNNw.e r^'3�; ,`'soa"�=:°�'-r.5.? " aa. ^�N.'-��=�A +\a% �nai_ ' ••;n� cay.:aA. sy-�+ x ^;=1"•.� - .�.�.-_-.. z : x �s vg v - , �. ., t} :w; -mss .I`s Ir . a ::?�`�4-. ",-ks's" az%. v 'fl. i :'� . '-;r_�t,""� Calculations are based on $tli edition of ACOA Manual J. i Ali computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latera # loads. i t i i k i ..._...__._...._....,___,......._...___.._._..___._.__._......._----.. _-......_.........:_.—.__._..._-----.._.__..... ...._....,.._........—__..._._.-'--'----_.._.__..._..__...._...._.._. _ . -'—AAAA--"-AAAA '._.__. # C;urogram Files\Elite\Rhvacw\ProjectslMattemy Aspen . rhv Saturday, December 18, 2010 , 7 : 56 AM New Construction Energy Code Compliance Certificate Per N1101 . 8 Building Certificate. A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101 . 8. City Mailing Address of the Dwelling or Dwelling Unit Prior Lake 14341 Parkside Court Pr PIN License Number Name of Residential Contractor Mattamy Homes 20375386 Community Jeffers Waterfront Plan 1D Willowbrook THERMAL ENVELOPE RADON SYSTEM ;TType : Check All That Apply X Passive (No Fan ) w O C aActive (With fan and monometer or F� a >, other system monitoring device ) U 4� O N CC4 .. p u. 3 U A abi ❑ Q W U b i, CdC A v > O o Z v p a w Insulation Location c4 'C4 o tb On O N 00 o o cd G bU n0 H z is w w w x FG Other Please Describe Here Below Entire Slab Foundation Wall ig R- 10 X Interior Perimeter of Slab on Grade Rim Joist (Foundation) R- 14 X Interior Rim Joist (lst Floor+) R- 14 X Interior Wall R- 19 X Ceiling, flat R44 X Ceiling, vaulted R-38 X Bay Windows or cantilevered areas R-30 X Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces door ) U: Not applicable, all ducts located in conditioned space Average U-Factor (excludes skylights and one Solar Heat Gain Coefficient (SHGC) : R-value MECHANICAL SYSTEMS Make-up Air Select a Type Domestic Water Heater Cooling System X Not required per mech. code Appliances Heating System Fuel Type Natural Gas Electric R41 OA Passive Bryant Rheem Bryant Powered Manufacturer ry Interlocked with exhaust device. Model 340AAV36060 113ANA030 Describe: Input in 60000 Capacity in 50 Output in 2 . 5 Other, describe: Rating or Size BTUS : Gallons: Tons: Heat Loss: 45053 Heat Gain: 27006 Location of duct or system: Structure' s Calculated AFUE or 92 SEER: 13 HSPF% Calculated cooling 36000 load: Cfrn's Efficiency " round duct OR " metal duct Mechanical Ventilation System Combustion Air Select a Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air X Not required per mech. code source heat pump with gas back-up furnace): Passive Select Type Heat Recover Ventilator (HRV) Capacity in cfins: Low: g h: Other, describe: High: Location of duct or system: Energy Recover Ventilator (ERV) Capacity in cfms: Low: g X Continuous exhausting fan(s) rated capacity in cfins: 80 Cfm's Location offan(s), describe: main bath 80 round duct OR Capacity continuous ventilation rate in cfins: " 160 metal duct Total ventilation (intermittent + continuous) rate in i ! " Created by BAM version 052009 Date : 9/22/2011 Revision Date : 9/22/2011 New Construction Site Information Address 1 : 14341 Parkside Court Project # : Address 2 : Lot : 56 Block : 1 City : Prior Lake County : Scott Subdivision : Jeffers Waterfront Application Information Business Name : Mattamy Homes MN Contractor License # : BC20375386 Contact Person : Sue Bare Office Ph : 952 - 898-6128 Fax : 952 -898 -2187 Cell Ph : Address 1 : 7201 Washington Ave S Address 2 : Suite 201 City : Edina State : MN Zip Code : 55439 House Details Square Feet : 1850 sq . ft . Avg . Ceiling Ht : 9 ft . Number of Bedrooms : 3 Ventilation : Balanced Total Ventilation Capacity : 73 cfm . Minimum Continuous Ventilation : 60cfm . Intermittent Ventilation : 13 cfm . Combustion Appliance Water Heater : NA Furnace/ Boiler : Direct Vent/Sealed Combustion Input BTUs : 99 , 000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace( s ) : Yes Gas Fired Power Vent Fireplace( s ) : No Gas Fired Natural Draft Fireplace( s ) : No Solid Fuel Appliance( s ) : No Exhaust Equipment Continuous Exhaust Ventilation Capacity ( cfm ) : NA Clothes Dryer ( cfm ) : 135 Exhaust Fan Rating ( cfm ) : 80 Make - Up Air No Make- Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met . r � Applicant Name ( print) : �� Signature/Date : " i22i t Code Official ( print) : Signature/Date : 0 2004 CenterPoint Energy Minnegasco . 2004 Mechanical Code Guidelines . Page 1 Permit # Permit Date REScheck Software Version 3 . 7 . 3 Compliance Certificate Project Title : Willowbrook Report Date : 09/22/11 Data filename : C :WNN\REScheck\DATA\SMF Willowbrook. rck Energy Code: 2000 Minnesota Energy Code Location : Washington County, Minnesota Construction Type: Multifamily Glazing Area Percentage : 10% Construction Site : Owner/Agent: Designer/Contractor: 14341 Parkside Court Prior Lake, MN 55372 III Abl, Assembly MUNN Ceiling 1 : Raised or Energy Truss : 1120 44 . 0 2.0 24 Wall 1 : Wood Frame , 16" o.c. : 2008 19 . 0 2.0 97 Window 1 : Above-Grade :Vinyl Frame : Double Pane with Low- E : 242 0.330 80 Door 1 : Solid : 42 0 .340 14 Wall 2 : Structural Insulated Panels : 305 14.0 22 Basement Wall 1 : Solid Concrete or Masonry: 20 5. 0 2.0 2 Floor 1 : All-Wood Joist/Truss: Over Unconditioned Space: 473 30 . 0 2 . 0 14 Floor 2 : All -Wood Joist/Truss :Over Outside Air: 60 30 .0 2 . 0 2 Crawl 1 : Solid Concrete or Masonry: 169 5. 0 2 .0 15 Furnace 1 : Forced Hot Air: 90 AFUE Air Conditioner 1 : Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application . The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 3 .7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Builder/Designer Company Name Date Willowbrook ��� Page 1 of 1 BUILDING PERMIT # P.I.D.# CITY OF PRIOR LAKE SINGLE FAMILY WORKSHEET NAME OF GENERAL CONTRACTOR : ADDRESS OF PROPOSED PROJECT : `� SQUARE FOOT FLOOR AREA FIRST FLOOR (INCLUDE 4 -SEASON PORCH AREA �d o SECOND FLOOR S L BASEMENT FINISHED BASEMENT UNFINISHED O cb GARAGE t�A 4 0 DECK �1 L{ 3 -SEASON PORCH _ SCREEN PORCH NUMBER OF FULL BATHROOMS Z NUMBER OF HALF BATHROOMS 1 SEWER AND WATER CONTRACTOR: 0S M � - � n S l - `A bo - 13S5 NAME PHONE # NUMBER OF GAS FIREPLACES : INSTALLER : I iL CS l [) C�, 0 F=A,- �t�k i � y M l� S l - (�3 1p 33 3 9 NAME PHONE # NUMBER OF WOOD BURNING FIREPLACES : INSTALLER : NAME PHONE # MECHANICAL CONTRACTOR: 9 S 2 `1 671 ' I d UO NAME PHONE# , FURNACE : CHECK ONE : © YES ❑ NO AIR CONDITIONER: CHECK ONE : ® YES ❑ NO AIR TO AIR EXCHANGER : CHECK ONE : ❑ YES NO PLUMBING CONTRACTOR : � � 2 - 2 - -1 t-1 - L 060 NAME PHONE # - WATER METER SIZE : CHECK ONE : 5/8 " (STANDARD) ❑ 177 ❑ 1 %2" ❑ 2„ ❑ THE CONTRACTOR HAS VISUALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE NO CRACKS . THE CONTRACTOR HAS VISUALLY INSPECTED THE SIDEWALK AND CURB AND THERE ARE CRACKS IN THE ❑ SIDEWALK ❑ CURB ATTENTION APPLICANT : YOUR BUILDING PERMIT APPLICATION WILL NOT BE ACCEPTED UNTIL ALL REQUIRED INFORMATION IS COMPLETE. C :\Documents and Settings\sbare\Local Settings\Temporary Internet Files\Content. Outlook\BD8OXI9A\Single Family Worksheet. doc