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1809 Melody Ln Technical - Building
TECHNICAL Permit 0A-9°t Address g M o Lan-e_ Project description Sitru,+um c,„GA-i\on For tke- u+ ronciornisyliuni f VAC Date the permit was finaled 0 (8-07 Number of technical pages 72- .SpeCs STRUCTURAL CALCULATIONS Six Unit Condominium For Jim Heckman Port Angeles, Washington January 23, 2006 EXPIRES 06/02/► 07 Prepared By Edward Jonson and Associates, P S Consulting Structural Engineers 5990 Battle Point Drive Bainbridge Is., WA 98110 (206) 780 -0524 Prepared For Vision Builders 3705 S Critchfield Rd Port Angeles, WA 98362 Pio 27 ys, 0 6, 0 0 Heckman Condominium Structural Calculations Table Of Contents Framing B1 B7 Slab S1 S15 Column Cl C7 Foundation Fl F13 Lateral L 1 L18 f DECK UVNG BR STUDY DING <ITCHEN a+ II 11 II I I 0 L M. BEDROOM M. BEDROOM b CLOSET CLOSET M.BATH BATH _AUJDRY sI ELEV RE s+o LAUDRY e?NooC- \‘9\)(, M.3ATF BATH KITCHEN i DNNC I I 11 11 11 I I LP z c.� DECK 11 --a 9 L LNNG a BR STUDY DECK l P P c1 DECK Q -t 1--- l j -t DECK LIVNG BR STUDY DINING 174V1' M.BAT U I II I I II I II KITCFEN NLf M. BECROOM M. BEDROOM LAUNDRY CLOSET SH ELEV CLOSET TLE SHOWER i LAUNDRY 2 e" cW o R- c nn ry L BATH MEATH r BR /STUDY DINING KITCFEN as e1 DECK d —t 1- LNNG DECK EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 5 V \t-kos Ri_ (O (41,;\ f .a L 0 4,5 Vhzy et (1,4) 1u 1 s ct.71-t 1'3"1 k■0 SS \V' L-1 c wt (3 w%.065(1,4412 1 k14 JOB: SUBJECT J Qv CL DATE. tL_ 25 LL ►-40 fsi` w to' '1,5 L t% u6Si\6\ .65 Wt2 ,085U9t5) ,9 SHEET SS BY EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 1(Y► Z t q 0'7 L C fiI Z v g�. S1 \\1(E_ w 2, oGs(i3,$)1 ,9 JOB: 1 ,p SUBJECT J L'V DATE. SHEET 1 6 fD BY SUPPORTS. 1 Stud wall 2 Stud wall 3 Stud wall A V(Eycrhacuser Business TJ -Beam® 6.20 Serial Number 7003023268 User 2 10/25/2005 10:10:26 AM r 1 Engine Version: 6.20.16 LOADS. Analysis is for a Joist Member Primary Load Group Residential DESIGN CONTROLS. Shear (Ibs) '=rtical Reaction (Ibs) .oment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Input Bearing Width Length 3.50' 2.25' 3.50' 3.50' 3.50' 2.25' PROJECT INFORMATION: Heckman Condo Joist #1 11 7/8" TJI® 110 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 2T 13' Maximum Design Control 737 684 1716 1442 1442 1935 1922 1922 3015 0.111 0.276 0 157 0.690 62 60 Living Areas (psf): 40.0 Live at 100 duration, 25.0 Dead Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 311/162/0/474 887 554 0 1442 331 /183/0/514 A3. Rim Board B3 A3: Rim Board -See TJ SPECIFIER'S BUILDERS GUIDE for detail(s): A3: Rim Board,B3 Control Passed (40 Passed (74 Passed (64 Passed (U999 Passed (11999 Passed Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI® nd TJ -Beam® egistered trademarks of Trus Joist I Joist.' Pro"' and TJ -Pro.' are trademarks of Trus Joist FrameWorks® and Performance Plus® ar egistered trademarks for Trus Joist Other JotsP 'C OPERATOR INFORMATION. Edward Jonson Edward Jonson and Associates 5990 NE Battle Point Dr Bainbridge Is. WA 98110 Phone (206)780 -0524 Fax (206)780 -5587 14' Product Diagram is Conceptual. 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® None 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® Location Lt. end Span 2 under Floor loading Bearing 2 under Floor loading Bearing 2 under Floor loading MID Span 2 under Floor ALTERNATE span loading MID Span 2 under Floor ALTERNATE span loading Span 2 Deflection Criteria. Specified(LL.U600 TL.U240). Deflection analysis is based on composite action with single layer of 3/4' TJ® Performance Plus® Panels (24' Span Rating) GLUED NAILED wood decking. Bracing(Lu) All compression edges (top and bottom) must be braced at 3' 4' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability The load conditions considered in this design analysis include alternate member pattern loading. TJ Pro RATING SYSTEM The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED NAILED 3/4' TJ® Performance Plus® Panels (24' Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling 5/8' Direct Applied Gypsum Ceiling, Perpendicular Partitions. A structural analysis of the deck has not been performed by the program. Comparison Value. 1 44 FrameWorks® Floor System -For complete system requirements, see Trus Joist Framer's Pocket or FrameWorks® Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. A'(kyerhacuser Business TJ -Beam® 6.20 Serial Number 7003023268 User 2 10/25/2005 10:16:29 AM 1 Engine Version: 6.20.16 LOADS. Analysis is for a Joist Member Primary Load Group Residential SUPPORTS. 1 Stud wall 2 Stud wall Shear (Ibs) Vertical Reaction (Ibs) loment (Ft -Lbs) wive Load Defl (in) Total Load Defl (in) TJPro Input Bearing Width Length 3.50' 2.25' 3.50' 2.25' DESIGN CONTROLS. Maximum 784 784 3543 PROJECT INFORMATION. Heckman Condo Joist #2 11 7/8" TJI® 560 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i Living Areas (psf): 40 0 Live at 100 duration, 25.0 Dead Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 493 /308/0 /802 493 /308/0/802 -See TJ SPECIFIER'S BUILDERS GUIDE for detail(s): A3. Rim Board Design 776 784 3543 0.207 0.336 55 Control 2050 1396 9500 0 362 0.904 55 Control Passed (38 Passed (56 Passed (37 Passed (L/999 Passed (U646) Passed Deflection Criteria. Specified(LL:U600 TL.U240). Deflection analysis is based on composite action with single layer of 3/4' TJ® Performance Plus® Panels (24' Span Rating) GLUED NAILED wood decking. Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 2' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability TJ Pro RATING SYSTEM The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED NAILED 3/4' TJ41) Performance Plus® Panels (24' Span Rating) decking with a poured flooring overlay The controlling span is supported by walls. Additional considerations for this rating include: Ceiling 5/8' Direct Applied Gypsum Ceiling, Pour Flooring Overlay A structural analysis of the deck has not been performed by the program. Comparison Value: 2.34 FrameWorks® Floor System -For complete system requirements, see Trus Joist Framer's Pocket or FrameWorks® Floor System guides. Calculations are based on a system analysis; reduced performance occurs when system requirements are not followed. Copyright O 2005 by Trus Joist Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of Trus Jo st e -I Joist'" Prom and TJ -Pro'" are trademarks of Trus Joist FrameWorks® and Performance Plus® are registered trademarks for Trus Joist C \Documents and Settings \Ed \My Documents \JOBS \Heckman Cond \Joists \Joist #2 sms Other W 6' Product Diagram is Conceptual. A3: Rim Board 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® A3: Rim Board 1 Ply 1 1/4 x 11 7/8' 0.8E TJ- Strand Rim Board® Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 OPERATOR INFORMATION. Edward Jonson Edward Jonson and Associates 5990 NE Battle Point Dr Bainbridge Is. WA 98110 Phone (206)780 -0524 Fax (206)780 -5587 vrs o 0 s o b w Jan Q I 0 EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 1 SC VLoo2 St_4G JOB: SUBJECT DATE. BY 7 612-10 Coc W J AT SHEET 5 EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 \—cIP,ADs Sr ?Lo 2 p.) OL I 1._" I gik S Rn T.L.Ooil- LL o V SC K n Lo 2'-1 R S? got. t tS 4 1 o 3 lc p sit- go of- VI, 07 caw/ L 0 k0 ,GI 101- JOB: SUBJECT DATE. SHEET 56 BY 1 0 0 9 0 q51 ,oy11 (q 7' 610-Y.' �1�! EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 ,5'(/..A0 40) O 1 o good' 015 0,,c) 3 44 ,635 (1344 Vey t_o051) 9`1001 .01 1.a' d 5 o 3 c(► Roof 5( to) V 'y^'' 'Jb ,a:55 (2 1,‘ \s\- JOB: SUBJECT DATE. A..0 0,t- 4C )(t 1'41 9 (i$ 00 6rho sw�' CS to (t11Q; i ��r� 0 1.to GI 0-1 a,a5 SHEET JC BY Lev Lo t-1 ®'7(1N) 4 yZ' 0 1.1.0'41(i) ,,i Pk,3)1Cf Roof o k 5 9) 1'1 b 3 (9) I Z. 1� 13v4 3 ,Q3IC (1) (I) ,r 13 uti (0 cci1(1) r 041 11 1t, 6-1' 1 y 14"1 EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 .S 0 o L c stn L■v L.o r9-b S Zap' 6 S ,0$5 13 c1( c) (z) O 002 tip (b i 2ND 3 03C (1•(L) oq t. '7, 01,,s1(1.51tt) '5,21 JOB: SUBJECT DATE. b3(') lL) ,o (to\(Zl v i 45 SHEET t7 BY SAFE v6 28 File SLAB -2 Kip -ft Units PAGE 1 January 21 2006 11 20 L I N E O B J E C T D A T A LINE JNT -1 JNT -2 SECTION SUPPORT RELEASES LENGTH 1 8 9 WALL1 24 500 2 12 13 WALL1 24 500 3 11 13 WALL1 6 000 4 3 11 WALL1 2 000 5 7 3 WALL1 12 670 6 14 7 WALL1 10 500 7 2 8 WALL1 6 000 8 2 5 WALL1 2 000 9 6 5 WALL1 12 670 10 6 15 WALL1 10 500 11 17 16 WALL1 4 670 12 26 37 9 00 13 37 38 26 000 14 38 27 9 500 15 16 20 WALL1 8 000 16 21 20 WALL1 4 670 17 17 21 WALL1 8 000 18 9 188 13 000 W 39 40 71 OOb 20 10 18 26` 000 21 188 12 13 000 23 23 29 12 500 24 29 25 12'000 25 28 31 12 000 26 31 44 10 500 27 44 24 2 000 SAFE v6 28 File BEAM Kip -ft Units PAGE 1 January 21 2006 11 56 L I N E L O A D S Load Case DL LINE TOTAL -W INPLANE -M OUTPLANE -M 19 57 51 0 000 0 000 18 14 95 0 000 0 000 21 14 95 0 000 0 000 12 11 50 0 000 0 000 14 11 50 0 000 0 000 13 35 36 0 000 0 000 20 20 02 0 000 0 000 23 6 38 0 000 0 000 24 6 12 0 000 0 000 25 6 12 0 000 0 000 26 5 36 0 000 0 000 27 1 02 0 000 0 000 Lo 6-0 Ectc SAFE v6 28 File BEAM Kip -ft Units PAGE 2 January 21 2006 11 56 L I N E L O A D S Load Case LL LINE TOTAL -W INPLANE -M OUTPLANE -M 27 0 98 0 000 0 000 19 53 96 0 000 0 000 18 14 43 0 000 0 000 21 14 43 0 000 0 000 12 10 93 0 000 0 000 14 10 93 0 000 0 000 13 34 06 0 000 0 000 20 19 24 0 000 0 000 23 6 13 0 000 0 000 24 5 88 0 000 0 000 25 5 88 0 000 0 000 26 5 15 0 000 0 000 1C I SAFE v6 28 File BEAM Kip -ft Units PAGE 1 January 21 2006 11 59 P O I N T L O A D S Load Case DL POINT VERTICAL MOMENT -X MOMENT -Y 19 8 50 0 000 0 000 26 8 50 0 000 0 000 27 8 50 0 000 0 000 36 8 50 0 000 0 000 Lo cvC._0(-- 611 SAFE v6 28 File BEAM Kip -ft Units PAGE 2 January 21 2006 11 59 P O I N T L O A D S Load Case LL POINT VERTICAL MOMENT -X MOMENT -Y 19 8 30 0 000 0 000 26 8 30 0 000 0 000 27 8 30 0 000 0 000 36 8 30 0 000 0 000 [0,46 0 79 B B e a 0.028 0 0.118 0 1 28 0 856 1 276 1 1 307 ti 74 1 217 0 167 0. 45 0. 12 0 307 T096 0 883 0 610 0 818 1 171 1 305 0 09 1 288 0 963 0.156 4 487 4 390 4 664 1'1 5.247 gp 2 721 5 032 2 809 mtiy 4 844 4.801 p 4.416 4 420 11 7 WA 3 457 .a 1 602 3.917 11� 4.336 .11 4.228 4 552 4.554 4 226 4 278 P Vv:‘" c CIi --1472 I 4'7 t.J 2 -rop t 4 2 t /Wen 4 (oL 0.286 P 0 440 1 45 2 891 1 %.1 2 236 4 1 4.0 4 222 A 9 7(4 0 2 325 .5v 3 096 0 562 1 574 0 i09 0 154 0 158 0 160 l 4.112 0 3.430 269 645 1 3.312 t b" c1 V0nA SAFE 0 -24 L404 0.t AA 0.9 9J�9 L4 ,a .95 0.422 0 170 0 382 0 392 0 181 0 409 J49 a.2S 0 539 SAFE v6.28 File: beam January 21,2006 12:50 Scale. Fit to Page Beam Flexural Reinforcement (Sq -in) Kip -ft Units ?7e.f44m 5 k 14- 4, e(oe 1.14c 0 -5a4 0.541 14 c e ol i P.282 n 841 943 1_ 945_+ 0 207 0 068 0.013 0.062 0 211 SAFE co"(L ,N O.: 2 g 12K1.122 9._12®: 2@ 9. PO la 187 I 1& 20 L12�42 U2 4- 2.142 SAFE v6.28 File: beam January 21,2006 12:58 Scale: Fit to Page Beam Shear Reinforcement (Sq -in /ft) Kip -ft Units R. ;22.1 P. 19q 4- 614 SAFE CbW N n 1%S U C. I 22 10 t8 41P tq AlZ 413a Az e Al 1 2) 412 i ?5 F-37] 1 443 19 3 5 39 37 171 SAFE v6.28 File: beam November 7,2005 17130 Scale: Fit to Page Structural Layer Plan View Kip -ft Units .16 20 3 11 17 ?1 38 4\4 Port- -431 P 751 hg 36 13 1 SAFE v6 28 File BEAM Kip -ft Units PAGE 1 January 21 2006 13 08 COW rm..) g cr to to C O L U M N R E A C T I O N S COLUMN GRID I GRID J LOAD FZ MX MY 9 16 12 DL 33 87 14 086 -6 655 12 32 12 DL 33 14 14 138 6 499 14 39 1 DL 8 43 5 151 2 423 15 8 1 DL 8 69 5 147 -2 475 23 1 27 DL 18 59 -31 142 -5 553 24 46 27 DL 18 60 -31 136 5 574 25 16 27 DL 48 24 -31 109 -3 046 28 32 27 DL 48 23 -31 153 3 045 29 8 27 DL 36 79 -35 707 1 074 30 24 27 DL 66 07 -26 417 -0 016 31 39 27 DL 36 79 -35 745 =1 060 32 16 1 DL 17 24 5 198 1 122 33 21 1 DL 8 04 2 613 0 362 r 34 27 1 DL 8 06 2 602 -0 367 35 32 1 DL 17 15 5 182 -1 116 90 24 12 DL r 86 66 16 837 0 010 COLUMr) ZSA-LTI SAFE v6 28 File BEAM Kip -ft Units PAGE 1 January 21 2006 13 09 C O L U M N R E A C T I O N S COLUMN GRID I GRID J LOAD FZ MX MY 9 16 12 LL 15 75 6 741 -3 223 12 32 12 LL 15 39 6 766 3 146 ai 14 39 1 LL 3 21 2 450 0 869 1 P"" 15 8 1 LL 3 30 2 448 -0 887 23 1 27 LL 8 82 -19 631 -2 367 24 46 27 LL 8 82 -19 628 2 378 25 16 27 LL 22 61 -12 820 -1 573 28 32 27 LL 22 60 -12 836 1 571 29 8 27 LL 16 27 -16 083 0 413 30 24 27 LL 31 21 -9 578 -0 008 31 39 27 LL 16 27 -16 101 -0 405 y,j,, 32 16 1 LL 6 27 2 523 T 0 424 r 33 21 1 LL 2 48 1 359 0 160 —34 27 1 LL 2 49 1 354 -0 163 35 32 1 LL 6 24 2 518 -0 423 24 12 LL 41 84 7 874 0 004 Rev: 580003 Description General Information Width 12.0z„�,.�, 00 in Depth 12.000 in Rebar 3- 6 d 1.500 in 3 6 d= 10.500 in 2 6 d 6.000 in Loads Note: Column 90 Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Dead Load Live Load Short Term 87.000 k 42.000 k k Axial Loads Applied Moments. Top 17 000 k -ft 10 000k-ft Bottom k -ft k -ft 12.00 x 12.00in Column Rebar 346 1 50in 346 10 50in 246 6 OOin ACI C -1 ACI C -2 Applied Pu Max Factored 193.20 k 121.80 k Allowable Pn Phi Design Ecc. 193.68 k 208.29 k M- critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po 80 P Balanced Ecc Balanced Slenderness per ACI 318 95 Section 10.12 10.13 Actual k Lu r Neutral Axis Distance Phi Max Limit kl /r Beta M:sustained /M:max Cm El 1000 Pc pi ^2 E I (k Lu) ^2 alpha: MaxPu 75 Pc) Delta Ecc: Ecc Loads Moments Design Ecc Ecc Delta ACI C -1 C -2 DL ACI C -1 C -2 LL ACI C -1 C -2 ST .seismic ST 30 000 ACI Factors (per ACI 318 -02, applied internally to entered loads) 1 400 1 700 1 700 1 100 Rectangular Concrete Column fc 4 000.0 psi Fy 60 000.0 psi Seismic Zone 4 LL ST Loads Act Separately 56.90 k -ft 3.534 in 1.22 4.297 in 69 18 k -ft 551 07 k 210.67 k 6.724 in Elastic Modulus ACI Ea. C -1 7 4500 in 0.6500 22.0000 0.6304 1.0000 1 715.02 1 451 18 0.1775 1.2158 3.534 4.297 ACI C -2 Group Factor ACI C -3 Dead Load Factor ACI C -3 Short Term Factor Code Ref ACI 318-02, 1997 UBC 2003 IBC, 2003 NFPA 5000 33.95 k -ft 3.345 in 1 16 3.877 in 39.35 k -ft 551 07 k 210.67 k 6.724 in 3,605 0 ksi ACI Ea. C -2 7 8050 in 0 6500 22.0000 1 0000 1 0000 1,398.11 1 183.03 0 1373 1 1591 3.345 3.877 Total Height Unbraced Length Eff. Length Factor Column is UNBRACED Delta.S k -ft k -ft ACI C -3 78.30 k 216.07 k 21 82 k -ft 3.345 in 1 10 3.669 in 23 94 k -ft 551 07 k 210 67 k 6.724 in Beta ACI Ea. C -3 8.0000 in 0.6500 22.0000 1 0000 1.0000 1,398.11 1 183.03 0.0882 1 0968 3.345 in 3.669 in 0.750 Add "I "1 4" Factor for Seismic 0.900 Add"' '0.9' Factor for Seismic 1.300 9 000 ft 9 000 ft 1 000 1 00 Eccentricity 1 000 in Page 1 J Column is OK 0.850 1 400 0 900 1 00 in DL =87 0, LL =42.0, ST =0.0 k 9.00 ft l 5 Mtop DL =17.0, LL =10.0, ST =0.0 k -ft 12.00 in i 12.00 in Rev: 580003 Description General Information Width Depth Rebar 2 6 d 1.500 in 2 6 d 10.500 in Loads Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Dead Load Live Load Short Term 23.000 k 15 000 k k Axial Loads Applied Moments. Top 6.000 k -ft 6.000 k -ft Bottom 12 00 x 12.00in Column Rebar 246 1 50in 246 10 50in Applied Pu Max Factored Allowable Pn Phi Design Ecc. M- critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po .80 P Balanced Ecc Balanced Column 33 12.000 in 12.000 in Slenderness per ACI 318 95 Section 10.12 10.13 Actual k Lu r 30 000 Neutral Axis Distance Phi Max Limit kl /r Beta M:sustained /M:max Cm El 1000 Pc pi ^2 E I (k Lu) ^2 alpha: MaxPu 75 Pc) Delta Ecc: Ecc Loads Moments Design Ecc Ecc Delta ACI C -1 C -2 DL ACI C -1 C -2 LL ACI C -1 C -2 ST .seismic ST 1 400 1 700 1 700 1 100 Rectangular Concrete Column 71M Code Ref ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 n, fc 4 000 0 psi Fy 60,000.0 psi Seismic Zone 4 LL ST Loads Act Separately k -ft k -ft k -ft ACI C -I 57 70 k 147.23 k 23.41 k -ft 4.868 in 1 06 5.162 in 24.82 k -ft 471 37 k 212.52 k 5.579 in Elastic Modulus ACI Ea. C -1 6 4700 in 0.6500 22.0000 0.5581 1 0000 1,599.28 1,353.25 0.0569 1 0603 4 868 5.162 ACI Factors (per ACI 318 -02, applied internally to entered loads) ACI C -2 Group Factor ACI C -3 Dead Load Factor ACI C -3 Short Term Factor ACI C -2 32.20 k 169.41 k 11 08 k -ft 4 130 in 1 04 4 306 in 11.55 k -ft 471.37 k 212.52 k 5.579 in 3,605.0 ksi ACI Ea. C -2 7 1250 in 0.6500 22.0000 1 0000 1.0000 1,245.89 1,054.22 0.0407 1 0425 4 130 4.306 Total Height 9 000 ft Unbraced Length 9.000 ft Eff Length Factor 1 000 Column is UNBRACED Delta:S 1 00 k -ft Column is OK ACI C -3 20.70 k 171.38 k 7 12 k -ft 4 130 in 1 03 4.241 in 7 32 k -ft 471 37 k 212.52 k 5.579 in Beta ACI Ea. C -3 7 1850 in 0.6500 22.0000 1.0000 1 0000 1,245.89 1 054.22 0.0262 1 0269 4 130 in 4.241 in G' Eccentricity 1 000 in Page n 1.. 0 850 0.750 Add "I "1 4" Factor for Seismic 1 400 0.900 Add"! '0.9' Factor for Seismic 0.900 1 300 1 00 in DL =23.0, LL =15.0, ST =0.0 k 5 Mtop DL =6.0, LL =6.0 ST =0.0 k -ft 9.00 ft 12.00 in Rev' 580000 Description General Information Dead Load Live Load Short Term Load Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Footing 90 Seismic Zone 4 Overburden Weight 0.000 psf Concrete Weight 145 00 pcf LL ST Loads Combine Load Duration Factor 1.330 Column Dimension 12.00 in Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd 7 50ft square x 16 Oin thick with 9- #6 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity 87 000 k 42.000 k 0.000 k Square Footing Design 12.375 in 0.0033 0.0025 in2 0.0033 2,486.67 psf 2,500.00 psf 2,486.67 psf 3,325.00 psf 19 57 k -ft ft 27 92 k -ft ft Allowable Soil Bearing 2,500.00 psf As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn *Phi Allow One -Way 16.00 in 9 6 3.250 2,500.0 psi 60 000.0 psi 55.36 psi 85 00 psi Page Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension 7.500 ft Thickness #of Bars Bar Size Rebar Cover fc Fy 0 484 in2 3 631 in2 0 0014 Footing OK Vu Actual Two -Way 160.07 psi Vn *Phi Allow Two -Way 170.00 psi Alternate Rebar Selections. 19 4's 12 5's 9 6's 7 7's 5 8's 4 9's 3 10's Rev: 580000 Description General Information Dead Load Live Load Short Term Load Mu Actual Mn Phi Capacity Footing 25 Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure 49 000 k 23.000 k 0 000 k 4 0 000 psf 145.00 pcf 1.330 12.00 in Note Load factoring supports 2003 1BC and 2003 N Factoring of entered loads to ultimate loads wi 6 OOft square x 12.0in thick with 7 #5 bars Square Footing Design FPA 5000 by virtue of their references to ACI 318 -02 for concrete design. thin this program is according to ACI 318 -02 C.2 8.438 in 0 0033 0.0027 in2 0 0033 2,145.00 psf 2,500.00 psf 2,145.00 psf 3,325.00 psf 9.98 k -ft ft 13 04 k -ft /ft Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension Thickness of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn *Phi Allow One -Way 6 000 ft 12.00 in 7 5 3.250 2,500.0 psi 60,000.0 psi 2,500 00 psf 0 338 in2 2.025 in2 0 0014 56.70 psi 85.00 psi Footing OK Vu Actual Two -Way 153.30 psi Vn *Phi Allow Two -Way 170.00 psi Alternate Rebar Selections. 11 4's 7 5's 5 6's 4 #7's 3 #8's 3 #9's 2 10's Page 1 Rev: 580000 Description General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd 6 50ft square x 14 Oin thick with 7- #6 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity Footing 30 66.000 k 31 000 k 0.000 k 4 0 000 psf 145 00 pcf 1.330 12.00 in Square Footing Design 10.375 in 0.0033 0.0025 in2 0.0033 2,465.02 psf 2,500.00 psf 2,465.02 psf 3,325.00 psf 13.88 k -ft ft 20.93 k -ft ft Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension 6.500 ft Thickness 14 00 in #of Bars 7 Bar Size 6 Rebar Cover 3.250 ft 2,500.0 psi Fy 60,000 0 psi Allowable Soil Bearing 2,500.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing As to USE per foot of Width Total As Req'd Min Allow Reinf 0.410 in2 2.663 in2 0 0014 Vu Actual One -Way 55 60 psi Vn*Phi Allow One -Way 85.00 psi Vu Actual Two -Way 153.29 psi Vn *Phi Allow Two -Way 170.00 psi Alternate Rebar Selections. 14 4's 9 5's 7 6's 5 7's 4 8's 3 9's 3 10's Page Footing OK Rev: 580000 Description Footing 23 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity 20 000 k 12.000 k 0.000 k 4 0 000 psf 145 00 pcf 1.330 12.00 in Square Footing Design 8.438 in 0.0033 0.0010 in2 0.0014 4 OOft square x 12 Oin thick with 4- #5 bars 2,145.00 psf 2,500.00 psf 2,145.00 psf 3,325.00 psf 3.63 k -ft ft 11.26 k -ft ft Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension Thickness of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn *Phi Allow One -Way 4.000 ft 12.00 in 4 5 3.250 2,500.0 psi 60,000.0 psi 2,500.00 psf 0.259 in2 1 037 in2 0.0014 25.41 psi 85.00 psi Footing OK Vu Actual Two -Way 61 30 psi Vn *Phi Allow Two -Way 170.00 psi Alternate Rebar Selections. 6 4's 4 5's 3 6's 2 7's 2 8's 2 9's 1 10's Page Rev 580000 Description General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 [Reinforcing Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd 5 OOft square x 12.0in thick with 5- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity Footing 29 37 000 k 17 000 k 0.000 k 4 0 000 psf 145.00 pcf 1 330 12.00 in Square Footing Design 8.438 in 0.0033 0.0018 in2 0.0024 2,305 00 psf 2,500.00 psf 2,305.00 psf 3,325.00 psf 6.86 k -ft ft 11.26 k -ft ft As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn *Phi Allow One -Way Page Code Ref: ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension 5.000 ft Thickness 12.00 in #of Bars 5 Bar Size 5 Rebar Cover 3.250 fc 2,500 0 psi Fy 60 000 0 psi Allowable Soil Bearing 2,500 00 psf 0.259 in2 1.296 in2 0 0014 43 95 psi 85.00 psi Vu Actual Two -Way Vn*Phi Allow Two -Way Alternate Rebar Selections. 7 4's 5 5's 3 6's 3 7's 2 8's 2 9's 2 10's 109 93 psi 170 00 psi Footing OK Rev 580000 Description Footing 9 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd 5 OOft square x 12.Oin thick with 5- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity 34.000 k 16.000 k 0.000 k 4 0.000 psf 145.00 pcf 1.330 12.00 in Square Footing Design 8.438 in 0.0033 0 0017 in2 0 0023 2,145.00 psf 2,500.00 psf 2,145 00 psf 3,325.00 psf 6.39 k -ft ft 11.26 k -ft ft Code Ref ACI 318-02, 1997 UBC 2003 IBC 2003 NFPA 5000 Footing Dimension 5.000 ft Thickness 12.00 in of Bars 5 Bar Size 5 Rebar Cover 3.250 fc 2,500 0 psi Fy 60,000 0 psi Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn*Phi Allow One -Way 2,500 00 psf 0.259 in2 1.296 in2 0 0014 40.92 psi 85.00 psi Footing OK Vu Actual Two -Way 102.36 psi Vn *Phi Allow Two -Way 170 00 psi Alternate Rebar Selections. 7 4's 5 5's 3 6's 3 7's 2 8's 2 9's 2 10's Page Rev: 580000 Description Footing 32 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar 'd' depth used 200 /Fy As Req'd by Analysis Min. Reinf to Req'd 23.000 k 15.000 k 0.000 k 4 0.000 psf 145.00 pcf 1 330 12.00 in 4 50ft square x 12.0in thick with 4- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn Phi Capacity Square Footing Design Code Ref: ACI 318-02, 1997 UBC 2003 IBC 2003 NFPA 5000 Allowable Soil Bearing 2,500.00 psf Footing Dimension Thickness of Bars Bar Size Rebar Cover fc Fy Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 8.438 in 0.0033 0.0012 in2 0 0016 2,021.54 psf 2,500.00 psf 2,021.54 psf 3,325.00 psf 4 67 k -ft ft 10.06 k -ft ft As to USE per foot of Width Total As Req'd Min Allow Reinf Vu Actual One -Way Vn*Phi Allow One -Way 4.500 ft 12.00 in 4 5 3.250 2,500.0 psi 60,000.0 psi 0.259 in2 1 166 in2 0 0014 31.56 psi 85.00 psi Footing OK Vu Actual Two -Way 76 78 psi Vn*Phi Allow Two -Way 170 00 psi Alternate Rebar Selections. 6 4's 4 5's 3 6's 2 7's 2 8's 2 9's 1 10's EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 4 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 LOVLL `Roo TR\S Roo* pc (2-2..6) JOB: SUBJECT DATE. O L. LL 1 z., .1Le l ot-' 01 1 o J q-#1-Ito ct 13,5 t t 30 Oi (035(Z`\ os )Ct 16 (2 -i o ('1,5) t51i V- W ALL bL 'to2S( 1( 0)(1) .4 ,a3 (10= 1, by tJ C6 Ub 7 ,6 1° W in T -14 Mg, (2,S) iii-f ilt **1- i ft) z z.i -v 1e- tt s2 2 7 c.). I I 1 SHEET t f S BY f? O O I EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers t +4 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 w Pttk. -r 6rz,r9 5 color G� C� k ((t S\ 0 4 7 (L. F 65 01) t- 7, -r 10/ V JOB: SUBJECT DATE. 1 214 3.145 c0 SHEET T9 I► BY EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers t-4-4 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 W4 o o iv(, «>ako O TR1 f3 co toTl-A Ism 9 C *035( 1G) c91 I (7,6) 3.o (1- I. cp UsE. 2 w LL O JOB: SUBJECT DATE. SHEET \O BY Soil. Pressure Toe Soil Pressure Heel Allowable Soil Pressure Less Than ACI Factored Toe ACI Factored Heel Footing Shear Toe Footing Shear Heel Allowable Wall Stability Ratios Overturning Sliding Sliding Calcs Slab Resists All Lateral Sliding Force Rev: 580014 Description [Criteria Retained Height 6.00 ft Wall height above soil 1.00 ft Slope Behind Wall 0.00 1 Height of Soil over Toe 0.00 in Soil Density 110.00 pcf Wind on Stem I Design Summary Total Bearing Load .resultant ecc. Footing Design Factored Pressure Mu' Upward Mu' Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 0.0 psf Results Toe 2,293 459 47 412 0 00 85.00 None Spec'd None Spec'd None Spec'd 2,208 lbs 5.79 in 2,140 psf OK 0 psf OK 2,500 psf Allowable 2,293 psf 0 psf 0.0 psi OK 17 7 psi OK 85.0 psi 1 76 OK N/A Sliding 857.5 lbs Cantilevered Retaining Wall Design Heel 0 psf 0 ft-# 1 455 ft-# 1 455 ft-# 17 71 psi 85.00 psi Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingjJSoil Friction Soil height to ignore for passive pressure Stem Construction Design height Wall Material Above 'Ht' Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB fa /Fa Total Force Section Moment. .Actual Moment. Allowable Shear .Actual Shear .Allowable Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 2,500.0 psf Method 35.0 psf /ft O 0 psf /ft 250 0 psf /ft 0.0 ft 0.450 0.00 in ft= lbs ft-# psi psi Other Acceptable Sizes Spacings Toe: Not req'd, Mu S Fr Heel: Not req'd, Mu S Fr Key No key defined Bar Develop ABOVE Ht. in Bar Lap /Hook BELOW Ht. in Wall Weight Rebar Depth 'd' in Masonry Data fm psi Fs psi Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv Solid Thick. Masonry Block Type Normal Weight Concrete Data ft Fy Top Stem Stem OK 0.00 Concrete 8.00 5 18.00 Center 0.613 1 071 0 2,142.0 3 493.2 22.3 85.0 23.40 6.27 96.7 4.00 psi 2,500.0 psi 60,000.0 FI1 Page 1 Footing Strengths Dimensions fc 2,500 psi Fy 60,000 psi Min. As 0.0014 Toe Width 0 67 ft Heel Width 1 67 Total Footing Width 2.34 Footing Thickness 12.00 in Key Width 0 00 in Key Depth 0.00 in Key Distance from Toe 0.00 ft Cover Top 2.00 in Btm.= 3.00 in Rev: 580014 Description I Summary of Overturning Resisting Forces Moments OVERTURNING. Force Distance Moment Item lbs ft ft-# Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load Stem Above Soil SeismicLoad Total Resisting /Overturning Ratio Vertical Loads used for Soil Pressure Vertical component of active pressure used for soil pressure Cantilevered Retaining Wall Design 857.5 2.33 2,000.8 857 5 O.T.M. 2,000.8 1 76 2,208.1 lbs Code Ref ACI 318 -02, 1997 UBC 2003 IBC 2003 NFPA 5000 Soil Over Heel 662.2 Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth Stem Transitions= Footing Weight Key Weight Vert. Component Total .RESISTING. Force Distance lbs ft 1.84 0.00 676 7 1 00 3510 117 518.2 2.34 2,208.1 lbs R.M.= Page 2 Moment ft-# 1,217 3 678.9 410 7 1,212.7 3 519.6 Sliding Restraint 8.00005in Conc w/ #5 18.in o/c #0 @0. in @Toe #0 @0.in Heel Designer select 4 2' -4' 8' 1 -8' all horiz. reinf N S s e S i 2' 3' 1 -0' 6' -0' 1 -0' 7' -0' A EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers +t L cP-k- 'S Vo L� 5990 Northeast Battle Point Drive SUBJECT LATERAL. Q oace..S Bainbridge Island, WA 98110 33407 (206) 780 -0524 Fax (206) 780 -5587 DATE: BY: 1=J LAD Orys W L rJ 10 0 vv104 1 mcp C 5eAsm 1 L T�(,027 `?L-(wGov slur iL- W 4-LL Corvc Tt= S4e4R w ALL QN t 4 R c L ocS J L` c L 2; f7Sf C I NC O W 4 LA.S) Op9est. ui 000 R) VP'- o t d.. ©W C..e) N L t+ Loa a (L 0, 1n) W o AOju ce70 N \6091(o N JOB: \A E C Cdm)'o to SHEET L I Heckman Condo ck S 3 C7 Co 0 MCE Ground Motion Conterminous 48 States Zip Code 98362 Central Latitude 47 973542 Central Longitude -123 381177 Period MCE Sa (sec) %g) 0.2 124 1 MCE Value of Ss, Site Class B 1 0 050 9 MCE Value of S1 Site Class B Spectral Parameters for Site Class D 0 2 124 1 Sa FaSs, Fa 1 00 1 0 076 3 Sa FvS1, Fv 1 50 5'6W.s.. ,o)c wo .SC)5 (*Os) z o. '6. L) ?ye w000 94 ,001A o AJ L nw 2 Coto ut -EtN.. "F L0 i s �ti t ,L v217) 0 VJ I Q 0 DECK 0 d LNNG BR STUDY 0 0 J DECK Q a P P o rE M BEDROOM DNNG KITCHEN 0 j1 0 L MBA TH BATH CLOSET M BEDROOM CLOSET TLE M.BATH _ALNDRY LAUNDRY ELEV BATH 4 DNNG KITCHEN 1 �o 1 141 4 °4 II I 1 I I I I I I I I I A R 0 0 L. A 1 WA Noe:ro 6 LIVNG BR STUDY DECK 0 0 0 0 DECK 0 c 4 EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers tt~4 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 CZOoF Ndei (soo C'l-V o 1,w C (tS (r.)3 #2 (1) (18)(L-1 1l Wio' 2.t 7o (c'? r 36 1 10(r) (CVO:- ,c ()c) ecr1 r ,0 3 1 y N151 Z s rE, JOB: 14 E0 k.PiP Coot) U SUBJECT DATE: V01 fRaISCV (b)" ''7q,9 w r, 1 0000 \t, t C, tt lobs) (3)(m) VC 4. 1 "15 \r O Ur) '0 0 LJ' i (L Q v7 BY SHEET L th t 61 W t►i ti t 0-100 37 11, 312(9 IL £f s1' 'Mop 14 2q 9 0 moo. 10 (541`1 sfem C7a IPS 't" f 1 4 n) u l o'L WINO 1 c'S,q 1 (0 -4-10, 60)1 (C÷2--) 116' '5 y E-0 .1t; (i')((m'k 1qq v \ty EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers JOB: 1�j'�k '0-k1 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 W�h) (1 5�z1 .3 (0 th F (I-3) (i J Z I ,L SUBJECT OO E 6'1EIQlc DATE. i, 9',C -Em qg-f YV1 01'2- 43 ek I S� (a C&7 toy-( ^M+)t-ti 0 (t (9 c1 -r ka (1 5)(b)(9 /5) S^-- It 3 Our? tiw f EX. S 7 O Noo a) t (10,$) (10)] ,t 's c(1 -1y1 (Z51 1 (1 61.1 t_00 \t 1,z `o' `Z/ Z 11.4 Sur I W\o 2O.) (b)z tcoo y■A ov)- 1 d (I Z\ (t t.r( 2_ "f t v (t Ll (5) (t co\ 2 2'-f `l (0 o �S 116( 7 1,C Iv o 4c L+t O ow SHEET BY a a a DECK P P a a M. BEDROOM DING a Ll DECK LNNG BR i STLDY <ITGLEN A a 3 a 1' a L c c MEATH _AUNDRY BATH CLOSET CLOSET SH ELEV M BEDROOM LAUNDRY M.BATH BATH 41 KITCHEN FLe L4TEZ L 1_2 c L X 2 L 1'V -t a a DNNC L LNNG DECK DECK a a BR STUDY r a a C_ a a 4 EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 2" I\I 1,2.9 s ick) (..(0 s) 2)) 1 0 `cZoot E.11) (tc) (1S (141--t\ 1.- 7 0 --7 1-0' `1) SS �'ri- Sw 0 1 "1(d7 (6) te5Go (8) 5 (1.-)s 000 1k10.1 0 1,cz e:" goof JOB: SUBJECT DATE. 8 s 5 2 1 16 `S O 'ZL SHEET L7 BY EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive SUBJECT Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 DATE: BY \c(7,c) (H61 Rood' L2 SC, 21 '377.-C q7 V>✓1 swl JOB: CAn12 SHEET L- 9 °I C. 1 t Lf 7097 it, YVlcKZ C" 372.40(10 -i- 621o(B (to-t'7 ob9 4 2 1 i o 20 (01 C 54.YL L'(L12 j ss ;-14 Po I, Q 1 S 11/ 1-4 oLO p u w tJ R.E©r vJ ■.YJ 0 1 29 C i .q'\ (b1 +1° (tori C t o) Z I ,,IC (01S) (11\ 1-1) Z '3 33 0 oorf" t at c t e L.% 4.10 2.2_' 'Z) 2 M Icicle CA,) tkbl+ 33 (91 -^lS \oL:` \o (1 do \b' t z 0 a S o 4 1 EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers JOB: \A E,` 1MNa, 5990 Northeast Battle Point Drive SUBJECT Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 DATE. BY W t.1.3 �s( '5)(1-3) (1 g 3 0'1• 3 32of %0 z1. L 1.= q c 9 S -0= 2- 3 '7 f Su.-1 �3z (9,C\ fk l3 012- ori- c-S I ?7(., !t S 1N o Howl vows w4W10 1,2°1 (10.51 (t!, (1o) SZOoF �3 .5922, \t, 2..0 1 5) (9,5r( 2o(t'5 ("1)(9,5) 1 ;7.9 L (ts,91 (61 (1o6) (101 0 al E Q C(Zs1 L 1-4 u •Roof Zoo SHEET EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers l +t 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 JOB: \0\ESA "M"Y1A SUBJECT DATE: YVioe toad (v.') -4 14 o 4b1= (.-1 57_0 r o1,'' L v (lL (I h l t 0 Z.I Z "I Ca O o u t LO 0 WN) I S 9 0 1 4 i 0 4 0 1 1 014), 'SOU" 7v-1O 1 4 J -Lori 0 (-A "1 -i 'LA_ BY z 2_0 I L 1 2)(.0 LT- S W 1-- 01-2 11(61_ (2i-t.) tart& (14,)- z9Z0 (42- -«1-4 9d 4 rna,_ (Li) to (LA cal (to t C sca 0 u 4-14 P0 0ti \Ja 4 r ($(9) C lo) \t, SHEET L1 v EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 OT 2 J 2 3q3 'C! JOB: SUBJECT DATE: CO rai' G 2_1 o 2 3"12 G 1 t L 9 G-k 1 6 1 'i t) z 2 21.1 L? 2 t (Ba (h) /t 6 4 )-2, s 5 1(, c0 ^Marti C1Q( (e).+ to (6)(01 (3G)' e 19 '-Iw 4 (4 2 I(5 IJo k oLry QLr Q W 041j C7 6 f0 (k,V3 (10 f $595 r- 61 1 1. E( 33 3 u (t) .4 kotgt. accS 1L, SHEET Lk I BY 3o(rco) .f 33 70(8)7(l�1C(,�1z. 'S cm 4, 4e .c-I� C10 (to)-4 to(w) (L,' (11) /07 So t.<‘, -1;;,- 111 1 14 t oNi 10.4 (1, 01 5 y L t g 9 j 1 I, IV 4,..a W o (t (1 0V2—1 t 0 (13) (1) 2 Lit) 14 L�1 E (0 333I'Z1 -c ?al :1' 3 EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers JOB: SHEET LVt 5990 Northeast Battle Point Drive SUBJECT Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 DATE. BY Mors 1\A'0 `--0--4o (Z) to 0,..,"3 (`(i 1 L7 L-r1 1(o Y V rr2 r to ©o (Z' 4 1 1 4 0 R.) (ti.-+o (S)1 �l �c� V\ tJ y 0 6 l t NV1ot_2 0 (q c) �0� (9' to) 1Oto (6 39 4s9., .c -1 C 1 6 (151 Zo S) (En s L E 0 0 1 5 4 (115) 6) 3 6-1) (9 z 41, g7 J I 1 11(0 1i5 rliu J.)ot..r7 a0w.w CD -0% Li S L[ Wit .-t 1 0 (4 (L) Cl61 L`--) Z Ito `30t 'C 2160 1 P ►�r�1 s 3 \o EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 0+4 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 N)C1r OL1 c Sta t to S t t3tL JOB: SUBJECT DATE. V-VF 4 -11 7 3 a C i s t 13 2 e i l I Li' g Z 1$12 310 X1 Z (a) o S 'L "'LE loo u 7— 2< z! Li rat 17" Us. BY l use. t 2 l- SHEET Lt 3 I 1 41L.L ET b L w 4t,L. 4. r WALL s EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers t 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 '�►Sc.."Me.rs vJ w�L. c..E.NKt.rt 0 wg JOB: SUBJECT DATE. .\eat (36 S'&) 3 b nh Fin 0 2 4) T. 9 S‘q 0'LS OS7`t) S.9 \L- ►9 t4 ('t f,1S) I Yr, s k N(S -f to.;ct,)l (Hig^I't. -tic)) v_ 3 cis c L A ■o,S S+ i,$) Z t O 9 Ltd 0 I‘ ,Z°\ 3 6 C" se\ sM C (11.1 0*- S SHEET BY Rev: 580002 Description General Information Y Y Axis Shear 137.50 k X -X Axis Shear 137.50 k Shears are applied on each axis separately Wall Data Label Thickness Length in 1 2 3 4 5 6 7 8 Calculated Wall Forces Label Load Location for Maximum Forces X ft Y 1 0.000 2 0 000 3 0.000 4 0.000 5 3.750 6 x750 7 3 750 8 3.750 X Accidental Eccentricity Y Accidental Eccentricity 15.625 15.625 15.625 15.625 0.000 0 :000 0.000 0.000 X Distance to Center of Rigidity Y Distance to Center of Rigidity Rigid Diaphragm Torsional Analysis Min. X Axis Ecc Min. Y Axis Ecc Direct Shears k Length Thick 21 063 0.000 -21 063 0.000 46.988 0 000 46.988 0 000 41 468 0 000 '25.20 41 468 0.000 25.520 0.000 5.00 500 X Axis Center of Mass Y Axis Center of Mass Max X Dimension Max Y Dimension Height Wall Xcg Wall Ycg Wall Angle Wall End E ft ft ft ft deg CCW Fixity 8.000 12.500 9 000 8.250 0.330 0.0 Fix -Fix 1 0 8.000 12.500 9 000 66 750 0.330 0.0 Fix -Fix 1 0 8.000 24.500. 9.000 12.250 18.300 0.0 Fix -Fix 10 8.000 24.500 9 000 62.750 18.300 0.0 Fix -Fix 1 0 8.000 14.300 9 000 2.330 7 170 90.0 Fix -Fix 1.0 8.000 10.000 9 000 0.330 17.670 90.0 Fix -Fix 1 0 8.000 14.300 9.000 72.670 7 170 90.0 Fix -Fix 10 8.000 10.000 9.000 74 670 17.670 90.0 Fix -Fix 1 0 Torsional Shears k Length Thick 4 853 4.853 -4.869 -4.869 3.933 2.5 -8 3.933 2.558 0 196 -0.196 0.331 -0.331 0.010 -0 010 0.006 37 50 ft 25 75 ft 75 00 ft 52.00 ft 37.500 ft Controlling Eccentricities Forces from Applied Y Y Shear 12.725 ft Xcm (Min *MaxX) X -cr 3.750 ft Torsion 515.63 k -ft Xcm (Min *MaxX) X -cr -3 750 ft Torsion -515 63 k -ft 3.750 ft Controlling Eccentricities Forces from Applied X -X Shear 2.600 ft Ycm (Min% *MaxY) Y -cr 15.625 ft Torsion 2,148.40 k -ft Ycm (Min% *MaxY) Y -cr 10 425ft Torsion 1 433.40 k -ft Page Final Max. Wall Shear 21.063 21.063 51.857 51.857 45.401 28.078 45.401 28.078 C.M. (37.50,25.75) NINNININI■limmulmmolgaH limilmmimiaminimilliiim C.R. (37 50,12.72) I L \GIV EDWARD JONSON AND ASSOCIATES, PS Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 Q m5 8 t 33 0 G 1tt5 ci,c0.1 ,31., 0 a3_ 1. t207.5" leb: 0 0 Z.4 ∎g (01.15 Ib.', 0 Q \w,3 'Z133 'l ,t7 90 Q 10 i7,•5 1"1, 6'i 9 c) G ‘M.-t) 1 t pto, -t 1 1'1 °I v V ‘0 14,67 ,'110 90 JOB: SUBJECT DATE. SHEET 101 4 BY. EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 14 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 W 4i.L._ s1 eArt_. we ..s5 ..s W ILL. n 1 .1 (9) ('S Vic k t) 1)cl 2 1 IC. ovz 21 (9) z 2)01 -c -1( rI ez_PAAN tNc, C1-iECIc S�t:AQ �2� trV\un/ 21(11A \i k 4 ?r.Q\ T e 5 J Z~ oft., JOB: SUBJECT DATE: 2 1 11" t_ t LA Ilic M\ 1 4 1 a o 0 1-5 91(,17) L 0 :LH 1 S h ej' AN) c, GIS(21 t,v63) tgl(r1(ri 51(12)s Is k- fv SHEET _V1 BY S L (z.-e3)11z.siC i -4. 6- icc1t.$)) zy 2 k t?„9 €)1 4v 104631)('1rs,600)(6)Z y EDWARD JONSON AND ASSOCIATES, P S Consulting Structural Engineers 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110 -33407 (206) 780 -0524 Fax (206) 780 -5587 JOB: SUBJECT DATE: lag au_ Q 4tA-1 2 0 3 (9) c� g (V (10 2 IS"( 11 v V1- V`1'1 t 5' L' 0 Yrvv' 60c_? 111 (7-)( 90 Vz_ a Oti "IC Ir= AI L-10 USL w v.) Q.etkg SHEET L BY 03/13/2006 12 31 FAX 3604176944 VISION BUILDERS INC PERFORMANCETt" ;13 50XZ SINGLE PACKAGED HEAT PUMP U W ITH PURONO (R 410A) REFRIGER 2 to 5 Nominal Tons Pun ,.Tram° ally nd lager Product Data RECEIVED MAR 1 5 2006 CITY OF PORT ANGELES BUILDING DIVISION UNIT 50X2 Performance SERIES Turn to the Experts. 1002/029 Single- Packaged Products with Energy Saving Features and Puron® refrigerant. 13 SEER 8 0 HSPF 1 I EER at 95 °F OD Low Sound Levels Variable Speed Blower Standard Factory /Installed TXV Features/Benefits One piece Heat Pump unit with optional electric heater low installation cost, dependable performance and easy maintenance. Efficient operation High efficiency design with SEERs (Seasonal Energy Efficiency Ratio) of 130 Pm Environmentally Sound Refrigerant. is Carrier's unique refrigerant designed to help protect the environment. Puron is an HFC refrigerant v,hich does not contain chlorine that can harm the ozone layer The most important advantage of Puron refrigerant is that it has not been banned in future air conditioning systems as the traditional refrigerant R 22 has been. Puron refrigerant is in service in over 100 000 systems proving highly reliable, environmentally sound performance, Comfort Heat Pump System,with IdealHumidity"` featuring Thermidistat control and Variable Speed Blower motor that provides greater comfort, Iiumidity control and energy efficiency Variable Speed Blower motors provides better comfort and energy efficiency You can expect up to 30 times better dehumidification economical constant fan for less than $50 a year which provides improved indoor air quality and more even temperatures from room to room and reduced indoor noise due to lower air velocity In addition, you'll realize improved installation flexibility with 3 03/13/2006 12 32 FAX 3604176944 different airflow choices for best overall comfort. Easy Installation Factory- assembled package is a compact, fully self contained heat pump unit that is pre wired pre piped, and pm- charged for minimum installation expense. 50XZ units are available in a variety of standard capacity ranges with voltage options to meet residential 'and light commercial requirements. Units install easily on a rooftop or at ground -level Durable, dependable components Compressors are designed for high efficiency Each compressor is hermetically sealed against contamination to help promote longer life and dependable operation. Vibration isolation provides quiet operation. Compressors have internal high- pressure and overcun protection. Convertible duct configuration Unit is designed for easy use in either downflow or horizontal applications. Each unit is easily converted from horizontal to downflow and include horizontal duct covers Direct -drive variable speed blower motor is standard on all 50XZ models. Direct drive, PSC condenser -fan motors are designed to help reduce energy consumption and provide for cooling operation down to 55 °F outdoor temperature. Motormaster® iI low ambient kit is available as a field installed accessory Corporate thermostats designed to. work as a system with Carriers small packaged product. Table of contents Features /Benefits. Model Number Nomenclature ARI Capacities Physical Data Options and Accessories Base Unit Dimensions. Accessory Dimensions Selection Procedure Performance Data Typical Piping and Wiring Application Data Electrical Data. Typical Wiring Schematics Controls Guide Specifications 2 VISION BUILDERS INC Refrigerant system is designed to prov ide dependability Liquid refrigerant filter driers are used to promote clean, unrestricted operation. Each unit leaves the factory with a full Puron® refrigerant charge. Refrigerant service connections make checking operating pressures easier Indoor and Outdoor coils are computer- designed for optimum heat transfer and cooling efficiency The indoor coil is fabricated from copper tube and aluminum fins and is located inside the unit for protection against damage. The outdoor coil is internally mounted on the top tier of the unit Copper fin coils and pre coated fin coils are available from the factory by special order These coils are recommended in applications where aluminum fins are likely to be damaged due to corrosion. They are ideal for seacoast applications. Thermostatic Expansion Valve --A hard shutoff balance port TXV maintains a constant superheat at the evapoarator exit (cooling cycle) resulting in higher overall system efficiency High and Low Pressure Switches give added safety and reliability to the compressor. Low sound ratings ensure a quiet indoor and outdoor environment with sound ratings as low as 72 dB (See page 3 Easy to service cabinets provide easy single -panel accessibility to serviceable components during maintenance and installation. The basepan with integrated chain pan provides easy ground level installation with or without a mounting pad. Convenient handholds are provided to manipulate the unit on the jobsite. A nesting feature ensures a positive basepan to roof curb seal when the unit is roof mounted A convenient 3 /4-in. wide perimeter flange makes frame mounting on a rooftop easy Louvered Grille provides hail and vandalism protection for the coil Downflow operation is easily provided in the field to allow vertical ductwork connections. The basepan utilizes knockout style seals on the bottom openings to ensure a positive seal in the horizontal airflow mode. Cabinets are constructed of heavy duty phosphated, zinc- coated prepainted steel capable of withstanding 500 his of salt spray Interior surfaces of the evaporator and electric heater compartments are insulated with cleanable semi rigid insulation hoard, which keeps the conditioned air from being affected by the outdoor ambient temperature and provides improved indoor air quality (Conforms to American Society of Heating, Refrigeration and Air Conditioning Engineers No 62P) The sloped drain pan minimizes standing water in the drain, which is provided with an external drain. Standard metal duct covers with insulation come with the unit and cover the horizontal duct openings. These can be left in place if the units are converted to downflow Short Cycling protection for the compressor is incorporated into our defrost control hoard ensuring a five minute delay 2 minutes) before restarting compressor after shutdown for any reason. x 003/029 1,2 3 3 4 5,6 7,8 9 10 11 19 20 21 22, 23 24 25 26 27 28 03/13/2006 12 33 FAX 3604176944 Model number nomenclature ARI* capacities UNIT 5OXZ 024 030 036 042 048 060 UNIT 50XZ 024 030 036 042 048 060 Model Number 50X2 Single Packaged Heat Pump Nominal Cooling Capacity 024 2 ton 030 2.5 ton 036 3 ton 042- 3.5ton 048 4 Ion 060 5 ton V Ph -Hz 3 280/230 -1 -60 5 208/230-3-60 NOMINAL TONS 2 2 1/2 3 3-1/2 4 5 HIGH HEAT CAPACITY (BTUH) 47 °F 24,000 29,000 36,000 40,500 47,000 55, 000 50XZ 024 3 STANDARD CFM 800 1000 1100 1450 1450 1710 HIGH HEAT COP 47 °F 34 3.4 3.4 3.4 3.5 3.4 LEGEND dB Sound Levels (decibels) db Dry Bulb SEER Seasonal Energy Efficiency Ratio wb Wet Bulb COP Coefficient of Performance HSPF Healing Season Performance Factor Air Conditioning Refrigeration Institute, A conditions— 80 °F indoor db /67 °F indoor wb 95 °F outdoor dh. VISION BUILDERS INC Options BT CC CU TP TV TO AL evap vinyl condens AL evap, CU condens CU evap condens Base unit with tin plated indoor coil hairpins TP with vinyl coating on outdoor coil TP with AL indoor coil CU /CU out- door coil Only used if ordering an option COOLING CAPACITIES AND EFFICIENCIES NET COOLING CAPACITIES (Btuh) 24,000 28,800 36,000 41,000 45,000 57,000 HEATING CAPACITIES AND EFFICIENCIES LOW HEAT CAPACITY (BTUH) (4 14,400 16,000 19,600 21,600 24,600 31,000 SEERt 13.0 130 130 13.0 130 13.0 LOW HEAT COP 17 °F 2.2 2.2 2.1 2.2 2.2 2.2 AL Aluminum CU Copper SOUND RATINGS$ (dB) 72 72 72 72 78 78 HSPFt 7.8 8.0 8.0 8.0 8.0 8.0 C�] 004/029 t Rated in accordance with U S Government DOE (Department of Energy) test procedures and /or ARI Standard 210/240-94 Tested in accordance with ARI Standard 270 -95 (not listed in ARI). NOTES' 1 Ratings are net values, reflecting the effects of circulating fan heat. Ratings are based on Cooling Standard 80 °F db, 67 °F wb indoor entering -air tempera- ture and 95 °F db outdoor entering -air temperature. 2. Before purchasing this appliance, read important energy cost and efficiency information available from your retailer 3 03/13/2006 12 33 FAX 3604176944 VISION BUILDERS INC 2005/029 4 Physical data UNIT SIZE 50XZ 024 I 030 I 036 I 042 048 I 060 NOMINAL CAPACITY (ton) 2 I 2 -1/2 I 3 I 3 -1/2 4 I 5 OPERATING WEIGHT (lb) 350 I 350 I 373 I 440 I 463 I 499 COMPRESSOR Scroll REFRIGERANT (R -410A) Quantity (lb) 7.5 I 8.0 I 9.5 I 10.8 11.5 I 14.0 OD- AccuRaler@ Piston ID -TXV REFRIGERANT METERING DEVICE TXV TXV Orifice ID (In.) TXV TXV TXV TXV 0 038 Left 0 042 Left Orifice OD (in.) 2 @0 035 2 @0.035 2 @0,038 2 @0 038 0.046 Right 0.052 Right OUTDOOR COIL Rows- Fins/in, Face Area (sq ft) OUTDOOR FAN Nominal Cfm Diameter (in.) Motor Hp (Rpm) INDOOR COIL Rows- Fin Face Area (sq ft) STANDARD INDOOR BLOWER Nominal Airflow (Cfm) Size (In.) Motor (Hp) HIGH PRESSURE SWITCH (psis)) Cutout Reset (Auto.) 420 25 LOSS- OF- CHARGE/1 OW- PRESSURE SWITCH (Liquid Line) (psig) Cutout Reset (Auto.) 45 10 RETURN -AIR FILTERS (tn.)• Throwaway I 20 x 20 x 1 I 20 x 20 x 1 I 20x24x1 I 24x30x1 I 24 x 30 x 1 I 24 x 30 x 1 Required filter sizes shown are based on the larger of the ARI (Air Conditioning Refrigeration Institute) rated cooling airflow or the heating airflow velocity of 300 ft /minute for throwaway type or 450 ft/minute for high capacity type, Air filter pressure drop for non- standard filters must not exceed 0.08 in. wg. MODEL NO. Frequency (Hz) 125 250 500 1000 2000 4000 8000 OUTDOOR SOUND. OCTAVE BAND DATA DECIBELS (L w(A)) 024 58.8 63.5 67.2 66.9 63 7 58.3 50.0 2 -21 2 -21 2 -21 2 -21 2 -21 2 -21 12.3 12.0 13.6 15.4 17 4 19.3 2700 2700 2800 2800 3300 3300 22 22 22 22 22 22 1/8 (825) 1/8 (825) 1/8 (825) 1/8 (825) 1/4 (1100) 1/4 (1100) 3 -15 3 -15 4 -15 3 -15 4 -15 4 -15 3 7 3.7 3.7 4 7 4 7 5.7 800 1000 1100 1400 1450 1750 10x10 10x10 11 x 10 11 x 10 11 x 10 11 x 10 1/2 1/2 3/4 3/4 3/4 1 0 030 58.8 63.5 67.2 66.9 63.7 58.3 50.0 036 60.7 63.3 66.8 66.5 64.2 60.3 53.0 50XZ 610 t 15 20 5 US 042 56.7 62.8 67 8 67 4 63 7 57 7 50.8 048 62.4 69 9 71.3 73.4 70.0 66.3 60.1 060 63.5 67.6 71.8 75.5 71 0 68.1 59.9 03/13/2006 12 35 FAX 3604176944 6 COIL FILTER CAULK BOTTOM CORNER OF ECONOMIZER sinF VIEW ON EACH SIDE EVAPORATOR COIL COIL 0 0 1 BASE FLANGE ON BASE DFTAII TOP FILTER RACK FILTER FILTER RACK BEND FLANGE AT 90°-SCREW DIVIDER WITH 1-IN. SCREW ECONOMIZER 4s,-- ,.a/..//rZ ,.....4/. 7Z ,-t-g. Z?//r,-/ '-w/".<_./,:Z•itp"'- 4". 1.--'''' Y.. 7".' 1..... 4...;fri 4: 1 %,C; r0 r 4.7„....t.7"- _r- BOTTOM FILTER RACK VISION BUILDERS INC ECONOMIZER 1111 111111 RAINHOOD DQDR LATCH ANGLE 10 1/4" HINGED FILTER ACCESS DOOR INSTALL p FILTER ACCESS DOOR STICKER REPLACEMENT PANEL MANUAL OUTSIDE AIR HOOD DAMPER BLADE MANUAL OUTSIDE AIR DAMPER FILTER ACCESS DOOR (HORIZONTAL APPLICATION ONLY) DO NOT REMOVE FROM DOWNFLOW DISCHARGE. REPLACEMENT PANEL HOLE FOR ECONOMIZER WIRING HARNESS ALUMINUM FILTER 1010WHIMIRITT vlycluk,laJoifIL P„ t o RI 007/029 03/13/2006 12 35 FAX 3604176944 VISION BUILDERS INC Q008/029 Base unit dimensions- 50X2024 -036 lDbp 111.001 E0AP COIL 254 I 00 (10 I_- 546 0 (3 5S1 "11. 101 .0) r 70 5 (2 2B1 A RETURN COMO CCy RELVR ED CLEARANCES TO CONDUSTELE MARL 101 Of UNIT puti SIDE OF 001I.. SIDE OPPOSITE DUCTS 80T108 Of UNIT.' ELECTRIC N(A PANEL NEC. REUFD AR CLEARANCES 847WEEN UNITS, POWER ENTRY SIDE. UNIT ANO UNGROUNDED SURFACES. POUCH EN RI SIDE UNIT AND BLOCK OR CONCRETE WALLS AND OTHER GROUNDED SURFACES POWER ENTRY SIDE Tod S SER01(1 f (13 (11 7701 751 171 I LULL LO'3507 LD9A. OUTLET I9 0 1^.11: P. x 72 0 4 7117 DIV 831 0 00.121 LEFT SIDE VIEW UNIT 5050)(Z024 4 50)(2030 50XZ036 7 017107AL1 f OPTIONAL 8 II R£'URN I I 1 SUPPLY N N N AIfl f O Ark PENING ..P,9 Rn 101 Iul OPEN I N0 I ___-NIB t 1118 0 B 7 4Y 328 5 1.2 701 50X2 024 -036 Dimensions 1- 12 l 12.851 TOP VIEW 570 3 122.451 L.! II 58 1 ELECTRICAL CHARACTERISTICS 208/230 -1.60 208/230 -1 -60 208/230 -1.60, 208/230 -3 -60 254 I 110 001 SUPPLY B MILLIMETERS IINI 355.6 714 001 50.8 (2 001 355.6 (14 001 ,.12 1 10 501 914 1 136 001 MILLIMETERS IR) 1066 8 f42 (DI 914 0 36 001 1066 8 II) DOI 193.9 141 601 felt LDUY"A CGL A 1 (0MPRCSSO8 8101101 EL:CIRI HEAT 226.3 143 271 FRONT VIEW 4080 115 831 UNIT WEIGHT lb 1 kg 350 I 159 350 I 159 373 I 169.0 FULL LOUVER ca r -ar�o4 F- ma�za c.� co PSC{ SUPPLY DUCT OPENING REAR VIEW RE URN DUCT OPENING I 111 1 1f-I:1 I (4 63) 1 f---] 88 3 Il 481 558 5 (21 6 1 249,6 21919 (9 831 19 B3) II REOUREO CLEARANCE FOR OPERATION AND SFRYfCI88f WILLI0£f(85 (IN) DAP. (01L ACCESS IDC 911 0 136 001 POWER ENTRY SIDE 914 0 (36 001 EACCP7 FOR NCC R(OU/R(MENTSI 61111 TOP 914 0 (36 00) SIDE OPPOSITE DUCTS RIF 0 (36 001 DUCT PANEL 304 0 112 001 16111.71/14 DISTANCES I1 MT IS PLACED LESS MAN 301 8 (12.001 FROM WAIL STSTEM,THEN SYSTEM PERFORMANCE MAYO( (CMPRO1IS(D 4'62 110 77) UNIT HEIGHT in, [mm] A 39.02 [991 1) 39.02 [991 1] 41.02 [1041 9) FULL 30273 aaFa II- If 22 2 II Bel 01A. MOLL C0M1110L 3.1172.7 I i at i1 I a1 ii 4 T3. 1 1 ,7 i t POrER fNT1 DI RIGHT SIDE VIEW CENTER OF GRAVITY in. [mm] x I Y 1 Z. 1 20.0 [506.0) 1 19.3 [489.0) 1 17.6 [447.0) 1 20.0 [508.01 1 1 9 3 [489 011 1 7 6 (447.0) 1 20.0 [508.0) 1 14.0 [355.6] 1 13.0 [330.2] 7 03/13/2006 12 37 FAX 3604176944 Accessory dimensions ROOF CURB Flashing field supplied Roofing material field supplied Cant strip field supplied Screw r, peakt¢trt`ig (NOTE A) !I 'Gasketing outer flange ,VAC unit base 'Provided with roofcurb Wood nailer Roofcurb' Insulation (field supplied) Roof Curb for Small Cabinet Note A. When unit mounting screw is used, retainer bracket must also be used. UNIT SIZE 024 -036 042 -060 Duct vork field supplied Roof VISION BUILDERS INC Roof Curb Dimensions Side View ODS ORDER NO. CPRFCURB006A00 CPRFCURB007A00 CPRFCURB008A00 CPRFCURB009A00 Notes: 1 Roof curb must be set up for unit being installed. 2. Seal strip must be applied, as to unit being installed. 3. Dimensions in are in millimeters. 4. Roof curb is made of 16 -gage steel. 5. Table lists only the dimensions, per part number that have changed. 6. Attach ductwork to curb (flanges of duct rest on curb), 7 Insulated panels: 1 -in, thick fiberglass 1 lb. density. 8. Dimensions are in inches. 9 When unit mounting screw is used (Note A), a retainer bracket must be used as well. This bracket must also be used when required by code for hurricane or seismic conditions. This bracket is available through fvticrometi. Insulated deck pan HVAC unit base Scma (NOTE A) •Gasketing outer f% nge Flashing fie.d supplied Roofing material field supplied Cant strip geld supplied Gris itlfig tf ipti&ea jge? Wood nailer Roofcurb' Insulation (!raid sup 1 Duct :ork L field supplied Roof 'Provided Seth Roof Curb for Large Cabinet Note A. When unit mounting screw is used, retainer bracket must also be used. R/A S/A Gasket around, duct Gasket around outer edge ]010/029 C00076 I A I [mm] I In. [mm] I C D In. [mm] I In. [mm] I 8 [203] I 11 [279] 16-1/2 [419] I 28 -3/4 [730] I 14 (356] I 11 [279] 16-1/2 [419] I 28.3/4 [730] 1 8 [203] 16 -3/16 [411] 17 -3/8 [441] 140 -1/4 [1022] I 14 [356] 16 -3/16 [411] 17 3/8 [441] 1 40.1/4 [1022] 9 03/13/2006 12 37 FAX 3604176944 Y 1 50XZ Corner weights (in Pounds) Selection Pr cedure 1 0 I CORNER WEIGHTS (SMALL CABINET) Unit Total Weight Corner Weight 1 Corner Weight 2 Corner Weight 3 Corner Weight 4 024 350 70 54 84 141 v 1 030 350 70 54 84 141 036 373 75 58 90 150 Determine cooling and heating requirements at design conditions. Given Required Cooling Capacity (TC) Sensible Heat Capacity (SEIC) Required Heating Capacity Condenser Entering Air Temperature Indoor Air Temperature Evaporator Air Quantity External Static Pressure Electrical Characteristics 34 500 Btuh 26,000 Btuh 36,000 13 tuh 95 F 80 °F edb, 67 °F ewb 1225 cfm 0.200 in. wg 230 -1 -60 II Select unit based on required cooling capacity Enter Net Cooling Capacities table at condenser entering temperature of 95 °F The 036 unit at 1225 cfm and 67 °F ewb (entering wet bulb) will provide a total capacity of 36,500 Btuh and a SEC of 27,600 Btuh. Calculate SIIC correction, if required. using Note 4 under Cooling Capacities tables. III Select electric heat. Enter the 036 unit Heating Extended Performance table at 1225 cfm. At 70 °F return indoor air and 20 °F air entering outdoor coil the integrated heating capacity is 20 300 Btuh. (Select integrated heating capacity value since deductions for outdoor -coil frost and defrosting have already been made. No correction is required.) The required heating capacity is 36 000 Bath, Therefore at least 15 700 Btuh additional electric heat is required Determine additional electric heat capacity in kW 15,700 Btuh 4 6 kW of heat required 3414 Btuh /kW VISION BUILDERS INC x 2 3 C00071 CORNER WEIGHTS (LARGE CABINET) Unit Total Weight Corner Weight 1 Corner Weight 2 Corner Weight 3 Corner Weight 4 042 440 88 68 106 177 048 060 463 499 98 107 61 70 127 136 177 166 Enter the Electric Heater table on page 5 for 208:230 b single -phase unit, The 5 -kW heater at 240v most closely satisfies the heating required. To calculate kW at 230v multiply the heater kW by multiplication factor 0.92 found in the Multiplication Factors table on page 17 5kWx0.92 =46kW 4.6 kW x 3414 Btuh /k\V 15 704 Btuh Total unit heating capacity is 36 004 Btuh (20 300 15 704) IV Determine fan speed and power requirements at design conditions. Before entering the air delivery tables, calculate the total static pressure required. From the given Filter Pressure Drop Table, Electrical Heat Pressure Drop table, and the Wet Coil Pressure Drop table, find External static pressure 0.200 in. wg Wet Coil Pressure Drop 0 032 in. ivg Filter 0 130 in. wg Electric Heaters 0.000 in w g Total static pressure 0 362 in uvg. Enter the table for Dry Coil Air Delivery A t 0.362 in. wg external static pressure and NOM speed PIN selection, the motor delivers 1235 efn1 V Select unit that corresponds to power source available. The Electrical Data table shows that the unit is designed to operate at 208/230 -1 -60. Z 011/029 03/13/2006 12 46 FAX 3604176944 ?0 Typical piping and wiring ROOF MOUNTING CURB VISION BUILDERS INC ROOF RETURN AIR e F DUCT -sue CEILING SUPPLY -AIR FLEXIBLE DUCT CONCENTRIC DIFFUSER BOX (FIELD- SUPPLIED) TOP COVER ii A 4 it RETURN U AIR C00023 INDOOR THERMOSTAT j FROM POWER w SOURCE DISCONNECT PER NEC' `NEC NATIONAL ELECTRICAL CODE C00063 UO21/029 1 TECHNICAL Permit 0( Address go9 Pie_oct Lanto_ Project description y-� A5e+'n J Date the permit was finaled I o i z Number of technical pages D <1•?3ii�4 ti?' 5808 0 0044) )12 L_.. .:`:'15808 CTRL Panel 1 :::%4MeNf: 1 Addrsbl SLC Devices :::5860: ?I LCD Remote Annunc 1 Serial/Parallel Module 1: 549k I Power Expander .8 4:. LED Annunciator -(4G) LED Annunciator (3G) 880.: '1 LED Driver Module 1:. Other Other S1 -O.ucc Duct Hsg w /Relay ::Relay Module (``Siiiii#O<t# 1'::1Notification Appl Circuit 14 #2 Notification Appl Circuit tibM 1 /C1 Notification Appl Circuit {#sC?t <1 {ti4INotification Appl Circuit IC>rsiNlaii Alatjtj:.. >T p 1'.:I 0.206 0.356. 12 0"007 0'007 1 0.000' .1' 0.000 1 0.000: 0. 0.000 0.000 `I 0.000 0.000. 1 0.000 '0.000 I .0000 0.000 .1. j 046 o.000 1:_ : 1 (400 1 0.000 .1 0.000: I. 0.000 0.000 1 0:0.00 0.000 I: 0.938 1#14 Soli d .0 .000 I 0.938 1 #14 Solid 0.000 .1 6938 :I #14 Solid 0.402: 1 #14 Solid L Aux r of NAC's Used 1 0.000 I 0 "000 1 3 5 79 T tandb� Genf i 10,2 3 I Tp al Afacrn filar $Ot 4Atlt€�: otal:5ta i by AH 3 eouired' '.'6';1:0 d Totel::Ala Af4 Reo fired Iota CombinedA14:1 equlredI... 54():: Mtittit v;:By:;: f C Circuits Mii3iirtu€ ii:: �atfeElti !itrit3�oti!'s::l�areltnte�t:1` 8 onfigure :[Name`IHeckman Condo Project epated: yi'IMike Shirley ::00 13/1 /2007 8 Add )re:Alar >antr i Panel #1 Note. A value msut be entered if oil have selected an NAC circuits as AUX Power i t$ak1@10 iGE'ent stan cl ijt::Hours' I 24 Nan MIMI 5 rating: Faeti r'': 1.2 1 1.0 200 :,fi't( 1 '.1:......46 A6 1 4.63% 200 1 :.E: ::.:..,1 j0€5:; 4:63%. 200 1 :1 01:.. :49,45::.. 4.63% 200 I #f ::1`: :..19 95< 1.99% 153V1ins :I Command Shortcuts Print Page Addressable Photoelectric Type Smoke Detector Detect smoldering fires quickly and get help fast with IntelliKnight® photoelectric smoke detectors IntelliKnight addressable photoelectric smoke detectors are the clear choice for commercial settings where smoldering fires are a threat. In addition to accurately detecting a smoldering fire, each SD505 -APS photoelectric detector has a unique address, which is recognized by the IntelliKnight panel No precious seconds are wasted in determining location of an alarm The SD505 -APS compensates automatically for contamination in the environment. And detector testing is simple —even from a remote site. Like other IntelliKnight detector models, the SD505 =APS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base Model SD505 -6AB allowing complete application and placement flexibility Combine all this with the features you've come to expect from Silent Knight smoke detectors —easy installation stable operation, RF /transient protection and vandal- resistant locking —and it adds up to a flexible solution for all your fire protection needs Model SD505 -APS Analog Addressable Photoelectric Type Smoke Detector The SD505 -APS is particularly suited to detecting dense smoke typical of fires involving materials such as soft furnishings, plastic, foam or other similar materials which tend to smolder and produce large visible particles The detector features automatic compensation for contamination and a simple detector calibration test procedure that can be run from the panel or remotely (using the WindowsTM based downloading software) Operation The SD505 -APS units made up of an LED light source and a silicon photo diode receiving element. In a normal standby condition, the receiving element receives no light from the pulsing light source In the event or fire smoke enters the detector and light is reflected from the smoke particles to the receiving element. The Tight received is converted into an electronic signal Under normal conditions, the status LED blinks approximately every 15 seconds, indicating that the head is communicating with the loop The LED lights continuously during the alarm period Features Low profile 2 inches, including base Simple and reliable addressing without mechanical switches Automatic compensation for sensor contamination Built in fire test feature Simple detector calibration testing through the control panel or remotely through a WindowsTM based computer software Vandal resistance locking features Field cleanable UL listed, meets NFPA 72 Ch 7 requirements CSFM approved MEA approved FM Approved SD505 -APS Smoke Detector Specifications Operating Voltage. 17-41 VDC Current Consumption. Standby .55 mA Alarm: .55 mA 1 by Hob eyweA Ambient Temperature. 32 °F to 120 °F (0 °C to 49 °C) Mounting 4 Square, 4 OCT Single gang mud ring Relative Humidity 85% noncondensing Air Velocity* 0 300 FPM Compatible Bases. SD505 -6AB (Sold Separately) (6' Base) SD505 -4AB (4 Base) 511_ F.NT KNIGHT HT Model SD505 -APS Addressable Photoelectric Type Smoke Detector Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable photoelectric smoke detector Silent Knight SD505 -APS The combination detector head, and twist -lock base, shall be UL® listed compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with Silent Knight SD505 -AIS Ionization Smoke Detector or SD505- AHS Heat Detector Base shall be the appropriate twist -lock base SD505 -6AB The smoke detector shall have a flashing status LED for visual supervision When the detector is actuated, the flashing LED will latch on steady The detector may be reset by actuating the control panel reset switch The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus The vandal- resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SD505 -APS shall automatically perform a functional test of the detector The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits Diameter x 5- 15,16' t. ;i�!; iC iT Model SD505 -6AB Detector Base (front view) 'III. T'NT KNIGHT Diameter 3- 5116' Model SD505 -APS Detector Head (front view) This document is not intended to be used for installation purposes We try to keep our product information up-to -date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice For more information, contact Silent Knight 7550 Meridian Circle Suite 100 Maple Grove, Mn 55369 -4927 Phone. (800) 328 -0103, Fax: (763) 493 -6475. a Height 2 inches including base MADE IN AMERICA FORM# 350225 Rev C, 05/05 Copyright 2005 Silent Knight IntelliKnight heat detectors are an essential component in virtually any IntelliKnight installation The IntelliKnight panel recognizes each detector by its specific address, so precious seconds are not wasted in determining location of an alarm. Like other IntelliKnight detector models, the SD505 -AHS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD5O5 -6AB allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight detectors —easy installation stable operation RF /transient protection and vandal- resistant locking —and it adds up to a flexible solution for all your fire protection needs. Model SD505 -AHS Addressable Heat Detector The SD505 -AHS is a heat detector suited to virtually any commercial setting. The SD505 -AHS is an absolute temperature device This means that it responds in alarm if the temperature goes above the trip point (programmed at the panel) The SD505 -AHS provides accurate temperature measurement data to the fire alarm control panel. This heat detector is particularly suited to environments where smoke detectors cannot be used because of the presence of steam or cooking fumes, such as in a kitchen Operation The SD505 -AHS unit is made up of an externally mounted thermistor with a specially designed cover that protects the thermistor while allowing maximum air flow The thermistor reads the temperature from the air it takes in It then transmits a signal representing the temperature to the IntelliKnight panel IntelliKnight® addressable heat detectors combine accurate heat detection with pin -point location ID An essential combination for any installation If the temperature exceeds the trip point (programmed at the panel), an alarm occurs. The status LED lights continuously during the alarm period Under normal conditions, the status LED blinks approximately every 15 seconds, indicating that the head is communicating with the loop. Features Low profile, 2 inches, including base Absolute temperature device Simple and reliable addressing Uses digital communication protocol The SD5O5 -AHS is UL Listed and meets the requirements outlined in NFPA 72 Inspection Testing and Maintenance Chapter 7 CFSM listed MEA listed FM approved Addressable Heat Detector P SILENT KNIGHT N. (;HT tip 1' ofw:: ‘N di Ambient Temperature: Mounting Rated Spacing: Compatible Bases: (Sold Separately) SD5O5 -AHS Heat Detector Specifications Operating Voltage 17 to 41 VDC Current Consumption. Standby. .55 mA Alarm. .55 mA Detection Temperature Range: 135 °F to 150 °F (57 °C TO 65`C) 32 9 F to 120 9 F (0 to 49 9 C) 4 SOR, 4' OCT Single gang mud ring 70' between sensors on smooth ceilings. SD505 -6AB (6' Base) SD505 -4AB (4 Base) Model SD505 -AHS Addressable Heat Detector Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable heat detector Silent Knight SD505 -AHS The combination detector head and twist -lock base shall be UL® listed compatible with Silent Knight's IntelliKnight fire alarm control panels. The base shall permit direct interchange with Silent SD505 -APS Photoelectric Smoke Detector or SD505 -AIS Ionization Smoke Detector Base shall be the appropriate twist -lock base SD505 -6AB The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady at full brilliance The detector may be reset by actuating the control panel reset switch The vandal- resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field removable when not required Voltage and RF /transient suppression techniques shall be employed to minimize false alarm potential. Model SD505 -6AB Detector Base (Front View) b' 0 ...:6 '3. ;4- 7 r 7 1 f t N This document is not intended to be used for installation purposes. We try to keep our product information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 7550 Meridian Circle Suite 100 Maple Grove, Mn 55369 -4927 Phone (800) 328 -0103, Fax: (763) 493 -6475 .4 t- ett it :ie 7 inch 'li ba: Model SD505 -AHS Detector Head (Front View) MADE IN AMERICA FORM# 350229 Rev B 05105 Copyright 2005 Silent Knight IntelliKnight's addressable contact monitor modules combine fast response with pinpoint location ID A combination that saves lives and property The SD500 -AIM and SD500 -MIM are addressable input modules for use with Silent Knight IntelliKnight fire alarm control panels (FACP) The SD500 -AIM and SD500 -MIM are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices The SD500 -AIM addressable input module mounts to a 4 square box. The SD500 -MIM mini input module fits inside a single gang box The modules are supervised single input contact monitors. Using an EOL resister they monitor for alarm contact closures and for open circuit wiring fault conditions The SD500 -AIM and SD500 -MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation —a flexible solution for all your fire protection needs. For more information about the IntelliKnight system or to locate your nearest source please call 1- 800 -446 -6444 or in Minnesota call 763 -493 -6435 Description The SD500 -AIM and SD500 -MIM are addressable input modules for use with the tntelliknight fire alarm control panels (FACPs). The SD500 -AIM addressable input module mounts to a 4 square box. The SD500 -MIM mini input module fits inside a single gang box. Both input modules are designed to be used with pull stations, water flow switches, and other applications requiring dry contact alarm initiation devices These modules are supervised, single input contact monitors. Using an EOL resistor they monitor for alarm contact closures and for open circuit wiring fault conditions. If a fault occurs in the wiring the module alerts the FACP Each addressable input module is programmed with a unique signal line circuit (SLC) loop address. Features Single contact monitor Support for Class A (Style 6 Style 7) or Class B (Style 4) wiring Attractive ivory cover plate with the S D500 -AI M Small and lightweight size allows for flexible mounting options with the SD500 -MIM DIP switch programmable for fast installation SD500 -AIM SD- 500 -MIM Addressable Input Modules Up to 2500 ft wiring distance from either input module to contact Use up to 14 gauge wire UL listed Electrical Specifications Standby Current: 0 55 mA Alarm Current: 23 mA max for one device, 46 mA max for two devices, 0.55 mA for each additional device Line Resistance 500 max Mechanical Specifications SD500 -AIM Physical Description Dimensions. 4.9' Wx49' Hx1 D (12.4Wx 12.4Hx2.5Dcm) Weight: 3.6 oz (120.1 g) Color Ivory cover plate SD500 -MIM Physical Description Dimensions: 1.5' W x 2.5' H x 0.7' D (3.8 W x 6.4 H x 1.8 D cm) Weight: 1.6 oz (45.4 g) Environmental Operating Temperature. 32 °F 120 °F (0 °C 49 °C) Humidity 10% 93% non condensing SD500 -AIM S0500-MIM SILENT KN Gif.t 1 itney Approvals NFPA 71 NFPA 72 UL 864 CSFM 7300 -0559 132 MEA 429 -92 -E Vol IX FM Approved for use with the 5820XL SD500 -AIM SD500 -MIM Addressable Input Modules Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable input modules Silent Knight SD500 -AIM or SD500 -MIM The modules shall be UL listed and compatible with Silent Knight's IntelliKnight FACPs The SD500 -MIM shall fit inside a single gang electrical box. The SD500 -AIM shall be supplied with a plastic cover and shall be suitable for mounting to a 4 square or double gang electrical box. The SD500 -AIM addressable input module must provide a monitor LED that is visible from outside the cover plate Compatibility IntelliKnight 5820 FACP IntelliKnight 5808 FACP IntelliKnight 5700 FACP SILEN1 K vf2.A. y Ordering Information SD500 -AIM Input Module Addressable input module with ivory cover plate. SD500 -MIM Mini Input Module Addressable mini input module This document is not intended to be used for installation purposes. We try to keep our product information up -to -date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice For more information, contact Silent Knight 7550 Meridian Circle Suite 100 Maple Grove Mn 55369 -4927 Phone (800) 328 -0103, Fax: (763) 493 -6475 a MADE IN AMERICA FORM 350231 Rev.C, 05/06 Copyright 2006 Silent Knight The convenience of an addressable fire alarm control panel in a cost effective easy to use package IntelliKnight Model 5808 is a 127 point class leading single loop addressable fire alarm control /communicator system 5808 provides you with the revolutionary value and performance of addressable sensing technology combined with exclusive built -in digital communication distributed intelligent power easy to use interface Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system or to locate your nearest source please call 1- 800 -446 -6444 or in Minnesota, call 763 493 -6435 Description 5808 performs drift compensation and calibration checks on each of the sensors in the system The basic 5808 system can be enhanced by adding modules such as 5860 remote annunciator 5824 serial /parallel printer interface module (for printing system reports), and 5496 intelligent power module. 5808 also features a powerful built -in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. Features Up to 127 addressable points Up to 125 zones and 125 output groups Uses standard wire —no shielded or twisted pair required Built -in digital communicator Central station reporting by point or by zone Supports Class B (Style 4) and Class A (Style 6 or 7) configuration for SLC Distributed, intelligent power Drift compensation 13 pre programmed output cadences, (including ANSI 3.41), and 4 programmable outputs Notification circuits can be configured as 2 Class A (Style Z) or 4 Class B (Style Y), or auxiliary power for resettable, constant, or door holder power Built -in annunciator with 80- character LCD display RS-485 bus provides communication to system accessories Built -in RS -232 and USB interface for programming via a PC Upload or download programming event history or detector status via remote or direct connection Improvements in SKSS deliver five times faster upload /downloads IntelliKnight® 5808 Single Loop Addressable Fire Alarm Control System Built -in synchronization for appliances from AMSECO Gentex® Faraday, System Sensor® and Wheelock® One Form C trouble relay rated at 2.5A at 27 4 VDC and two Form C programmable relays rated at 2.5A at 27 4 VDC Programmable date setting for Daylight Saving Time Plex 2 door option combines a dead front cabinet door with a clear window limiting access to the panel while providing single button operation of the reset and silence functions Electrical Specifications Primary AC. 120 VRMS at 50/60 Hz, 2.75A Total Accessory Load 6A 27 4 VDC Notification Power 6A 27 4 VDC, power limited Standby Current: 170 mA Alarm Current: 325 mA Notification Auxiliary Circuits: 3A 27 4 VDC per circuit, power limited Battery Charging Capacity 7 0 -35 0 AH Battery Size 18 AH max. allowed in FACP Larger capacity batteries can be housed in an RBB accessory cabinet Mechanical Specifications Flush Mount Dimensions. 14.5' W x 24 75' H x 3.5' D (36.8 W x 62.9 H x 8.73 D cm) Overall Dimensions: 16' W x 26.4 Hx4.65' D (40 6 W x 67 H x 11.8 D cm) Weight: 28 lbs. (12.8 kg) Color Red Telephone Requirements. Model 5808 FCC Part 15 and Part 68 approved Type of Jack: RJ31X (two required) Approvals NFPA 13, NFPA 15, NFPA 16 NFPA 70, NFPA 72: Central Station; Remote Signalling; Local Protective Signalling Systems, Auxiliary Protected Premises Unit; Water Deluge Releasing Service. Suitable for automatic, manual waterflow sprinkler supervisory (DACT non coded) signalling services. Other Approvals. UL Listed, CSFM 7170 -0559: 142, MEA 429 -92 -E Vol. XIV KNIGHT Sr Honeywell SLC Detectors SD505 -APS Addressable photoelectric smoke detector SD505 AIS Addressable ionization smoke detector SD505 AHS Absolute temperature heat detector that goes into alarm immediately if the temperature exceeds the programmable trip point. Trip point range from 135 F 150 °F(0 °C -37 °C) SD505 6AB Six inch base for use with detector heads SD505 -APS SD505 -AIS and SD505 -AHS S0505 Four inch base for use with detector heads SD505 -APS SD505 -AIS and SD505 -AHS SD505 6S13 Six -inch sounder base for use with existing sensor and base. Operates in single and multi- station modes and /or as a system sounder Requires 2 additional wires for power SD505 61B Short circuit isolator base for SD505 -APS SD505 -AIS and SD505 -AHS detectors. SD505 6RB Six -inch relay base for use with existing sensor and base Provides one Form.0 contact. SD505 ADH Duct housing that detects smoke in HVAC ducts. SD505 ADHR Duct detector base with relay Provides Form C alarm contact. For use with SD505 -APS and SD505 -AIS sensors. Compatible with SD505 -DTS remote test switch. SD500 PS /SD500 PSDA SD500 -PS is a single action pull station and SD500 -PSDA is a dual action pull station. •t SILENT KNIGHT SLC Modules Model SD500 -AIM Dry contact input module for use with normally open dry contacts. It features an indicator LED to show alarm status. S0500 Mini dry contact input module is a small version of the SD500 -AIM. For use with pull stations and other normally open dry contact inputs. SD500 ANM Addressable notification module providing a single Class A or Class B notification circuit on the SLC SD500 ARM Addressable relay module that features two Form C output relays. Provides indicator LED to show output status. SD500 SDM Two -wire detector input module. Allows for the connection of conventional 2 -wire detectors on the SLC loop. Requires two additional wires for power SD500 LIM A.short circuit isolator module for SLC devices. When a short occurs on the SLC loop, it is detected as a trouble, but all SLC devices protected by the isolator module continue to operate. SD500 LED An LED driver capable of driving 80 LEDs through the SLC loop Up to 40 SD500 -LEDs can be used per system. S -BUS Accessories 5860/R Remote Fire Annunciator Features the same 80 character backlit LCD display keypad and firefighter's key switch as the 5808. 5860 is gray and 5860R is red. 5496 Intelligent Power Module A 6 amp notification power expander that provides four additional power limited notification appliance circuit outputs. This document is not intended to be used for installation purposes. We try to keep our product information up -to -date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice For more information, contact Silent Knight 7550 Meridian Circle Suite 100, Maple Grove Mn 55369 -4927 Phone (800) 328 -0103 Fax: (763) 493 -6475 IntelliKnight JumpStart are Registered Trademarks of Silent Knight Flexput is a Trademark of Silent Knight 5880 LED/I0 Module Features 40 LED outputs, 8 normally open dry contact inputs and one piezo output. 5865 -3 and 5865 -4 Remote LED Annunciator Features 30 programmable LED (15 red and 15 yellow) outputs and a piezo sounder The 5865 -4 adds a silence and reset switch to the package. 5883 Relay Board Features 10 general purpose Form C relays. Used with 5880 module. 5824 Serial /Parallel Printer Interface Module Provides one parallel and one RS -232 serial port for connecting a printer to 5808 Use to print a real -time log of system events, detector status reports, and event history. Miscellaneous Accessories 5660 Silent Knight Software Suite PC -base software for FACP programming. Upload and view panel account information event history and detector status. 5670 Silent Knight Software Suite End -user facility management software allows viewing of detector status and event history via modem or direct connection. Plex 2 Door Dead front cabinet door with clear window to limit access to the FACP RBB Remote Battery Box Accessory Cabinet. Use if backup batteries are too large to fit into FACP cabinet. Dimensions: 16' W x 10' H x 6' D (406 mm W x 254 mm H x 152 mm D) SD505 DTS Remote test switch that provides remote key operated test function and annunciation of detector alarm with SD505 -ADHR. V7 4 4AMM 5496 MADE IN AMERICA FORM# 350386 Rev D 04/06 Copyright 2006 Silent Knight