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2003, 09-29 Permit: BLD-03-02608 Reroof, Trusses . 0,,/."'Walley RESIDENTIAL ADDITION/REMODEL PERMIT 11707 E. Sprague Ave., Suite 106 Spokane Valley,WA 99206 Permit#: BLD-03-02608 Job Address: 13209 E 11TH AVE Applied: 09/29/2003 SPOKANE WA 99216-0664 Issued: 09/29/2003 Description: INSTALL NEW ROOF TRUSSES AND REROOF GARAGE AND CARPORT Expires: 03/27/2004 (OWNER IS CONTRACTOR) Subdivision: Lot: Blk: Parcel No: 45224.1114 Zoning: Owner: SWANSON, CYNTHIA Applicant: SWANSON, CYNTHIA Phone: (509)926-5037 Address: 13209E 11TH AVE SPOKANE,WA 99216-0664 Contractor: Phone: Address: Lic No: General Information: Fees: VALUATION 6000 BASIC PERMIT FEE 125.25 REROOF Y WSBCC SURCHARGE 4.50 SERVED BY SEPTIC SYSTEM no Total Calculated: 129.75 WELLS LOCATED ON PROPERTY no Deposits/Receipts: 129.75 Total Due: 0.00 Conditions of MUST MEET REQUIRED MINIMUM CLEARANCE OF 2 INCHES FROM MASONRY CHIMNEY TO COMBUSTIBLES. Approval: Disclaimer: The permitee verifies,acknowledges and agrees by their signature that: 1)If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3)The signatory is the property owner or has permission to represent the property owner in this transaction. 4)All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances. Ownership of resulting development rights granted by any issued permit inure to the property owner. Print Name Signature Date Staff Initials THIS IS NOT A RECEIPT r • Sp01°"\laralfta okane (i.000 Valley 11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206 509.688.0035 ♦ Fax: 509.688.0037♦ cityhall®spokanevalley.org Cynthia Swanson 13209 E. 11th Ave. Spokane Valley, WA 99216 Date:November 27, 2006 Re: Final Inspections for Re-roof Dear Mrs. Swanson, Our records indicate that Permit#Bld-03-02608 had expired in August of 2004 due to inactivity. The inspection log shows no inspections conducted for 13209 E. 11t for the above mentioned permit. It was indicated to me that you had in your possession at one time an inspection card from the Building Inspector,but now it is not in your possession. Unfortunately,the Building Inspector that performed the inspection is no longer with our organization and did not leave his log book for our records. Also during this time, there were many program changes going on with our computer network and permitting programs which resulted in a few cases where documentation had been lost. I empathize with your dilemma,the best we could do is offer an on-site safety inspection and hopefully get a visual on the supporting members to clarify it meets minimum code requirements. This would be contingent on being able to access the attic space for inspection. If this is acceptable,please give our office a call to obtain a Safety Inspection Permit for$60.00 and we will send an inspector out to look at the project. This will give you documentation that you can utilize showing the construction meets minimum code requirements. If access is not possible,please give me a call and we will have to see what other options are available to resolve this issue. If I can be of any further assistance or should you require more clarification,please do not hesitate to call me at 509-688-0051. S3ce , Nik B ntley Acting Building Official nbentleyn spokanevalley.org re — ,,,, 6,,. ._ „_,_,.,,,,,„.., ii.,,,,,-----2, ----) \,,,,,),3 _ ,,,,,,,,, _ ,,,) ,,,L , „,, ) .........________. _, ....... ( ,..4. 2 . 03 1 rl Permits._. _ ____-- ,,_-,17.-,-11x1 File Edit aecord Navigate Fgrm Reports.For u0 Lab grid p Main 1 Routig status 1 Cgntractorc 1 ach1Ens I Parcel'I cuttom Fiakdc Fees {Fees -- Ijistory 1 conation:!Sit Panrits v_alu tl NcusMmer Re urs' Attac#�rnerrts perrni n'BLD-03 02608 Address 113209E 11 TH AVE SPOKANE WA 992160864 '' Perm[Type RESIDENTIAL ADDITION/RE MO 1 Group Adtr1 I Ad�,ne3or , 1 Hoare 1 coeCode f1 'Permit Counter :'Routed _ 12 'Building 'Routed 13 (Planning (Rou ed 1 Engineering -- [Routed 15�IFee District - - - - 'Routed t�o; (Spokane Regional Health Dis 'Routed t' [Sewer Routed ' 18 'other Review 'Routed �4 'Permit Counter I-Routed -. 1111.1.6.__.. Pending 100101 ---- SETBACKS I- 110 100102 'FOOTINGS 1 r . 110 100103 'REINFORCEMENTS - r 1 110 100104... 'BOND BEAMS t_ r 1 10 100105 'ROOFDECK 1. r I 1"10 100107._...__.FRAMING r r _..... 110 '00108 'INSULATION 1 r 1 110 100110 IFIREFLACEICHIMNEY 1 ': I - ': 10 100111 'EXTERIOR FINISH _-- I W r I 110 100112 [DRYWALL/FIREWALL r I {� ' .110 . 100113 'SITE DRAINAGE"208". ( r Lw._ `e, .110 100116 ISPECIAL PROVISIONB 1 - r I 110 100117 'HYDRANTS/STANDPIPES I --- -.. r 1q -- ' 110 [00119 -_- "GENERAL INFORMATION ' - r g1 .110 00120 'GLAZING 1.._ r.. i ,. 110 100129 'ACTIVE RADON 1 - - r ! ;. v. 110 100130 ---- ISUBSLAB PASSIVE SYSTEM 1 r I a. 10 199999 'FINAL 1 r_' I 1111111 Group Title!Building Inspections Group Status IPendmg ; - Record:6 oL 30 Monday,Nov 27,2006 11:46 AM �I Permits 1._ _11611X1 EleEdo Record navigate Form Reports Format lab tkb 7, �x >.a ,1 .:n ,o-_ 11 a ..i = A 3ur0 9t " � . ■ � f� Mai) I Rang Status l Cgntractors Ncty rg P l Custom Fpkls're. s Fee S R• (istar I )Scd Permts v_ak,at an t Reguest,�Altact a ergs I Pere Teimiimilmisai ype - Paean#,BLD-03-02608 Address 1132O9E 11TH AVE 1 -9 AptlSute� COSPDKANE StatejWA p 99216-0664 _! Master Pan*I _ .. poutngQueue accbld... . AppiedjO9/2912003 Protect Status(issued Approved 09/29/2003 De scription1 i sINSTALL NEW ROOF TRUSSES AND REROOF GARAGE AND CARPORT Issued 109/29/2003 (OWNER IS CONTRACTOR) --- ' Fhell J Sulmtittedi Clock unknow Days 0 Expiee 03/27/2004 ri Own ._ _ _, ._.. _ Lasert Nam.'SWANSON,CYNTHIA j FeatName I 13209E 11THAVE PhoneISo9J 926-5037 SPOKANE WA 99216-0664 J✓OwnerlsAppicant? 'AppicN Name!SWANSON,CYNTHIA 2 FistameI 13209 E 11TH AVE phone(509)926-5037 Curt#:000403 -" - SPOKANE WA 99216-0664 Lend __. ..... _ .__.. _._...._ . laerst Name 1 :_„I Fist Name, ; Phone I ,'. Recd:8 of 3OuLL Monday,Nov 27,2006 11:46 AM 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 03 September 26,2003 The City of Spokane Valley Attn: Building Permits Inspector Kevin Myre 11707 E. Sprague Ave. Spokane Valley,WA 99206 Dear Mr.Myre: I am applying for a building permit for my home located at 13209 E. 11t Avenue. The work to be completed there will consist of building a new pitched roof on top of an existing flat roof. Scissor trusses of 6/12 will be used and placed on top of a new plate of 2x6's,which will be anchored in place to the existing plates. I have included the truss specs from Valley Best-Way for your information. The flat roof will remain intact. We plan to use 2x4's to string the trusses together. We'll also plan to cover the trusses with plywood/OSB. At this time,we don't anticipate adding any additional insulation to the roof. The existing chimney will be extended in order to clear the new roof. In addition, the existing garage and carport will be roofed in the same way. A metal roof has been chosen to complete the project. We plan to do all the work ourselves, with the help of my brother-in-law,Ken Stewart and two of his construction co-workers, Mike and Kevin Rogers. They will be flying down from Alaska next week. The trusses are set to anrive on Monday, October 6th. We plan to have the chimney and plates in place before they arrive. Please contact me at 926-5037(home) or 359-6590 (work) if any additional information is required. Thank you. Sincerely, Cynthia Swanson P.O.Box 293 Cheney, WA 99004 SFP 77 7GIP7 14:77 R93S96153 PAGE.03 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 04 —_ 09/26/03 12:56 '&928 0659 VALLEY,DEST 9 SP f1001 25-6-0my c4 F_____.. _ Al • 1 N m �,. _. _...,�__..4 «i........ � _._.. ..._..--- -- N n O IDr _.__.I O CD _2 m —--- - r• f, • A3 i • coo i I w 1 o I: rAta ..__•- ....•=—. _._..... .. } t " ' If . 1 i j r i. .... .i ii [T . T .N : i '1. tn fD p \; f t ✓ a 4 1 y ,:I S N- w ¢..Va i li i t. i n\\ii �.'. A 7. G2zOp OO2 e ° '•1 • c)88 U ! `i E J it o c, –al 9513 nj 1. N II :; j 1 li � . y t 1 m �` O •�•i j ; I •_i I ii , u m —S1 W i. i. I: �I , N F 6 y 1.czi � c 6 co w - 9 I t i. " 1 ii,, 1; s rc G g y1 ..�:. r i '' tl .rq•;p p..,..5 � i .,._• ...,,.:,i:, ._. lles i. I ,..'I .., ...._ — ._...Ii. Z L Ij SEP 23 2003 14:32 5093596153 PAGE.04 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 05 09/26/03 12:57 $928 0659 VALLEY BEST W SP 2002 , Job mark Quan Type Span P1-U]. Left OH Right OH Earinr4:rin t9439 Al 1 scis 250600 6 2- 0- 0 2- 0- 0 SWANSON/TB - D o 14 - 5 - 0 4 x15 D 0 l 4 -5- 0 11 O 4 - 3 B o 4 -3 1 H B 4 HH 4 * 2 28 + 2x13 �\ 4 2x:3 T C y 2 x13 • i0s 4 9 e 5 x 9 T c.1451."..,...--1 I W 1' _I \..._� S X.T SP65 N2 0 J 4 I i;�`...• NDPL 6 - 8 - 11 • 2x1! + 2et1! 3 -0 - 1 4 0 �w a 2 " I N) 6x'1 8 -"� TC L • 2X23 • 2x:3 T �- TCL 3Y ! /-� FaC • 2K3 t2R:3 BCR "� ",,,ti„- 3x:6 -I / A�' �"�"y 2 xiA M V 2 ftia x /,/� 2 xl J! . 2x:3 • 2 X13 • 2x18 ,Pi 2 v I `� * 2x13 • 3X13 NI Cog w 3 5 0 S 8 : 1 1 4 _ 8 : 1 3 6 0 V : 1 9 2 U : 1 3 0 E E 6 - 7 - 9 1 2 - 9 - 0 1 8 - l 0 - 7 25 . 6 - 0 2 - 0 0 T C 2 -Q 0 6-1 - 9 6 - 1 - 7 G -1 - 7 7 Ti 0 -7 - 9 6 - 1 - 7 I- --A -1 - 7 L4 6 - 7 - 9 1 2- 9 -0 18 . 10 - 7 3 1 - 0 50 25 - 6 .0---- .. ± -34 ALL PLAT18 ARE 100120 S4214:0,328"-1' 9ebbins taglnmorino. Enc./00110q Piue•' APPROX. TRUSS WEICMT3 144.9 LMS Online P1no -• Version 14.0.003 LOAD CASE 82 2X33 PROM RIONT MMNBR CSI P(LBB) USIET =GED AM BAST: 9-11.03' LURBER STRESS INCREASE: 33.34 A-P 4.77 3226 T 2373 455 PLATE 9TREef INenRasX: 33.3% P-D 0.60 3242 T -859 -bas CCI 642E LUMBER 1.15FB LOADING LIVE DEAD (PSP) 0-H 0.40 3242 7' 065 655 TOP 0-69 2X 4 if/lOP15 2070 TOP CNW 36.0 7.0 8-C 0.77 3226 T -665 -2373 NTH 0.77 2X 4 1B/19P16 7070 ATM CSD 0.0 10.0 16226 NMC` 0.66 3X 4 DPL-SND 885 TOTAL 30.0 17.0 47.0 P-0 - 124 T a-D . 082 C REPETITIVE MEMBER INCPBA0801: xXCX:PTIONS: • D-1 • 1781 T D-N = 002 C r8 15.0% PT 0.0% PC 0.0% A-B -12.734 7.0 B-N - 121 T B-0 -6.201 7.0 LATERAL BRACING: SUPPORT CRITERIA DL.LL REEL - 0.630 IN B-H TOP CHORD - CONTINUOUS JT TYPE =AZ VERT WIDTH LL DEFL - 0.34" a 1330-SPAN/240 BTK CHORD - CONTINUOUS L29 LOS I24•8X D2•22 NOM a 0.40° AT C GAELS STUDS ARE CONSIDERED A 722 75 103 5- 0 SFAN/DBPL 03L-LL) • 407 NON-STRUcTowAt- ALL. BRACING c 110R2 ALR 0 204 S- 8 POR 4ORIEONTAL FIND LOADS ARE REFER TO ROUTES ENO. GENERAL THE RESPONBI8ILITY OP TEE LOAD CAGE S2 HIND // RIDGE L NOTES AND SYMBOLS SHEET FOR BUILDING DE6IGNPR. WEBER STRESS INCLUSE: 33.3% ADDITIONAL SPECIFICATION9. TRU*4 SPACING - 24.0 nr, PLATE STRESS INCREASE: 93,3% LOADING LIVE DEAD (PSP) NOTES: STANDARD LOADING Tot CHO 30.0 7.0 1. TRUSSES )ANUPACTUR2'D BY - LoNMSA STRZSI IPC2EA9E: 15.04 ETM CND 0.0 10.0 Valley Beet Way PLATE STRESS INCREASE: 15.0% TOTAL 30.0 17.0 47.0 2. ANALYRIS CONFORMS To LOADING L.XVE DEAD (NSF) EXCEPTIONS' TPI (ANSI/TPS 1-1029). TOP 021D 30.0 7.0 A-F -20.82 7.0 9. 3B3o,XRIaAL AN31400 IS USED. ESN CAD 0.0 30.0 B-C -31.1W 7.0 4. FIND LOADS - AN3X/ABC$ 7-98 TOTAL 30.0 17.0 47.0 SUPPORT CRITERIA TRUES 16 DESIGNED AS A SUPPORT CRITERIA IT TYPE MORZ VERT MIRTH 191116 163D-TORCE RES SYSTEM .T3• REACT win= Y3' RBACT WIDTH LBB LBS Iit-SX POR E3^ria112OR ."ADZE LOCATION LEO IN-OX LBS IN-SX A PIN 131 -192 S- 8 WIND SPEND - 90 Nag A 1361 5- 8 0 1360 S- 9 C 2022 ALR 0 -33 5- 8 MEAN ROOF NEI01ET - 25' E30 0150RE CATEGORY - C LOAD CASE 81 FIND PROW LEFT LOAD CARE P4 FIND // RIDGE R OCCUPANCY PACToR - 1.00 LUNSBER STRESS INCREASE/ 23.3% L1A+.BER STRESS INCREASE: 33.3% iUQOL08ED BVILD133a. PLATE STRESS TOCREASE: 33.343 PLATE STRESS INCREASE: 33.2% SCES= LOAD a 7.0 PSP 10.0 POP LOADING LIVE DIAD (PSP) LOADING BC DEAD LOAD a LIVE DEAD (79F) 5. BUILDING LO I9 TOP CND 90,0 7.0 TOP CUED 30.0 7.0 ATM LLD 0.0 10.0 223[ oD 0.0 10.0 R18PONOIELE FOR ADEQUATE TOTAL 30,0 17.0 47.0 TOTAL 30.0 17.0 47.0 OLA10TE oPQoTRUI1 O87'G EXCEPTIONS: EXCEPTIONS: ALLOWS 0.40 ION WHICH OP A-B 12.72 7.0 A-E -20,02 7.0 Ham. MOVEMENT AT JOINT O B-C -ITERI 7.0 B-C -20.92 7.0 6. ARMOR TRUES FOR A TOTAL SU}roirt CRITERIA SUPPORT T CRITERIA RDRIZONTAL LOAD 0P 121 LBS. 7. =PE LES LERT WIDTH E JT TYPE BoaLBS VERT WIDTMIN-SX 7. RAnT>Z2 TRU89 TO ERG A LB9 LB11 IN-SX LHS Lsf IN-SX A PIN .95 205 5- 8 A PIN .131 -31 5- 9 FOR 132 LBS OF UPLSPT. C NORZ RLR 0 2.04 5- 6 C NoR2 RLR 0 -130 5- 8 moV LE NT eT WALL NO BROAso. LBPT RIOnT 0. PA9'122 TRUSS TO MRO C rilBL oIN 4sY OIN 49Y FOR 120 220 07 UPLIFT. WHILE PERMITTING NO UPWARD )0260R CBI P(LBS) MOIST 222ND MOVEMENT OF NAL, OR BRO. TOP CH0RD3 1-0 0.69 3528 C 3063 -1634 0-8 0.50 2524 C 1.014 -2394 9-01 0.50 2524 C 2388 -1614 H-C 0.62 3528 C 1614 -3462 BOTTOM 0201+UR nnab:n,Eng:no•nn0.'nc.lOn6n.Ru:'•019962003 Ven 10.0.W6 En0inn*nng•Paring 9000/003 II.VIO!PM r .' SEP 23 2003 14:33 5093596153 PAGE.05 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 06 09/26/03 12:58 8`928 0669 VALLEY BEST W SP rill 003 . Job Mark Quan Type Span P1-81 Left OH Right OH Engineering r9439 1 A2 I19 SCIS 2506006 2- 0- 0 1- 000 SWANSON/TB DG 14-9-0 4x5.1 DC 14-L-0 u0 4-3 140! 4- 2 b , RM4 • sna y'/ w2RSPL . e-8-11 �0-/J�'� -,..,. . `tip TCL ------ BOJ BC= TCL 37cS 3x9= • ja lx4n 2x411 `� •..C fai . WISOS 13 2411. 8:1131 U: 34 U::1xO: 300 EP I =-� I $.•�-� 17-a-0 18-10-7 __ 28.7-41 5-6-0 -.. 6-7-9 AAPI e-7 5 18-1-7 2 9 0 18-10-7 28-8-0 25-6-0 ALL PLATYS A3Us LOcr20 52210:0120"21' •Rabb3na E0019on1411o, I1+C.,SnliAs P:,12'• APPROX, 240Jf ti ,E7G')T: 146.5 LdS Online Plus -- Version 14.0.006 LOAD CA92 03 WIND // RIDGE L EWER TO ROBBIN9 ENO. GENERAL ROW DA7MIa 9- 8-03 LUMBER STRESS INCREASE: 43.1% NOTES AND SYMBOLS INERT DOA PLATS ETRE58 INCREASE: 33.3% ADDITIONAL SPECIFICATIONS. c8I SIZE LUMBER 1.i9Ta LOADING L2V2 DEAD (PSP) TOP 0.60 22 4 18/18P15 2070 TOP OND 30.0 7.0 NOTES: 5TM1 0.56 2X 4 18/10835 2070 32M CRD 0.0 2.0 1. TR31SSB9 MVutUPACTI7RED BY - OBS 0.53 2X 4 DFL-STUD 885 TOTAL 30.0 8.0 90.0 Valley Beet Way REPETITIVE MEMBER INC3BA4IA: EXCEFTIONSI 2. ANALYSIS CONP03n(8 TO PB 15.01 7T 0.0% PC 0.0% A-B -20.80 7.0 T!2 (ANSI/TPI 1-1906). 8-C -11.0N 1.0 3. EMPIRICAL A)ALOO IS USED. LATERA. BRACING: SUPPORT CRITERIA 4. WIND LOADS - ANSI/ASCE 7-98 TOP l4C0RD - CONTINUOUS JT TYPE NORA VERT p7DIE TRUSS TO =STONED AZ A 8TH C7CORD - CONTINUOUSLBS LBS LN-5X )(AIN N1W RE -FORCE S 9F0TEx TRUSS SPACING • 24.0 LIN. A PIN 171 -461 6- 8 FOR > LOR ZONE LOCATION C H623 ALR 0 •262 S- 8 WIND SPEED - 90 NPN STANDARD LOADING IRAN ROOF 3BIGHT - 26, LUMBER STRESS INCREASE: 15.0% LOAD CAGB #4 WIND // RIDE R EXPOSURE CATEGORY - C PLATE 9TRION INCREASE: 15.0% LUMBER STRESS INCREASE! 33.3% OCCUCAMCY PAaTOR - 1.00 LO.0 XNO LIVE DEAD (POP) PLATE STRESS 2210RM031: 33.3% ENCLOSED BUILDING. TOP CND 20.0 1,0 LOADING LIVE DEAD (PSP) TC DEAD LOAD = 7.0 POP BTM( CED 0.0 1.0 TOP C D 50.0 7.0 80 Imo LOAD - 1.0 PSP TGWAL 30.0 0.0 20.0 LTM CRD 0.0 1.0 6. ERLILDEWG DESICANER Ie SUPPORT CRITERIA TOTAL 30.0 9.0 38.0 RBDPO5NOIBLN FOR ADEQUATE ST REACT WIDI2M sT **Act NIDTX !b!'GIDTIONC i DESIGN OP TRUSS TO ERG LBS IN-OX LBS IR-AY A-B -11.017 7.0 PLATE 06MIWSCTZON ERICA A 1131 5- 8 0 1131 5- 8 B-C -20.8N 7.0 ALLOWS 0.33 INCHES OP SUPPORT CRITERIA 20*2. 1AOVANIIl9CT AT 00131? 0 LOAD CASE #1 RIND FROM LEFT OR' rips 2(083 VERT SIDTB 6. TRUES I8 DESIGNED POR LOWDER OTBESS INCREASE. 93.00E LS9 LS:M IN-SZ NO CO3IIL=2013 LOAD. PLATE STRESS IXCREADE: 33.3% A BIN •131• -241 5- 4 7. ANCHOR TRUSS FOR A TOTAL LOADING LIVE DEAD (001) C Home RLR 0 -360 5- 5 3LORIEONIAL LOAD OP 131 LBS. TOP O]4) 20.0 7.0 8. FASTEN TRUSS TO IRO A BTMC CND 0.0 1.0 LEFT RIGHT FOR 361 LBO OP UPLIFT. . TOTAL 20.0 8.0 39.0 REEL OI31 - 49X DIN • 402 WAIL! PE NETTIOO )$O UPWARD EXCEPTIONS: MOVEMENT OP WALL OR BRO. A-B -6.2N 7.0 )®0R CSI P(LES) MG19T 3312730 9. PASTIIN T'RU86 TO ERG C 79-0 -12.710 7.0 TOP CHORDS rola 260 LES OP UPLIFT, SUPPORT CRITERIA A-O 0.60 2951 C 3573 •1879 WHILE 953901TTI123 No UPWARD 07 TYPE BORE VERT WIDTH 0-B 0.41 2042 C 1979 -2282 )SO2AKENT OP WALL OR 9RO. LBS LBS 1W-112 8-U 0.41 2042 0 2702 -1979 A PIN -95 -23 S. 8 H-C 0.60 2851 0 1979 .3570 C RIOR2 RIR 0 -125 5- 0 BOTTOM CHORDS A-? 9.86 2607 T 1462 1104 LOAD CASE 02 WIND FROM RIORT P-D 0.51 2021 7 -1104 -374 113378 b-TRESS INCREAAA. 33.3% D-E 0.51 2621 T 374 1104 PLATS *Mao INCREASE: 33.3% E-C 0.50 2407 7 .1104 -1462 LOADING LIVE DEAD (Oar) WEBS TOP CMO) 30.0 7.0 P-0 = 44 C 0-n w 713 C BTM COW 0.0 1.0 'U-8 - 1399 T D-x - 72.3 C TOTAL • 30.0 6.0 38.0 E-A = 44 C ZXCEPTIONS: A-B .122.710 7.0 DL•LL DEPL = 0.52• IN B-N I-0 -6.20 7.0 LL DEPL a 0.762 c ERG-SPAN/240 $UPP0BT CRITERIA UL.LL MoRZ = 0.33" AT C sr TYPE MOR2 VERT WIDTH SPAN/DEPL (DL.LL) = 584 LBS 1.99 XE-SX A PIN 98 -126 5-. 8 C NORA ALA 0 -24 5- 8 R,Abn".Enonsinng,ausJONIN Pao"o 1906.2003 Ver..an 10.0000 Gn6Inrnng•Pa.vall 9.209000 12:ISAd rM h po 1 SEP 23 2003 14:33 5093596153 PAGE.06 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 07 09/26/03 12:68 $925 0659 VALLEY BEST W SP 2004 Job Nark Quan Type Span 91-H1 Left OH Right OH Enginearh'g 19439 A3 1 2"2P SCIS 250600 6 2- 0. 0 2- 0- 0 ~ SWAN90N/TA • DC 14-5-0 4a0tt DC 14-0-o NO 4-9E NO 4- 9 RR 4 C I SPL Stv TC I •��4 SPL -5x@: .i . 111 Sn0` •• t C r" 01 . W3 . .. 8' H 6-8-11 I .x •- a-0-140 i- -� -- KT 13 Gel= -��t TCS. t TCL �+ I 9.x7. !SC BC1 aR7:: A 23c4a 2a411C _IS n rgi -- x:508 10:908 R:2402 8:9402 U: 330 Ut 326 5P 6-7-9 12-0-0 18-10-7 25-6-0 • BC 67- i 6-3-1- 1 6-3:7 TO 6-7-9 12-9-0 1O-10-7 25-6-0 - 25-6-0 .- ALL PLATES AMA LOC220 Seale:0.224•A1' fobblt•.o LtNitteeYitiQ, Ice./Online Plus" APPROX. TRUSS W1Zt4HS: 146.5 LOS OAliae Pluo -- V 14.0.000 LOAD mac 03 WIND // RIDGE L REPS) TO 10332018 Ewe. GENERAL RUN DATRN 9- 8-03 LUMBER status INCREASE: 31.3% NOTES AND STEROLS SHIMS FOR FLAT! 378393 IMCYSARBI 33.3% ADDITIONAL 0*SOIFICAIIOWS. LOADING LIVE DEAD (998) 124MT TRUSS • TOP CMD 30.0 7.0 NOTES: ATM CRD 0.0 10.0 1. T*U!a10 MANUFACTURED 9Y - TOTAL 30.0 17.0 47.0 Valley Beat Ney CIT 953.3 LUMBER to EXCRPTION9: 2. ANALYSIS 40NYORM3 TO Too 0.90 2Y 4 DPL-2400 2400 A-B -20.0N 7.0 TPI (10183/TPI 1-1996). 0101 0.70 22 4 DFL•2400 2400 0-C -11.0N 7.0 3. EMPIRICAL WARM I9 u9ED. WBS 0.02 301 4 DPL-STUD 770 SUPPORT CRITEITA 4. MSMP LOADS - ANSI/ASCE 9.98 JT TYPE HORD year WIDTH TRUSS 19 01310N30 Aa A LATERAL 3RACT140: LDS LBS IR-SE MAIN WIND-p0ACE RE9 SYSTEM BTM CHORD - 120 TN, OC A PIN 329 -330 8- 0 FOR 67CTERI=A TON! LOCATIO$ ONE 95163 - 0-B D-N c BOAZ ALA 0 -02 5- 8 Wi01D aP7SD - 30 )IDR TWO $RACES - A-0 N.0 mks POOP RETORT - 26' TRUSS SPADING - 60.0 D(. LOAD 0392 #4 HIND // RIDGE R 51190908E CATEGORY - C LUM!¢D STRESS /SCRUM 33.3% OCCUPANCY FACTOR - 1.00 STAmorAn LOADING PLATE STRESS INCREASE: 33.3% INCLOSED BUILDING. LUMBER STRESS TACREAE1: 15.0% LOUDINO prom 02AD (PSP) TO DEAD LOAD . 7.0 P9P PLATE ITAES8 IHCR2A191 15.0% TOP CS0 30.0 7.0 BC DEAD LOAD = 10.o PSP LOADING LIVE DYAD (PS?) *791 CUD 0.0 10.0 5. BUILDI,NO OEEZONER IS Tot CND 30.0 7.0 TOTAL 20.0 17.0 47.0 RE3P0019IELE FOR ADICDAT6 BIM CRD 0.0 10.0 EXCRPTZONS2 DESIGN 0P TAUS! TO 31.0 TOTAL 00.0 17.0 47.0 A.3 -11.8N 7.0 PLATS CONNB•OTTQN WHICH SUPPORT CRITERIA a-C -20.801 7.0 12.60019 0.43 INCHES or JT TYPE HORN VERS WIDTH SUPPORT CRITE3IA HORZ. NOUBMWET AT AOIN? C L83 LBS IN-SX JT TY!S 5036 VERT WIDTH 6. PREVENT TROOP ROTATION AT A PIN 0 3402 B- 8 LAI LBS IN-SE ALL 821201340 LOCATIONS. C SORT RLR 0 3402 5- 0 A DIN -329 -79 S- I 7. ANCHUR TRUSS FOR A TOTAL C HOR2 PLP 0 -326 5- a 4oItIIOMTAL LOAD 07 529 580. LOAD CASE *1 041010 FROM LEFT 8. FASTEN TWOS 20 RAO A LVMOBR 578656 TMORZAEB: 33.3% LEPT ATOM FOR 330 L50 Or UPLIFT. PLATE 9TABaa INCREASE: 23.2% REEL OIN - 4201 OT14 - 422 NEILS PBINITTING NO UPWARD LoAD2NO LIVE DEAD (939) per,VnQC0T OP WALL OA IRO. TOP f3(D 30.0 7.0 01274831 703055 - alkali PLY 9. PASTAN 53089 TO /R0 C ATM CAD 0.0 10,0 M>'8R Csi 9(635) 14D1911432ND !OH 326 LBS or DPIIWT, TOTAL 20.0 17.0 47.0 20! ORORD9 WESLA p23larTINo NO UPWARD smomaxiDN9: A-0 0.90 4409 c 1803 -2026 NOVD®=T O! WALL OR IRO. A-B -4.23 7.0 0-41 0.62 3131 0 2036 -2867 10. 2 OOMPLUTN( TR1as55 REOUTABD. B-C -12.73 7.0 8-N o.92 3151 C 1887 -2o2C PASTES TRUSSES TaOSISSR N/ SUPPORT CRITBR3A W-0 0.90 4409 C 2026 -4802 104 0AILP a.8 EACH LAYER I9 .72 TYPE 1032 v222 WIDTH PDTTOM CHORDS APPLIED,STA009335 A! FOLLOWS Las L09 IM-ax A-7 0.70 4032 ? 2902 841 maw Rona 3PACIS0(1W) A PSN -237 514 5- 8 r-D 0.52 4052 2 -041 -1072 T00 CBD 1 13.0 C 8022 RL1 0 260 9- 0 8-1 0.52 4052 T 1072 811 3714 CUD 1 12.0 3-C 0.70 4033 7 -041 -2991 WEBS 1 4.0 LOA_. CASE 33 WIMP SROM RIONT Wald PLUG CLUaT335 OP 21I69 29 LUMBER STRESS INCRS:A9Mt 33.3% F-G . 157 T e-D - 21)0 C SHOWN. PLATE 578399 S$CR*Aal7 33.3% D-8 - 2226 T D-2 - 1106 C MUTTONS; LOADZ913 LIVE DEAD (P!!) R-H . 121 7 l;d NAI2.9 3 4' O.E. Tor ono 30.0 • 7.o A-0 0-5 a-H 6-0 8214 00D 0.8 10.0 04eLL D3PL o 0.66• IN 0-6 . TOTAL 30.0 17.0 47.0 LL DSTL . 0.964 c 0110-6P1$/240 3X089220018: DL4LL HORS = 0.43' AT C A-I -12.701 7,0 SPAN/OWL (11.r6L) . 460 3-C -6.204 7.0 20700*s =STRATA GT TYPE HORS VERT WIDTH . L09 LBS 224-al • A 9701 338 257 5- 8 c HORS RLR 0 511 S- a Webb*.Engiaaennp,Ino./Onana Rus'.O 1096.2103 Maxim 15.4206 P.nymatn0.Portrait 886(10031319:16 PM Pape 1 SEP 23 2003 14:34 5093596153 PAGE.07 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 08 09/26/03 12:59 x'928 0859 VALLEY BEST W SP al 008 ' Mark Quasi Type Span P1-H1 Left OR Right OH I EHgtneerfng t9439 I B2 (• 3 • SCIS 271100 6 2- 0- 0 2- 0- 0 l SWANSONfTB ^ DG 15-9-1 4x511 OG 15-9-3 MO 4.9 NN4-3 W NH 4 2HH 4 �. ( I J / ` Top � • �� l 0 f •,._-.....'SHAD &1?LG / W2 �`� IA9'L 3-4-80 I W2 D N3 Bx7- I TCL SCL I Smit. / P8C mg `\` 3x6: A 27411 21411 _,.......,..0 _l.. 3 ---&-'•••-.4,.. 11..`Z--, w:�oe v:308 8:1474 A:1474 U: 133 U1 114 EE=PCC_� • I 7-2-13 13-11-8 20-8-31 217-g113-0 2.-0-0 7=2=13 -11*11 I 68- 1 . -iI `7-'2-13 SP; 72-23 13-11-8 20-8-R 27-33-0 ) Le-,- - . 21-11-0 ALL PLATES ARE LOa(20 Scale:04312"Et' • RCbi:'tt? Eroli : ...u, ar..::1:ii':, ae,.,:• eYVIVIlt. 7A!I11 WR7CW? 132.7 L011 Online P34a -- V.reioa 15.0.006 LORD CA91 42 WIND PROM 92GIT MEMDR CSI P(LBS) 01819? 9182ND RUN DATE: 9-23-03 LUMBER STRESS INCREASE: 33.3% 0-I 0.16 2807 C 2170 488 PLATE STIRS9 INCREASE. 22.35 I-8 0.47 2607 C -485 -2874 CSI 9292 LUMBER 1.1528 LOADING LIVE DEAD (297) E.7 0-47 2697 0 2874 489 TOP 0.81 2x 4 1B/18915 1070 TOD CHD 30.0 7.0 J-S 0.66 1807 C -483 -2176 9TH 0.86 2X 4 12/18215 2070 BTM CUD 0.0 10.0 B-e 0.92 3930 C 2170 -(452 • WBS 0.89 2X 4 DPL-STUD 886 TOTAL 30.0 17.0 41.0 8OTTON EEER03 REPETITIVE MEMBER INCREASES: EXCEPTION,. A-F 0.85 3600 I 2582 536 FB 15.0% PT 0.0% PC 0.0% A-I -12.7N 7.0 P-D 0-66 3614 T -536 -1030 • I-B -43.71 7.0 D-B 0.66 3614 7 1036 616 LATERAL BRACING: B-J -11.7N 7.0 I-C 0.85 26002 -806 -2882 TOP CHORD - CONTINUOUS J-C -6.21 7.0 F-CWEBS 116 W S-D = 1011 C Bas CHORD - CONTINUOUS SUPPORT CRITERIA TRUCE SPA02)00 - 24.0 IN. JT TYPE HOAX VERT WIDTI D-B . 1973 973 7 D-B 1011 C LBS LES IN-Sy B-8 . STANDARD LOADING C y PINALA 944 107 5- 8 DL.LL DSFL O.T011 IN J-I LUMBER SIASSE INCREASE: 15.0eiDL SEPT. 2 0.41• a ERG-SPAN/140 PGATB STRESS INCREASE: 15.0% DL.SL SORE = 1g49• AT C LOADYNa LIVE DEAD (PSF) LOAD CASE E3 WIND // 82038 L TOP CED 30.0 7.0 LUMBER STRESS INCREASE: 33.34 9t•AN/DRBL (DLr0U) C 411 BTM CND 0.0 10.0 PLATE WSAILS INCREASE: 33.3% To?AL 30.0 11.0 47.0 LOADING LIVE DEAD (PtOR) REFER TO ROB NLs 10. GENERAL REFER AND O DOrPORT CRITERIA Tor CID 30.0 7.0 ADDITIONAL BtBCSt2CAEG22NrA JT REACT WIDTH .TI REACT WODTE 8TH CED 0.0 10.0 E. use IN.98 LBS IN-800 TOTAL 30.0 17.0 47-0 NOTR6. A 1414 5- 8 C 1474 5- 8 EXCEPTIONS: A-I -20.82 7.0 NOW1- TRUSSES VeRCTVREO BY - LOAD CASE 41 KIND FRAM LRF? I-B -20.901 7.0 . Ve11.y 9Aa5 !OuY LUNEER STRESS INCREASE: 33.3% 5-J .11.0N 7.0 2. ANALYSIS CONFORMS To KATE STRESS INCREASR. 23.3• J-C -11.9N 7.0 TP2 LANAI/272 1-10P6). LOADING LIVE DEAD (PTF) 902201? CRITERIA 3. EMPIRICAL ANALOG I9 0980. TOP CID 90.0 7.0 TT TYPE 9082 VERT WZD?B 4. WIND LOADS - ANSI/ASCE 7-98 804 CID 0.0 10.0 LES LBB IN-EN TRUSS IS DESIGNED A9 A .TOTAL 30.0 17.0 47.0 A PIN 142 -134 5- 8 MAIN GINE-90909 RIS ■Y?'t'RN EYCSP"-`IONS: C SORE RLR 0 -27 5- 8 FOR EYTRRIOR ZONE LOCATION A-2 -6.21 7.0 WIND SPEED - 90 MPH I-8 -12.7N 7.0 LOAD CASE 44 WIND // RIDGE R MEAN 1001 HEISE? - 25' 8-3 .12.71 7.0 LUMBER BTRECB INCRIABE: 33.3% EXPOSURE CAT200916 - C 3-C -12.7N 7.0 PLATE STRESS INCREASE: 33.11. OCCUPANCY 9ACTO% - 1.00 SUPPORT CRITERIA LOAR:INO LIVE DEAD (PSP) ENCLOSED 8UILD110G. ,TI TYPE 10092 VERT WIDTU TOP CHD 30.0 7.0 TC DEAD LOAD - 7.0 PSF LBS LS5 IN-SX 27)t CED 0.0 10.0 1C DIAD LOAD • 10.0 POP A PIN -24 218 5- 8 70122. 30.0 17.0 47.0 9. BUILDING DESIGNER I9 C 90x8 RLA 0 107 5- 8 EXCEPTIONS. RESPONSIBLE FOR ADEQUATE A-I -11.8N 7.0 081IOW as TRURO TO ERG I-B -11.8N 7.0 PLATE CONNECTION WBSCH B-J -20.8N 7.0 ALLOWS 0.49 INCHES or . 1-0 -20.0N 1.0 BORE. HoURKENT AT TOWS C SUPPORT CRITBRZA • 6. ANCHOR TRUES FOR A TOTAL Jr• TYPE BORE VERT WIDT1 7. BORIZOMTatLiaLOAD D ODEA 1F 43 L99. LBS LES IN-S2FAATEN A PIN -142 -90 8- 8 FOR 134 LBS OF ostler. C BOAZ ALR 0 -133 5- 8 WHTLB PERMITTING NO UPWARD pR7v70NT OF WALL OR PRO. LEP? RICUT 8. FASTEN TRUSS TO ERG C mann 0IN • 46X OIN - 4SX 209 133 LBS OF 528.1 ?. WHSLE I2RNITTING NO UPWARD MENBR CSI P(2.88) 04812? 202ND MOVB9@NT CF WALL OR 890. Toy CSORDG A-C 0.82 3910 C 4451 -2176 • Ib•NM►99410••019.ku/On1OR•Nut'C 1991:2001 V•,ZOH 15,000e Riv01tennp•P0vai1 9/25700313 16.::+5 PM Pea.I SEP 23 2003 14:34 5093596153 PAGE.08 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 09 09/26/03 12:59 V'928 0659 VALLEY BEST W SP 121006 , Job Kirk ` Qtsa>1 Type Span P1-K1 .Gf OH Right 08 I Engineering t9439 l 113 , 8 SCIS 271100 6.., 0 2- 0- 0 1.. SwANSON/TB _... DO 16-0-3 4:011 DO 15-9-3 00 4-3Oa 4-3 012 4 s BH 4 1 I .- d i ©30 in 3x4s- .....-- ''''-:Z...., 50.t. O 02 \'' Repo 7-1-15 T7 a' 9-4-80 I `�` W3 I D S(3 IIIi : rf- 6317- --,- I ` - T21 9u6C ,.„ ` ,BC $Cg ~`` 3x6± A 2x9u 22.4u ---------__ W1808 R:1311A:1974 Vi 24 U: 333 EP( 7-2-13 13-11-8 20-I-3 27-11-0 I 6-811If-------4-1q4---- .i 6-9-11 ' 72• i_ , 2-0-0 . 1 4=e-116-8-11 7-2-59 EP 7-2-13 13-11-0 20-8.3 27-11-0 27-11-0 ALL PLATT& ARE LOCI 20 Scale;0.222- I. iva:.4.: tr.0lnvut:.I.u. `t '.IJr.l.nc Y!v_•" = i'I<Jr.. Z6'U5r WELGKI: 335.5 i.02 Online Plus .- Version 15.0.006 LOAD CASE i(2 HIND FRO3 RIGHT ?05:17A cSI P(L35) Mese* )1440 RUN DATE: 9-23-03 LUMBER STRESS INCREASE: 33.3% TOP CHORDS PLATE CTRECB INCREASEI 33.3% A•0 OAR 3930 C 4452 -2176 002 RISE LUMBER 3.15PB LOADING LIVE DEAD (PSF) 0-I 0.66 2807 C 2176 485 TOE 0.82 2X 4 38/18P15 2070 TOP OND 30.0 7.0 I-E 0.47 2697 C -48! -2874 HTK 0.06 21C 4 13/1.8U3-i 2070 DTM CND 0.0 10.0 H-J 0.47 2697 0 2974 495 WOO 0.89 3X 4 DFL.8TUD 886 TOTAL 20.0 17.0 47.0 J-H 0.66 2907 C -489 -2176 Rffi3ETTTItrE 8NEBER INC'REAIP9: EXCEPTIONS: X-C 0.82 3930 C 2376 -4452 PE 15.0% TT 0.0% PC 0.0% A-I •3.2.7N 7.0 BOTT016 CHORDS I-B -12.710 7.0 A-F 0.85 9600 7 2502 596 LATERAL BRAC1NO3 9-0 -12.7N 7.0 t-D 0.66 3614 T -536 -1036 TOP 616O1W • CONTINUOUS s.c -0.220 7.0 D-E 0.66 3614 7 1036 536 3438 CHORD - COIITINUDUS SUPPORT CRITERIA 8-0 0.56 3600 T -536 -2187 TRUss SPACING - 24.0 297. JT TYPE ►1.084 VERT WIDTH( WEDS LBS ;Am IN-SX 7-0 • 136 T 0-D = 1031 C STANDARD LOADING A Pin 67 165 S. 0 D-E. . 1973 7 D-H - 1011 C LO DER 042(1069 =CRIME: 19.0% 0 MORZ RLR 0 210 S. 8 E-B • 133 T PLATE STRESS INCREASE) 35.0% LOADING LIvE DEAD (POP) LOAD CASs #3 WIND 1/ moos L DL.LL DEPL = 0.780 IN .7..X TOP OND 30.0 7.0 LumER STRESS 31+ORBA99: 33.3% LL DEFT = 0.416 a 8RC-SPAN/240 STK CED 0.0 30.0 PLATE STRESS INCREASE: 94.3% DL.LL HOR2 s 0.490 AT C . TOTAL 30.0 17.0 47.0 LOADING LIVE DEAD (PSF) SPAN/OREL IDL+LL) v 431 SUPPORT CRITERIA TOP CND 30_0 7.0 or ZYPB 0022 VERT WIDTH BTW6 co 0.0 10.0 REFER TO ROBBINS SAO. GENERA1. LBB LBB IN-SX TOTAL 30.0 17.0 47.0 NOTES AND EI34HOL9 91<OiaT FOR A PIN 2 1311 5- 8 EXCEPTIONS: ADDITIONAL 9PECIFICATION9. C HORT RLR 0 1474 S- 8 A=I -20.9M 7.0 I-B .20_8N 7.0 NOT2E: LOAD cum #1 mop PROW LHPT B.J -11.820 7.0 1. TRUSSES MANUFACTURED BY - LU BER 07*RBS INCREASE: 43.31 J-C -11.8N 7.0 valley Bast Way PLATE STRESS 3NCA3ASE: 33.3% SUPPORT C&YT2RIA 2. Jot 3818 CONFORMS TO LOADTNG LIVE DEAD (PSP) J7 TYPE MORE VERT IPIDTN T7I (ANSI/TPS 1.1995). TOP CHD 30.0 7.0 LBO 1.9G 371-SX 3. EMPIRICAL ANALOG Is U1lb. STK CJD 0.0 10.0 A PIN 98 -28 9- 8 1. WIND LOApa - ANSI/ASCE 7.58 TOTAL 30.0 17.0 47.0 C HONE RLR 0 -27 5. 8 • TRUSS IS D037=2N1D AS A EXCEPTIONS: )(AIN WIND-FORCE 280 SYSTEM A-I -6.2N 7.0 LOAD CA88 04 WIND // RID03 R FOR EXTERIOR ZONE LOCATION I-B -12.7N 7.0 LUMBER STRESS INCR1AS03 33.3% WI3® SPEED - 90 MPH B-J -12.710 7.0 PLATE 3/TRESS INCREASE: 31.3% MEAN ROOF HEIGHT - 983 J-0 -12.7N 7.0 LOADING LIVE DEAD (PSF) EXPOSURE 0ACTOoRY - C suPPORT CRITERIA TDA 0342 30.0 7.0 OCCUPANCY FACTOR - 1.00 JT TYPE HARZ VERT WIDTH BIN CND 0.0 10.0 ENCLOSED BUILDING. LES 1.335 TW-ON TOTAL 30.0 17.0 47.0 TO DED LOAD - 7.0 PSF A PIN .106 237 5- 8 EXCPP7003Z9: BC DEAD LOAD = 10.0 957 C 1(092 RLR 0 107 5. 8 A-I .11.0N 7.0 5. BUILDING DENTON= IS I-0 -11.8N 7.0 NV000E81E72 FOR ADaQ1J.LTB B-J -10,810 7.0 DESIGN OF TRUSS TO ERG J-C -30.810 7.0 PLATO coNNHCTIOY ANION SUPPORT CRITERIA ALLoWS 0.49 INCHES OF JT 27710 HORS VERT 0120710 IIOR2. MOVEMBET AT JOINT C Lbs LBC 1-0-61 6. ANCHOR TRUSS FOR A TOTAL A PIN -167 67 5- 0 NOR/COSTAL LOAD OF 167 LBS. C HORT ALR 0 -133 5- 8 7. FMO C ASTEN LBO 09TOVPLI2C, LEFT =CRT WRIT3 PERMITTING NO UPWARD 3FEEL 0I2N - 48X 0316 - 45X NOVEHENT of WALL OR BRP. Ra8OInc Enginoonna,InelOMIne Plus"11996.2001 Vwelon 10.0.002 Enpm.enn0,P6rtr62 9202007 1117:00 I'M P"8o N SEP 23 2003 14.35 5093596153 PAGE.09 09/26/2003 14:27 5093596153 EWU RECORDS & REGIST PAGE 10 09/26/03 18:00 $928 0859 VALLEY •BEST W SP 2007 , Job Mask Quan Typo Scan P1-H1 Left OH Right OS Engineering t9439 BI 1. sCX0 271100 8 2- 0- 0 _.2- 0- 0 SWANSON/TB -- DO 19-9-2 4mgu DC 13-0-7 HO 4-3 6G 9 1H -3 lHOO 4 101 4 *224!1! *2xa11 SSL a v PIM +'2x311 •2x311OSA10+2x311 *2x911 6 94 m� c5 t w AA �Sx7. 5x74 •22311 Gr 094 W2 M `"-` 1 *2x911 7-3-18 R --3..---4-• sur ,.1+...`. Cc 3-4-80 •2x311 �rf��- D-��-.� II *2x311 1 = x2I �� 5x7_ Q mob; TCL , .--- 42x9:: *224411 -+� TCL J: BC N P *x BB SO i-------„,...... N 3- ; labs _,. :,- P •2x311*2x311 &2(311.2x3"21(411 DD `' . A J •2x31 22111 1 Y •28311 FP �,,,�.\ 47=zn ----13 •28x2u '�11 *18111 `.. c/' i1�1 +2z2n *2xSp W:606 W1t08 8:147 4 8:1474 U: 133 01 170 ' 7-2-13 13-11-8 20-8-3 27-13-o 2 TC 20 �9 I..2^0-4 - ^0 7 13 "" I 6-2-11 6-8-11 1 s a I K=8-22 . .a=4-11 I 7-2-13 70,1 7-2- 5 12-11.8 20-8-3 27-11^0 • - - -' 'c3aI a7-11-0 ALL PLATES ARS LOCK20 Stele;0.212•=i' Rabbina zaglneerlro. TOC./Onliuc 111ui' APPROX. TKUS`. WEItlII7: 130.1 LBS 00.1..* Blue -- vK91o8 15.0.000 LOAD CASE 112 WIND PROM RICES MEMBR C82 P(LBS) M4115T 0082ND RUN DATE: 0-23-03 LOWER !1081!160 INCRRASR: 33.351 C-CC 0.66 2807 C 2274 405 PLATE STRESS INCREASE: 33.3% 00.8 0.47 2607 C -495 -2874 OSE 829.9 LU010R 1.15F1i LOADING LTVA DEAD (P32) B-EH 0.47 2697 C 2874 495 TOO 0.82 22 4 11/I8P15 2070 TOP CRD 30.0 7.0 HH-)S 0.44 2807 C -486 -2176 BTM 0.85 210 4 16/18x16 2070 BTK CED 0.0 10.0 B-C 0.82 3930 C 2176 -4492 NBP 0.89 2Y 4 DPL-STUD 085 TOTAL 30.0 17.0 47.0 2010x014 =ORBS REPETITIVE MENDE% SMCARAAES1 EYCEPTION64 A-P 0.95 2608 T 2582 536 PB 12.81 HT 0.01 PC 0.0% A-00 -12.7N 7-0 t-D 0.66 7614 T -536 -2026 00-9 -12.7N 7.0 0-E 0.66 3614 T 1036 536 LATERAL ARICINGI 1•KN -12.7N 7.0 A-a 0,98 2600 T -526 -2682 Tor CHORD - CONTINUOUS MH-C -6.200 7.0 *EIS BTM CSORD - CONTINUOUS OUPPORT CRITERIA 9-0 * 134 '2 0-D 4 1011 C GABLE 8202 ARS CONSIDERED JT TYPE RORZ VERT WIDT11 D-B - 1973 T D-H . 1011 C MON-STRUCTURAL- ALL BRACING LDS LDS IN-SZ 8-R - 133 1 FOR HORIZONTAL WIND LOADS ARE A PIN 94 207 5- 8 TIM RESPONSZBZLZTY or TEE C 10082 RLR 0 218 5- 8 LL inn 06PL0A40.714 c2- IN 2110.4 B 80.901.2/240 BUILDING DESIGNER. TRUSS SPACING - 24-0 Z11. _LUMBER STRE2 SSS I000222SE! 333. 2 .3% B9AN/DSPL (OLOLL)- 431 IrAIDARD LOADING PLATA STRESS INCREASE: 33.3* LUMBER STRESS INCREA68: 15.0% LOADING LIVE DEAD (FET) REFER TO ROBBIN0 8NC. GENERAL PLATO STREW; INCREASE! 15.0% TOO CEO 30.0 7.0 NOT26 AND SYD18000 8888= POR LOADING LIVE DIAD (P97) BIN CND 0.0 10.0 AD3ETIOMAL SPSCITICATIONB- TOP CSD 20.0 7.0 TOTAL 30.0 17.0 47.0 BTM CED 0.0 10.0 SYCEPTTONDs TSB: TOTAL 30.0 17.0 47.0 A-CC -20.8N 7.0 1. TRUSSES NAMUPACTURED BY - SUPPORT 08128811. CC-B -20,8N 7.0 Valley 2440 May JT REACT 002078 ST REACT =DOS 8-NH -11.8N 7.0 2. ANALYSIS CONFORMS TO 0185 671-82 LBS IM-BY MM-C -11.8N 7.0 TRI (21122/T191 1-2090). A 1474 9- 8 C 1474 6- 8 SUPPORT 0112!821. 3. EMPIRICAL 1.119.2.00 IS USED. JT TYPE HORZ VERT WIDTH 4. WIND canoe - AN9I/ASCE 7-90 LOAD CASE Si KIM FROM LEFT LDS LB9 IN-SE TRUSS I3 DESIGNED AS A ' LUMIRR STRESS INCREASE! 33.3k A PIN 142 -334 5- 8 MAIN UZNn-P0ACR RPC SYSTEM PLATE STRESS 2NOXIA9E: 33.3♦ C HORZ RLR. 0 -27 5- 8 POR EXTERIOR 8000! LOCATION LOADENO rave 08AD (PSP) MNP 6PSED - 80 NPH TOP CED 30.0 7.0 LOAD CASE 44 WIND // 9.20010 R MEAN ROOF HEIGHT - 251 BTI.! CAD 0.0 10.0 LOMARR STRESS INCREASE. 33.3% IEPOOVRU OATRCORY - C TOTAL 30.0 17.0 47,0 PLATY STRESS INCASA6El 33.2% OCCUPANCY FACTOR - 1.00 SECEPTIONSI LOADING LIVE DEAD (PSF) ENOLOSBD BUILDZNO. A-CG -0.2N 7.0 TOP CED 30.0 7.0 TC DEAD LOAD = 7.0 PSP 0C-8 -12.7N 7.0 BTM CED 0.0 10.0 DC DEAD LOAD - 10.0 PSP 2-11 -12.7N 7.0 TOTAL 20.0 17.0 47.0 S. BUILD2N8 0891001118 IS HB-C -12.7N 7.0 HZCYPTIONSs RESPONSIBLE POR ADEQUATE SUPPORT CRITERIA A-CC -11.0N 7.0 DESIGN OP TRUSS TO ERG JT TYPE MORE VERT WIDTH 00-0 -11.0N 7.0 PLATE 00N*!BCTIO0 WHICM LBS LDS IN-82( B-HH -20.8N 7.0 ALLOWS 0.49 INCHES OF X BIN -94 210 5- 0 ER-C -20.8K 7.0 HORZ. MOV8MRNT AT JOINT C C BORT RLR 0 107 6- 8 SUPPORT CIITARIA 6. ANCHOR TRUSS FOR A TOTAL JT TYPE HORS VERT WIDTH NORISONTAL LOAD OF 142 LBS. LBC LBO INET 7. FASTEN TRURO TO ARC A A 91N -142 -25 5- 2 FOR 234 Lag OF UPLIFT, C HO= ALA 0 -129 5- 9 WHILE VO NT RMI0?NALL OR BRC.INNO UPWARD D LIFT RIOBT 8. FASTEN TRUSS TO DIC C EYSG OIN - aSY 0811 451 FOR a2 LDS oP UPLIFT, WE/LEPERMITTINGNO UPWARD MEMBR CSI P(LBS) M8191 0032ND MOVEMENT OP NALL OR BRO. TOR 0801.09 A-0 0.82 3930 C 4452 -2170 ho*an+en6In*•nng,Inc.,Onlme Plan"O 79962003 veno.16.0.806 E, I*snn4•Ponnit 9/264003 17»1.0 PM Pap•1 SEP 23 2003 14:35 5093596153 PAGE.10 1 0UE/Ze 203 3 13,017 50935961539VALLEEWUST W sp & REGIST PAGE 0081 Job • Miele .Quan type Span P1-H1 Left OH Right OH I Engineering 19439 , B4 _ 1 SCIS 271100 6 0 2- 0- 0 ..-..__.- sw Nsox/Ts DO 15-9-3 4x511 DG 15-2-2 HO 4-9 BSA ±-3 ao B BH BB 4 =2x311 +2n311 a0 *293::„......./44 r2v=2x3u a*� *goal S6 H •2x311 t W3! 1 sA i. �� 3x41: 1 f ! s't��L !y'}a 6 ~ 2:411 7-3-19 *2x311 G6 ' \ 8 eco X °_�_ A-4-44D =2r911 , i ,r . * 311 T1I I f ' --- 6x7= V--- `�� i 8r • 1,2x911 •2x3! Y----_, T2L BC N •2x311 42AM! 55-17131 3atf� 316 i.r l 2:41:'27311 4 DO Y "2343112mAii 12x311 9s `^- C i .7 •2x31 .2231 •..x311 "-� .2u311 -----13 I 32:911 20 A 3 ` 2x3.I •2x3 n ^J 14:9be W:508 1:1474 A:1111 D1 29 • V: 133 SPI 7-1-12 13-11-a 20-8-3 27-11-0 YC 7-2-13 -8-11_-_ 1 -5 ��.. .. 7_2-11!- I a-O-Q ' so -z-la 1 - _aa .ate 6-1-I1 1-2-15 EP 7-2-13 33-11-8 20-8-3 27-11-0 c3 27-11-0 ...- • D ALL PUBES ARB LOCR20 5=10;0422"•V ItObbir,r, pr+Qineer100, Inr./Onli:t@ P1U4 APPROX. TRUSS WCT17;VT: 166.5 Las Online Plus -- vasaion 15.0.006 LOAD CASE #2 WIND FROM RI0W? MY.143R CSI P(LHS) HEIST MD2NP RUN DATE: 9-23.03 LL>lDEA STRESS INCREASE: 33.3% TOP CHORDS • ' PLATE STRESS IWOREA88: 33.3% A-G 0.82 3930 0 4462 -2176 002 GIDE LUDDITE 1.15PB LOADING LIVE DEAD (PET) 0-00 0.66 2807 C 2170 403 TOP 0.82 2X 4 111/18F1S 2070 T03' CID 30.0 7-0 GG-D 0.47 2697 C -495 0.47 2697 C 2874 495 -2874 BTM 0.05 2X 4 It/18718 2070 BTM C)bo 0.0 10.0 • 70t-H 0.47 2697 0 -874 -] 95 was 0.00 2X 4 DPL-STUD 085 TOTAL 30.0 17.0 47.0 REPETITIVE SBR INOREA Es: EXCUPTION9: . X-C 0.82 3930 C 2176 -4452 F8 15,0% FT 0.0% PC 0.0% A-GO -12.7M 7.0 1oTT0W CHORDS 00-a -12.7x 7.0 A-F 0.85 3600 T 2592 536 LAT8RAL BRACING: B-1D -12.776 7.0 P-D 0.66 3614 T -936 -1016 TOP CHORD - CONTINUOUS 741-C -6-230 7.0* D-8 0.66 3814 T 1036 536 LSM C40RD - coNTINOOUS 61.uppoRT CRITERIA E-C 0.85 3600 T -536 -2582 GABLE STUDS ARS comma= 3X TYPE HORT VERT WIDTH 00380 NON-DTHUOTURAL• ALL BRACING LBS LSA IN-SX F-O - 136 T G-D - 1011 C FOR 15O8220NTAL Mx= LOADS ARE 1 PIN 67 165 5. 8 D-B - 1973 7 D-H ■ 1011 C TRH RESPONSIBILITY OP T)00 C HOR2 RLR 0 219 5- 8 E-8 a 133 T BVTLDI1a0 DESIGNER. TWOS .PROMO - .74.0 IN. LOAD CASE 03 WIND // RIDGE L DL4M D8P2. a 0.76" IN EM-H L17ME33R STRESS ZNCLLu9R: 33.3% LL DEFL = 0.41' c SRO-SPAN/240 STANDARD LOADING PLATS 97RE6S INCREASE: 33.3% ' DL+LL 76042 . 0.49' AT C LENDER STRESS INOREABE: 15.0% LOADING LIVID DYAD (PRP) SPAN/DEFL (DL-LL) = 431 PLATS 8TIt1es INCREASE: 15.0% TOP CRD 30.0 7.0 TO ROBB�(B ENO, ag1t872AL LOADING LIVE GRAD (11.1F) LTM CHO 0.0 10.0 REM TOP 0)0 30.0 7.0 TOTAL 30.0 17.o 47.0 NOTES AND sYRBOL9 SHEET POR BTM CTD 0.0 10.0 EXCEPTIONS: ADDZt2ObD►L 6P9CIFICATIDNS. TOTAL 30.0 17.0 47.0 A-00 -20.0N 7.0 MOTES: SUPPORT CRITERIA 00-8 -20.9N 7.0 .77 TYPE MORE VBRT WZDT7l 8-331 -11.82! 7.0 1. TRUSSES HANVPACTUPED BY - LMS ABS IN-ST 101-C -I1.8N 7.0 valley lank Way A PIN 2 1331 6- 0 ' SUPPORT CRTTEa1IA 2. ANALYSIS COSIPOAN9 TO O BORE RLR. 0 3.474 3- I ,IT TYPE MORE VERS' WINE[ '. TPI (12109/77/7NAi110 I95). LES LDS 337-BX LOAD CAGY Y1 NINO 7Ao)( LEFT A 0711 98 -20 5- 0 4. WIND LOADS - ANSI/ABBE 7-90 LUMBER STRESS 9NCRl4ADS: 33.3% C HORT RLR 0 -27 5- 8 TRUSS IS DESIGNED AS A PLATE •-1•Rgss INOPEASE: 33.3% MASA WIND-PORDE REB SYSTEM LOADING LOIS DEAD (PSP) TOAD CABS 44 WIND // RIDGE R POR EXTYRIOA DONS LOCATION TOP CHD 30.0 7.0 LVMBHR STRYS® INCRSA98: 33.3% WIND SPEED - 90 KM MTN CHD 0.0 10.0 PLATE STRESS 707CRRA091 33.3% MEAN ROOF HEIGHT - 20' TOTAL 30.0 17.0 47,0 LOADI7n0 LIVE DEAD (19))) 5X3OBURE CATEGORY - C EXCEPTIONS: TOP CHD 30.0 7.0 000VPANCY FACTOR - 1.00 A-G0 .'.276 7.0 ET%( CUD 0.0 10.0 =CLOSED DVOLDING. CC-9 -12.1N 1.0 TOTAL 30.0 :.7.0 47.0 TO DEAD LOAD • 7.0 PST 8-341 -12.7N 7.0 EXCEPTIONS: BC DEAD LOAD = 10.0 PSF BR-C .12.776 7.0 1-00 4.11.876 7.0 S. BUILDER* DAC20NER 14 SUPPORT CRITERIA oo-B -11.8W 7.0 RESPONSIBLE FOR ADECTATL JT TYPE BORE vv.= WIDTH 8-EX -20.0X 7.0 D802um OF TRUER TO DRG LBS LBO I27-OX HS-C -20.876 7.0 PLATS CONNECTION NHSGI A PIN .106 237 B- 8 BU'FORT CRITERIA ALLOWS 0.49 2NC3i88 OP C MORE ALA 0 107 5- 8 .YT TYPE HORT VERT WIDTH HORT. WDNRWH Tr AT JOINT C LBS LHS IN-OX 6. ANCHOR TRUSS POR A TOTAL A P231 -187 67 5- 8 HORIZONTAL LOAD 07 167 LBO. C HORS ALR 0 -133 6- 9 7. FA573W Taves 70 HBO a FOR 112 Lae OF UPLIFT, LEPT 7CSONa4' WHILE PE834ITTD170 NO UPWARD HELL GID[ - 48X OIN - 46X NoVERE TT 07 WALL OR 8R0. Robbins Enpinw16.9•:nc JOnpna Plus•'O 1906-2003 Varna+15,.006 engin annp•Pa1..1A 0/26/3003 18:17:12 PM Pee.,I SEP 23 2003 14:36 5093596153 PAGE.11