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BLD99-0398 Hay and Bedding Storage - BLD Permit / Conditions - 5/8/1999
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Zip Code City State Zip Code Phone( &0)T2,73;-O5S)ther Ph. Ph.( Other Ph.(� Lien/Title Holder /YO/IL. Contractor Reg. # Address Expiration SEPTIC/WATER SYSf EM IN ORMATION-Connpcj t New Septic Existing Septic Connect to Sewer - System Name of Sewer System Well Water System Name of Water System PARCEL INFORMATION-12 digit Jax Parcel No. / Z- /OOO 4 Fire District Legal Description 0 V ,+ Ot Sit Sac,r Site Address(Please include street name, s reet numqer and city) / " Di ections to site FAQ f�W ,�'oC.¢w1f7 /V4/' n -f-1Jrn I O/1 6 n • rA Vl Ou 0 OW Q r /yl� ri✓L'Ltxi on a si n • Will timber be cut ands Id in parcel preparation? (Yes/No) MO Is your property within 200' of the following: Body of Water(Name) NO Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Y Alt Repair Other Use of Building A Describe Work Sys No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement _ Deck Other sq. ft. Garage ^Attached Detach d '. Carport Attached Detached 110i MOBILE HOME INFORMATION-Make Model Model Year I -» Length Width Serial No. A No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price Y Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.2T6nd am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in �•requirements regulating the work for which this permit is issued and all work y conformance therewith. No ges shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without at:::� first obtaining approval. Date X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by �.1 Dat 5�I qubmittal Amount Du O Receipt No. QEPARTMtkNTA>w>f�EV EW AP'P V © DENIED' CONDITION CODES Building Department co OCC Group UU Type Constr. tt� Planning Department Environmental Health Department Public Works Department Fif 4 Marshal ----Valuation $ . .:::: Building Permit Fee `� 2, :api4e Inspection -t"7.4rt??AAJ i Plan Review Fee ld UFC Plan Review Fee Co Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Wood/Gas/Pellet Stove Fee Other ` Violation Fee Ala. Pre-Paid at Submittal ;?:{??• '+ti '3{}? :'f.4+:i' .:,:}i v4' '•?..:.a:..{t:S,::;,i:•:: Y:•3�`r{:a`+..a.k.;... s:• .:' a • j.•nn: >..»<> : .. TOTAL FEES : � 'i/a x5;; S, k 1. iDc..- wRGAMR��'.F{iflT u. -w'Mf.F t.*�[{ ... ,.•i:+wii4r�aF{wwi•raasissi.zur:r.,.;:c.rF CY,. FORM MUST BE COMPLETED IN INK \PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION /2ZZ9 Case No. Name. PO Peel ik-_PARCEL NUMBER �j2�®o 4 r Date 5111 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg IN, S, E, W in relation to the site plan Lot Dimensions ��,,,w/r Fences W Existing Structures W q AQ7c. Driveways Structure Setbacks Shorelines Water Lines Topography , Well Location (including adjacent) Drainage Plan Names of Streets Easements Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line <-adjacent property line • 1�! I IN T I . 10 10 I Oi " AVQI NJ tr l I 1 I � I 1 p I I I I �c.� � I adjacent property line- I J4 'u 1 <-adjacent property line SAMPLE SITE PLAN adjar�nt property lined 3L0' _ _ Fadjacent property line D 30- �R�SaRvE 3�1 CREEIG \ I rprmkop.n ne 6 i Gasliu pro/pertyrne-> 1 j � •I I VAGn,T 1 T Oo.oPmnfl T natscu-M&MAL. So'__41 I , I , �—eo'—mot I , % I i00' 1 1 � t....aLL I , I I /00' I I t• ,c.L. � I I \ I adjacent property line- i 1 <-adjacent properiy line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE dtstar.c¢ tv � ruci'ta.Yt 0 ^�� dib't'anL[. to 31op¢ �c¢ 1 dis+an�Q 4o t 260' -- Signature Date ...t�YlYYYIII Yf YYYYIY Y. �._- u 171 . .-� I yr { L� Ij (36 €� 0 0 0 t I J a O i l i /tea � •-j � , J I i 1 l'1 4 j J �. �i�WI�.W.I.I•.... ..- __.. __.. ..Ire I�•r.e.: I a t� I i � I 1/ -w7rl, i r Q! I i 1 a v ;.• N IU - Ito 4--- 10 ---�- `� 6 �� �� GOP 79 ^` C i / Oe o a � 10 -,1 A � Ups b G L 0 f ell Alf x x LA OD OD AA- 3 �► x y f y G v`� i,_ �� r N �mZ N �1 i rno All OD i a j y f 170 Ilar"� • L1Flt • c) m K :� T cotX �" cn � (ill a ell 1 rs • 4.' v E/}7-E.0 F;57- �� o ,�,� ti: r� f ---1 o; in N � k lift x , _ �A Isl ! r � 3t rn Nk r .y I II r a MC SQUARED, INC. Job: OLYMPIA,WASHINGTON 98506 (360)754-9339 . Date: By; FAX(360)352-2044 Sheet: Page of S F , I i i r t I STRUCTURAL CALCILATIONS -FOR ' EXTS'I`ING CONDIT IC N # i -FOR i . OPEL SOLE BUtI. i I PkO c"#9i9122- I E : I : MC SQUARED,INC i ! BY - PATRICK RHOADS t i . ;REVIEWED AND-STAMPED; I ! �Bx . _. ` HAROLD HAFINENKRA� P:� I__ 3 { k i 3 3 i I 4 i W 51750 - . _ . . - i I I I I I MC SQUARED, INC. Jo`: dd �i!►/1Z OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: _;V g4gqcW By: QWA45 FAX(360)352-2044 C Sheet: Page—2of 30 Scope Provide structural calculations for vertical and lateral analysis for existing 28ft x 36ft pole barn for Popelka. Building is constructed next to an _x existing pole building The new building also has trees in the vic __inity and can be classified exposure B as per UBC. Parameters: - --- _ _ ___ Loads; f F _ i Roof Dead ' - - 7 0 psf 8npw _- 25 0 psf i 32.0 psf ^- Wall Dead 10.0 psf Soil - ' Assumed bearing�. capacity of 1500 psf Assumed lateral capacity of 150 pcf -4 Seisrnic�' _____ _ .__Zone III Windµ Exposure B 80 mph -Roof _. Dbl truss,2x purlins, and metal roofing �'I MC SQUARED, INC. Job: &MIX& OLYMPIA,WASHINGTON 98506 (360)754-9339 Date:_ Air. 'ff By: P �aor FAX(360)352-2044 Sheet: Page_-1 of '3 _._..�____. . _ �- �� .wtu. _cowraoL _SJ'__ lNSPrfGt_tGY✓ _. ST2�Ia71/RE�..p s zwicvsro _ &3 iN . ._ E ' j e - 3 t < , K�byJ 7.0 _ i E ; la 21014) : AZ,,, .pw 4 /A A# — _ Iwtsr. �i r�5 �! ��r /a Z fa3� � b,/�. ,�� s. . L-✓P� Ss /1 S +�`2 AF Z,l.Iis i 1� PvtyrS Il '$ si✓r1tFf/�S( /N 4e►N/I/✓<. Owr�r� � I 'N n M t'9 r 3_ � 1�J Oi b r Adr N to I _ r i I 'I RISA-2D (R) Version 4 . 01 MC 2 Engineering Job ## 99122 1235 E. 4th Avenue, Suite 101 Page • s,.,. 50 Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure Units . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes No. of Sections for Member Calcs. . 5 Do Redesign. . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance. . . . . . . . 0 . 50% Joint Coordinates Joint X Y Joint j No Coordinate Coordinate Temperature ------------------ft------------ft------------%F---------------------------- 1 0 . 000 0 . 000 0 . 00 2 0 . 000 10 . 000 0 . 00 3 28 . 000 0 . 000 0 . 00 4 28 . 000 10 . 000 0 . 00 5 4 . 000 11 .333 0 . 00 6 5 . 000 10 . 000 0 . 00 7 8 . 000 12 . 667 0 . 00 8 11 . 000 10 . 000 0 . 00 9 14 . 000 14 . 667 0 . 00 10 17 . 000 10 . 000 0 . 00 11 20 . 000 12 . 667 0 . 00 12 23 . 000 10 . 000 0 . 00 13 24 . 000 11 .333 0 . 00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------K/in--------K/in------K-ft/rad---------------------------------- 1 Reaction Reaction Reaction 3 Reaction Reaction Reaction Materials (General) Material Young' s Shear Poisson' s Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------10A5%F----K/ft3-------Ksi------ #2HFPO 1100 . 00 0 . 0000 0 . 00000 0 . 035 0 . 52 TOPCHD 1700 . 00 0 . 0000 0 . 00000 0 . 035 1 . 30 BOTCHD 1700 . 00 0 . 0000 0 . 00000 0 . 035 1 . 30 WEBS 1700 . 00 0 . 0000 0 . 00000 0 . 035 1 . 50 Sections Section Database Material As As I I T Label Shape Label Area.. A0, 2 1, 3 1, 3 0, 2 C .. COLUMN RE5 . 5X5 . 5 #2HFPO 30 .25 1 . 5 1 . 5 76 .26 76 .26 I BOTCHD RE5 . 5X3 BOTCHD 16 . 50 1 . 5 1 . 5 12 .38 41 . 59 i ' RISA-2D (R) Version 4 . 01 MC�2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 page : 6` gi Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure --------------------------------< Sections >---_------__-_-----------------T Section Database Material As As I Label Shape Label Area 0, 2 1, 3 1, 3 0, 2 C ------------------------------inA2----------------inA4----------inA4-------- TOPCHD RE5 . 5X3 TOPCHD 16 . 50 1 . 5 1 . 5 12 .38 41 . 59 WEBS RE3 .5X3 WEBS 10 . 50 1 . 5 1. 5 7. 88 10 . 72 --------------------------------< Members ------------------------ Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90% Set I :AVM J:AVM I-End J-End Label Length - ----------------------------------------in-------in---------------ft---- 1 1 2 COLUMN 10 . 00 2 3 4 COLUMN 10 . 00 3 2 6 BOTCHD 5 . 00 4 6 8 BOTCHD 6 . 00 5 8 10 BOTCHD 6 . 00 6 10 12 BOTCHD 6 . 00 7 12 4 BOTCHD 5 . 00 8 2 5 TOPCHD PIN 4 .22 9 5 7 TOPCHD 4 .22 10 7 9 TOPCHD 6 .32 11 9 11 TOPCHD PIN 6 . 32 12 11 13 TOPCHD 4 . 22 13 13 4 TOPCHD PIN 4 .22 14 5 6 WEBS PIN PIN 1 . 67 15 6 7 WEBS PIN PIN 4 . 01 16 7 8 WEBS PIN PIN 4 . 01 17 8 9 WEBS PIN PIN 5 . 55 18 9 10 WEBS PIN PIN 5 . 55 19 10 11 WEBS PIN PIN 4 . 01 20 11 12 WEBS PIN PIN 4 . 01 21 12 13 WEBS PIN PIN 1 . 67 --------------------------< AISC,NDS Parameters -------------- Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft------ft----------------------------------- 1 COLUMN 10 . 00 2 COLUMN 10 . 00 3 BOTCHD 5 . 00 4 BOTCHD 6 . 00 5 BOTCHD 6 . 00 6 BOTCHD 6 . 00 7 BOTCHD 5 . 00 8 TOPCHD 4 . 22 9 TOPCHD 4 .22 10 TOPCHD 6 .32 11 TOPCHD 6 . 32 12 TOPCHD 4 . 22 13 TOPCHD 4 . 22 t RISA-2D (R) Version 4 . 01 MC"'2 Engineering Job ## 99122 1235 E. 4th Avenue, Suite 101 Page: 7•* Y Olympia, WA 98506 Date: Popelka pole building File : POPELKA existing structure --------------------------< AISC,NDS Parameters >-----------------_--_-__-__ Section Length Lb-out Lb-in Lcomp K K Cm Cb B Sway Member Set le-out le-in le-bend out in CH o i --- -----ft------ft------ft------ft-------------------------------- 14 WEBS 1 . 67 15 WEBS 4 . 01 16 WEBS 4 . 01 17 WEBS 5 .55 18 WEBS 5 .55 19 WEBS 4 . 01 20 WEBS 4 . 01 21 WEBS 1 . 67 --------------------------< Basic Load Case Data >-----------------------___ ---------------- ----------------------- BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist . --------------------------------------------------------------------- 1 Dead 6 2 Snow 6 3 Wind in 8 4 Wind out 8 Member Distributed Loads, BLC 1 >-----------_--------- ----------- --------- Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------- 8 2 5 UNIFORM 84 . 0000 9 5 7 UNIFORM 84 . 0000 10 7 9 UNIFORM 84 . 0000 11 9 11 UNIFORM 84 . 0000 12 11 13 UNIFORM 84 . 0000 13 13 4 UNIFORM 84 . 0000 Member Distributed Loads, BLC 2 ---------- Joints Load Pattern Pattern Member I J Label Multiplier. ------------------------------------------------------- 8 2 5 UNIFORM 300 . 0000 9 5 7 UNIFORM 300 . 0000 10 7 9 UNIFORM 300 . 0000 11 9 11 UNIFORM 300 . 0000 12 11 13 UNIFORM 300 . 0000 13 13 4 UNIFORM 300 . 0000 Member Distributed Loads, BLC 3 >_______-------------- -------------- Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 8 2 5 WIND 37 . 0000 9 5 7 WIND 37 . 0000 RISA-2D (R) Version 4 . 01 MCA2 Engineering Job : # 912 1235 E. 4th Avenue, Suite 101 Page: Z-+' 7; Olympia, WA 98506 Date: Popelka pole building File : POPELKA existing structure Member Distributed Loads, BLC 3 >---------------______ --------------- Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 10 7 9 WIND 37 . 0000 11 9 11 WIND -85 . 0000 12 11 13 WIND -85 . 0000 13 13 4 WIND -85 . 0000 1 1 2 WIND 98 . 0000 2 3 4 WIND 61 . 0000 Member Distributed Loads, BLC 4 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 8 2 5 WIND -110 . 0000 9 5 7 WIND -110 . 0000 10 7 9 WIND -110 . 0000 11 9 11 WIND -85 . 0000 12 11 13 WIND -85 . 0000 13 13 4 WIND -85 . 0000 1 1 2 WIND 98 . 0000 2 3 4 WIND 61 . 0000 -----------------------------< Load Patterns Pattern Magnitudes Locations Label Dir Start End Start End -------------------K/ft, F----------K/ft, F-----------ft or %-------ft or t--- UNIFORM Y -0 . 001 -0 . 001 0 . 000 0 . 000 WIND X -0 . 001 -0 . 001 0 . 000 0 . 000 Load Combinations RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---------------------------------------------------------------------------- 1 Dead and snow 1 1 2 1 y y 2 Dead, snow, 1/2w in 1 1 2 1 3 0 . 5 y y 3 Dead, snow, 1/2w ou 1 1 2 1 4 0 . 5 y y 4 Dead, 1/2snow,w in 1 1 2 0 . 5 3 1 y y 5 Dead, 1/2snow,w ou 1 1 2 0 . 5 4 1 y y 6 0 . 8Dead,wind in 1 0 . 8 3 1 y y 7 0 . 8Dead,wind out 1 0 . 8 4 1 y y ---------------------------< Envelope Reactions ------------- ----- Joint +------------ Forces -------------+ X lc Y lc Moment lc ------------K-----------------K----------------K-ft------------------------- lU 0 . 65 4 5 . 67 1 5 . 17 7 L -0 . 51 7 0 .40 7 -1 . 39 4 RISA-2D (R) Version 4 . 01 MC�2 Engineering Job # 99 1235 E. 4th Avenue, Suite 101 Page : Pi� Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure Envelope Reactions >-----------_____-_----_____ ---------- ----------- - ---- Joint +------------ Forces -------------+ X lc Y lc Moment lc ------------K-----------------K----------------K-ft------------------------- 3U 0 .31 6 5 . 96 3 6 . 05 5 L -0 . 85 5 1. 08 6 -0 . 51 6 Tot : 9U 0 . 88 4 11. 33 1 L -1.29 5 1 . 98 6 ------------------------< Envelope Section Forces >------- _------__------------ ------- - -------- Section Memb Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 1 1 U 5 . 67 1 0. 51 7 5 . 17 7 L 0 .40 7 -0 . 65 4 -1.39 4 2 U 5 . 67 1 0 .76 7 3 . 58 7 L 0 .40 7 -0 .40 4 -0 . 21 1 3 U 5 . 67 1 1 . 00 7 1 .48 5 L 0 .40 7 -0 .20 2 0 .22 1 4 U 5 . 67 1 1.25 7 0 . 81 2 L 0 .40 7 -0 . 17 1 -1 .42 7 5 U 5 .67 1 1.49 7 1 . 08 1 L 0 .40 7 -0 . 17 1 -4 . 84 7 ---------------------------------------------------------------------------- 2 1 U 5 . 96 3 'I'0q*A P 0 . 85 5 _ __ ✓ M L 1 . 08 66 -0 . 31 6 -0 . 51 6 2 U 5 . 96 3 1. 00 5 3 . 73 5 L 1 . 08 6 -0 . 16 6 0 . 07 6 3 U 5 . 96 3 1 . 16 5 1 . 12 7 L 1 . 08 6 0 . 00 6 -0 .22 1 4 U 5 . 96 3 1 .31 5 0 . 09 6 L 1 . 08 6 0 . 15 6 -2 . 06 5 5 U 5 . 96 3 1.46 5 -0 .48 6 L 1 . 08 6 0 . 17 1 -5 . 52 5 ---------------------------------------------------------------------------- 3 1 U -2 . 85 6 0 .39 1 1 . 08 1 L -14 . 57 3 -1 . 15 7 -4 . 84 7 2 U -2 . 85 6 0 .39 1 0 . 59 1 L -14 . 57 3 -1 . 15 7 -3 .40 7 3 U -2 . 85 6 0 .39 1 0 . 10 1 L -14 . 57 3 -1. 15 7 -1 . 96 7 4 U -2 . 85 6 0 . 39 1 -0 . 11 6 L -14 . 57 3 -1 . 15 7 -0 . 70 5 5 U -2 . 85 6 0 . 39 1 0 . 91 7 L -14 . 57 3 -1 . 15 7 -0 . 88 1 ---------------------------------------------------------------------------- 4 1 U -2 . 58 6 0 . 21 7 0 . 91 7 L -12 . 53 3 -0 . 15 1 -0 . 88 1 2 U -2 . 58 6 0 .21 7 0 . 60 7 L -12 . 53 3 -0 . 15 1 -0 . 65 1 t RISA-2D (R) Version 4 . 01 MCA2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page: Wo g/ Olympia, WA 98506 Date: Popelka pole building File: POPELKA existing structure Envelope Section Forces >--------------------_---- ---------- -------------------- ---- Section Memb Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 3 U -2 . 58 6 0 . 21 7 0 .29 7 L -12 . 53 3 -0 . 15 1 -0 .42 1 4 U -2 . 58 6 0 .21 7 -0 . 03 7 L -12 . 53 3 -0 . 15 1 -0 . 18 1 5 U -2 . 58 6 0 .21 7 0 . 05 1 L -12 . 53 3 -0 . 15 1 -0 . 34 7 ---------------------------------------------------------------------------- 5 1 U -1 .43 7 0 . 00 1 0 . 05 1 L -8 .38 2 -0 . 11 7 -0 .34 7 2 U -1 .43 7 0 . 00 1 0 . 05 1 L -8 . 38 2 -0 . 11 7 -0 . 17 7' 3 U -1 .43 7 0 . 00 1 0 . 05 1 L -8 .38 2 -0 . 11 7 0 . 00 6 4 U -1 .43 7 0 . 00 1 0 .20 5 L -8 .38 2 -0 . 11 7 0 . 02 6 5 U -1 .43 7 0 . 00 1 0 . 37 5 L -8 .38 2 -0 . 11 7 0 . 03 6 ---------------------------------------------------------------------------- 6 1 U -0 . 86 7 0 .32 5 0 . 37 5 L -11 . 95 2 0 . 04 6 0 . 03 6 2 U -0 . 86 7 0 .32 5 -0 . 03 6 L -11 . 95 2 0 . 04 6 -0 . 19 3 3 U -0 . 86 7 0 . 32 5 -0 . 09 6 L -11 . 95 2 0 . 04 6 -0 . 60 5 4 U -0 . 86 7 0 .32 5 -0 . 15 6 L -11 . 95 2 0 . 04 6 -1 . 09 5 5 U -0 . 86 7 0 . 32 5 -0 .21 6 L -1.1 . 95 2 0 . 04 6 -1 . 57 5 ---------------------------------------------------------------------------- 7 1 U 0 . 55 7 -0 . 14 6 -0 .21 6 L -13 . 04 1 -1 .42 5 -1 . 57 5 2 U 0 .55 7 -0 . 14 6 0 . 37 7 L -13 . 04 1 -1 .42 5 -0 . 39 1 3 U 0 . 55 7 -0 . 14 6 1 . 97 5 L -13 . 04 1 -1 .42 5 0 . 10 1 4 U 0 . 55 7 -0 . 14 6 3 . 75 5 L -13 . 04 1 -1.42 5 0 . 31 6 5 U 0 . 55 7 -0 .14 6 5 . 52 5 L -13 . 04 1 -1.42 5 0 .48 6 ---------------------------------------------------------------------------- 8 1 U 15 . 03 3 0 . 88 3 0 . 00 1 L 2 . 62 6 0 . 13 6 0 . 00 1 2 U 14 . 95 3 0 .48 3 -0 . 11 6 L 2 . 56 6 0 . 07 6 -0 . 72 3 3 U 14 . 88 3 0 . 08 3 -0 . 15 6 L 2 . 50 6 0 . 02 6 -1 . 01 3 RISA-2D (R) Version 4 . 01 MC�2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page: 'M'►Y Olympia, WA 98506 Date : Popelka pole building File: POPELKA existing structure Envelope Section Forces Section Memb Axial lc Shear lc Moment lc ------ -------K------------------K-----------------K-ft-------- ---------- 4 U 14 . 81 3 -0 . 04 6 -0 . 14 6 L 2 .44 6 -0 . 32 3 -0 . 88 3 5 U 14 . 73 3 -0 . 09 6 -0 . 08 6 L 2 .38 6 -0 . 73 3 -0 . 33 3 -------------------------------------------------------- 9 1 U 14 .35 3 0 .43 3 -0 . 08 6 L 2 . 33 6 0 . 05 6 -0 .33 3 2 U 14 .28 3 0 . 04 1 -0 . 10 6 L 2 .27 6 -0 . 03 7 -0 . 57 3 3 U 14 .20 3 -0 . 06 6 -0 . 07 6 L 2 .21 6 -0 . 38 3 -0 . 38 3 4 U 14 . 13 3 -0 .11 6 0 .23 3 L 2 . 15 6 -0 . 78 3 0 . 02 6 5 U 14 . 06 3 -0 . 17 6 1 .26 3 L 2 . 09 6 -1. 18 3 0 . 17 6 ----------------------------------------------------- 10 1 U 10 . 68 1 1.41 3 1 . 26 3 L 1 . 61 6 0 . 19 6 0 . 17 6 2 U 10 .49 1 0 . 80 3 -0 . 07 6 L 1 . 52 6 0 . 11 6 -0 .48 3 3 U 10 .35 3 0 .20 3 -0 . 18 6 L 1 .44 6 0 . 03 6 -1. 28 3 4 U 10 .24 3 -0 . 06 6 -0 . 15 6 L 1 . 35 6 -0 .40 3 -1 . 12 3 5 U 10 . 13 3 -0 . 14 6 0 . 00 2 L 1 .26 6 - 1. 01 3 0 . 00 1 ------------------------------------------------------------------- 11 1 U 9 . 91 1 0 .96 1 0 . 00 1 L 1 . 17 6 0 . 10 6 0 . 00 1 2 U 10 . 10 1 0 . 39 1 -0 . 11 6 L 1 . 33 6 0 . 04 6 -1. 07 1 3 U 10 . 33 3 -0 . 01 7 -0 . 13 6 L 1 . 50 6 -0 . 19 1 -1 .22 1 4 U 10 . 59 3 -0 . 07 7 -0 . 05 6 L 1 . 66 6 -0 . 77 1 -0 .47 1 5 U 10 . 84 3 -0 . 13 7 1 . 20 1 L 1. 82 6 -1 . 34 1 0 . 09 7 ---------------------------------------------------------------------------- 12 1 U 12 . 80 1 1 . 11 1 1 . 20 1 L -0 . 02 7 0 . 07 7 0 . 09 7 2 U 12 . 93 1 0 . 73 1 0 . 23 1 L 0 . 09 7 0 . 04 7 0 . 01 6 3 U 13 . 05 1 0 . 34 1 0 . 01 7 L 0 . 20 7 0 . 00 7 -0 . 34 2 4 U 13 . 18 1 0 . 00 6 0 . 04 7 L 0 .31 7 -0 . 06 5 -0 . 50 1 � RISA-2D (R) Version 4 . 01 MC" Engineering Job # 99122�) 1235 E. 4th Avenue, Suite 101 Page: /Z� 9d Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure Envelope Section Forces >----------------_--- -------- ---------------- - ----- Section Memb Axial lc Shear lc Moment lc ------ -------K------------------K-----------------K-ft----------------- 5 U 13 .31 1 -0 . 03 6 0 . 10 7 L 0 .41 7 -0 .43 3 -0 .27 2 ------------------------------------------------------------------ 13 1 U 13 . 69 1 0 . 71 1 0 . 10 7 L 0 .47 7 0 . 06 6 -0 .27 2 2 U 13 . 82 1 0 . 33 3 0 . 02 7 L 0 . 58 7 0 . 02 6 -0 . 80 1 3 U 13 . 96 2 0 . 02 7 -0 . 03 7 L 0 . 69 7 -0 . 06 2 -0 . 94 1 4 U 14 . 13 2 -0 . 01 7 -0 . 04 7 L 6 . 80 7 -0 .45 1 -0 . 67 1 5 U 14 .30 2 -0 . 05 7 0 . 00 1 L 0 . 90 7 -0 . 83 1 0 . 00 4 ------------------------------------------------------------------------- 14 1 U 1 .22 3 0 . 00 1 0 . 00 1 L 0 . 15 6 0 . 00 1 0 . 00 1 2 U 1.22 3 0 . 00 1 0 . 00 1 L 0 . 15 6 0 . 00 1 0 . 00 1 3 U 1 .22 3 0 . 00 1 0 . 00 1 L 0 . 15 6 0 . 00 1 0 . 00 1 4 U 1 . 22 3 0 . 00 1 0 . 00 1 L 0 . 15 6 0 . 00 1 0 . 00 1 5 U 1 .22 3 0 . 00 1 0 . 00 1 L 0 . 15 6 0 . 00 1 0 . 00 1 ------------------------------------------------------------------- 15 1 U -0 .24 6 0 . 00 1 0 . 00 1 L -2 . 62 5 0 . 00 1 0 . 00 1 2 U -0 .24 6 0 . 00 1 0 . 00 1 L -2 . 62 5 0 . 00 1 0 . 00 1 3 U -0 . 24 6 0 . 00 1 0 . 00 1 L -2 . 62 5 0 . 00 1 0 . 00 1 4 U -0 . 24 6 0 . 00 1 0 . 00 1 L -2 . 62 5 0 . 00 1 0 . 00 1 5 U -0 .24 6 0 . 00 1 0 . 00 1 L -2 . 62 5 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 16 1 U 3 . 78 3 0 . 00 1 0 . 00 1 L 0 . 52 6 0 . 00 1 0 . 00 1 2 U 3 . 78 3 0 . 00 1 0 . 00 1 L 0 . 52 6 0 . 00 1 0 . 00 1 3 U 3 . 78 3 0 . 00 1 0 . 00 1 L 0 . 52 6 0 . 00 1 0 . 00 1 4 U 3 . 78 3 0 . 00 1 0 . 00 1 L 0 . 52 6 0 . 00 1 0 . 00 1 5 U 3 . 78 3 0 . 00 1 0 . 00 1 L 0 . 52 6 0 . 00 1 0 . 00 1 RISA-2D (R) Version 4 . 01 MCA2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page : ��✓ Olympia, WA 98506 Date : File : POPELKA Popelka pole building existing structure Envelope Section Forces >------------__----------- ---------- ------------ ----------- Section Memb Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ --------------------------------------------------------------------------- 17 1 U -0 .41 6 0 . 00 1 0 . 00 1 L -2 . 96 3 0 . 00 1 0 . 00 1 2 U -0 .41 6 0 . 00 1 0 . 00 1 L -2 . 96 3 0 . 00 1 0 . 00 1 3 U -0 .41 6 0 . 00 1 0 . 00 1 L -2 . 96 3 0 . 00 1 0 . 00 1 4 U -0 .41 6 0 . 00 1 0 . 00 1 L -2 . 96 3 0 . 00 1 0 . 00 1 5 U -0 .41 6 0 . 00 1 0 . 00 1 L -2 . 96 3 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 18 1 U 0 . 10 7 0 . 00 1 0 . 00 1 L -2 . 64 1 0 . 00 1 0 . 00 1 2 U 0 . 10 7 0 . 00 1 0 . 00 1 L -2 . 64 1 0 . 00 1 0 . 00 1 3 U 0 . 10 7 0 . 00 1 0 . 00 1 L -2 . 64 1 0 . 00 1 0 . 00 1 4 U 0 . 10 7 0 . 00 1 0 . 00 1 L -2 . 64 1 0 . 00 1 0 . 00 1 5 U 0 . 10 7 0 . 00 1 0 . 00 1 L -2 . 64 1 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 19 1 U 3 . 11 1 0 . 00 1 0 . 00 1 L -0 . 69 7 0 . 00 1 0 . 00 1 2 U 3 . 11 1 0 . 00 1 0 . 00 1 L -0 . 69 7 0 . 00 1 0 . 00 1 3 U 3 . 11 1 0 . 00 1 0 . 00 1 L -0 . 69 7 0 . 00 1 0 . 00 1 4 U 3 . 11 1 0 . 00 1 0 . 00 1 L -0 . 69 7 0 . 00 1 0 . 00 1 5 U 3 . 11 1 0 . 00 1 0 . 00 1 L -0 . 69 7 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- 20 1 U 2 . 03 7 0 . 00 1 0 . 00 1 L -0 . 62 1 0 . 00 1 0 . 00 1 2 U 2 . 03 7 0 . 00 1 0 . 00 1 L -0 . 62 1 0 . 00 1 0 . 00 1 3 U 2 . 03 7 0 . 00 1 0 . 00 1 L -0 . 62 1 0 . 00 1 0 . 00 1 4 U 2 . 03 7 0 . 00 1 0 . 00 1 L -0 . 62 1 0 . 00 1 0 . 00 1 5 U 2 . 03 7 0 . 00 1 0 . 00 1 L -0 . 62 1 0 . 00 1 0 . 00 1 ---------------------------------------------------------------------------- APP-2 -1 99 �G•0LJ nnc SQUARED, INC. Job:----------- - - `OLYMPIA, WASHINGTON 98506 (300)754-9330 Post-it'Fax Note 7671 DamAc pages FAX(360)353•2044 To From rick _ 2wwAW )F co./Dept. Co. "'--- pft r 49 Phone# Phone• 70 S Fax p Fax k d410 REVISED STRUCTURAL DETAIL _. FOR POPELKA POLE BUILDING PROJECT#99122-A i I s i MC SQUARED,INC BY i PATRICK RHOADS REVIEWED AND STAMPED- BY HAROLD HAHNENKRATT,P.E. L 7/lp i � II i Y I � a I i ���rilrr�s I i I "`r raw" • ;!« •e ra�Rr wlwRjil/ I I i i i fZI �'-mt�r+►v I ��+. ,yadrs M �Zft.w rf itMs� j ,►a,�rr� i i woo Sa�� Ar 4AU#rlor� p4i+rkxa0 -� i ate__: �� i � �� �. _ .`� _i•._ _.-�. _._��_ '-T � _-. l_��-r Ra+ CW �s TYPjagW s 6 �• os. germ, t j I ��w.�6o�► HZ.S CLtP a iA RAPM To T�@�79ri �,CiN�►► X R�It.K��li POW %XpJrer A4rrjr" S'rr/ ALMW A&&*044 PRE-" bft Tsusa )z 4 a.L. 1 � Hrn'- -19tiy 16:��1 MC SQUARED I NC. 360 3522044 P.L-14/04 MC SQUARED, INC. Job: _ " OLYMPIA,WASHINGTON 98506 (360)7"338 Date:.._-___-----------------_____By: FAX(360)352-2044 Sheet: --- --------— ---- Page _of Scope: Provide revised stiuctural detail 1a and lb for Popelka pole building. Revision allows sheathing on top of roof purlins. i Parameters: See previous. I i 1 TOTAL P.04 ..... 3,� � Pwrwoop S y���r rhArA� R�IrV4 � I I I t . I (5) *$A 114� �JCIST/N WOOD sGRdW-C, zKb pvW,+AoCS r SICP ptAA; VIC- •Z'�o�"�' uow .S4,IMTMw4 poovior (Z) fir"Dow or eomrsr .4000iris 08� Taws • l?.ie.►. g,�c+r�alr Sc,Rsw�w4 r (Z) yr Q�I1ot D81. Tali • /.2 .w�. of d/NiP 140NIfr�✓ft z/N � � L ----------- woo $�I�IY✓1 wT cvcp��evl PLyWavO ,%440 . jy �b 4 • p� +oSB SNFATNIA016, S� iZ � GD�C Pam. LAID S 6"rc. TN N Zb Fi*r Bak AAA- zr liRr inrry Cowr yns✓vvaarefD tNyATN��✓� pw101i �L Ai?d� i+a�RiZ / a�"��• 7-�`"'.+nr. �o G„rb post ✓o f/ ��� /� ri1LN ACM! I MC SQUARED, INC. Job: OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 (" Sheet: Page of 3V - - � t x � f t : t i ' 1 l i t f 1 « pp2 { ' t — _. I 1 s s f i I A I— # r —y- x E ` t i - A. i 1 RISA-2D (R) Version 4 . 01 MC""2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101Page : Olympia, WA 98506 Date: Popelka pole building File: POPELKA existing structure ------------------------< Envelope Section Forces Section Memb Axial lc Shear lc Moment lc ---21 l U-------K--1 .19-----1-----------K--0 . 00-----1----------K-ft 0 . 00-----1---------- L 0 . 10 6 0 . 00 1 0 . 00 1 2 U 1 . 19 1 0 . 00 1 0 . 00 1 L 0 . 10 6 0 . 00 1 0 . 00 1 3 U 1 . 19 1 0 . 00 1 0 . 00 1 L 0 . 10 6 0 . 00 1 0 . 00 1 4 U 1 . 19 1 0 . 00 1 0 . 00 1 L 0 . 10 6 0 . 00 1 0 . 00 1 5 U 1 . 19 1 0 . 00 1 0 . 00 1 L 0 . 10 6 0 . 00 1 0 . 00 1 ----------------------------------------------------------- RISA-2D (R) Version 4 . 01 MC^2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page: /6w Y Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure ------------------ ---------_____----< Reactionsf C 3 . : Dead, snow, 1/2w ou =---------------- Joint +- --- Forces --- -- --- ------------ No X Y Mz -------------K----------- -K-------------K-ft------------------------------ 1 -0 . 10 5 . 37 2 . 00 3 -0 . 54 5 . 96 3 .46 Totals : -0 . 64 11 .33 Center of Gravity Coords (X,Y, Z) (ft) 14 . 145, 12 .330, 0 . 000 _---------__< Member Section Forces, LC 3 : Dead, snow, 1/2w ou Member Joints Section I - J Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- 1 1- 2 1 5 .37 0 . 10 2 . 00 2- 5 . 37 0 . 22 1. 60 3 5 .37 0 . 34 0 . 90 4 5 .37 0 .47 -0 . 12 5 5 .37 0 . 59 -1 .44 ---------------------------------------------------------------------------- 2 3- 4 1 5 . 96 0 . 54 3 .46 2 5 . 96 0 . 62 2 . 01 3 5 . 96 0 . 70 0 .36 4 5 . 96 0 . 77 -1.48 5 5 . 96 0 . 85 -3 . 51 ---------------------------------------------------------------------------- 3 2- 6 1 -14 .57 -0 .22 -1 .44 2 -14 . 57 -0 .22 -1 . 16 3 -14 . 57 -0 .22 -0 . 89 4 -14 . 57 -0 . 22 -0 . 62 5 -14 . 57 -0 .22 -0 . 35 ---------------------------------------------------------------------------- 4 6- 8 1 -12 .53 -0 . 04 -0 .35 2 -12 . 53 -0 . 04 -0 . 29 3 -12 .53 -0 . 04 -0 . 24 4 -12 .53 -0 . 04 -0 . 18 5 -12 .53 -0 . 04 -0 . 13 ---------------------------------------------------------------------------- 5 8- 10 1 -8 . 11 -0 . 06 -0 . 13 2 -8 . 11 -0 . 06 -0 . 04 3 -8 . 11 -0 . 06 0 . 04 4 -8 . 11 -0 . 06 0 . 13 5 -8 . 11 -0 . 06 0 . 22 ---------------------------------------------------------------------------- 6 10- 12 1 -11 . 25 0 . 27 0 . 22 2 -11 . 25 0 . 27 -0 . 19 3 -11 . 25 0 . 27 -0 . 59 4 -11 . 25 0 . 27 -0 . 99 5 -11 . 25 0 .27 -1 .40 ---------------------------------------------------------------------------- 7 12- 4 1 -11 . 62 -0 . 98 -1 .40 RISA-2D (R) Version 4 . 01 MCA Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page : tb.r 3^ Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure _---- __< Member Section Forces, LC 3 : Dead, snow, 1/2w ou Member Joints Section I - J Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- 2 -11. 62 -0 . 98 -0 . 17 3 -11 . 62 -0 . 98 1 . 06 4 -11 . 62 -0 . 98 2 .28 5 -11 . 62 -0 . 98 3 . 51 ---------------------------------------------------------------------------- 8 2- 5 1 15 . 03 0 . 88 0 . 00 2 14 . 95 0 .48 -0 . 72 3 14 . 88 0 . 08 -1 . 01 4 14 . 81 -0 .32 -0 . 88 5 _ 14 . 73 -0 . 73 -0 . 33 ---------------------------------------------------------------------------- 9 5- 7 1 14 .35 0 .43 -0 .33 2 14 .28 0 . 02 -0 . 57 3 14 . 20 -0 .38 -0 .38 4 14 . 13 -0 . 78 0 .23 5 14 . 06 -1. 18 1 . 26 ---------------------------------------------------------------------------- 10 7- 9 1 10 .57 1 .41 1 .26 2 10 .46 0 . 80 -0 .48 3 10 . 35 0 . 20 -1 .28 4 10 .24 -0 .40 -1 . 12 5 10 . 13 -1 . 01 0 . 00 ---------------------------------------------------------------------------- 11 9- 11 1 9 . 82 0 . 93 0 . 00 2 10 . 07 0 .38 -1 . 03 3 10 .33 -0 . 18 -1 . 19 4 10 .59 -0 . 73 -0 .46 5 10 . 84 -1 . 29 1 . 14 ---------------------------------------------------------------------------- 12 11- 13 1 11 . 67 1 . 05 1 . 14 2 11 . 84 0 . 68 0 . 22 3 12 . 01 0 .31 -0 . 30 4 12 . 18 -0 . 06 -0 .44 5 12 . 35 -0 .43 -0 . 18 ---------------------------------------------------------------------------- 13 13- 4 1 12 . 73 0 . 70 -0 . 18 2 12 . 90 0 .33 -0 . 72 3 13 . 07 -0 . 04 -0 . 87 4 13 .24 -0 .41 -0 . 63 5 13 .41 -0 . 78 0 . 00 ---------------------------------------------------------------------------- 14 5- 6 1 1. 22 0 . 00 0 . 00 2 1 . 22 0 . 00 0 . 00 3 1. 22 0 . 00 0 . 00 4 1 . 22 0 . 00 0 . 00 5 1 . 22 0 . 00 0 . 00 I RISA-2D (R) Version 4 . 01 MC"2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page : f7ow36 Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure _----- __< Member Section Forces, LC 3 : Dead, snow, 1/2w ou Member Joints Section I - J Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- ---------------------------------------------------------------------------- 15 6- 7 1 -1. 74 0 . 00 0 . 00 2 -1 . 74 0 . 00 0 . 00 3 -1 . 74 0 . 00 0 . 00 4 -1 . 74 0 . 00 0 . 00 5 -1 . 74 0 . 00 0 . 00 ---------------------------------------------------------------------------- 16 7- 8 1 3 . 78 0 . 00 0 . 00 2 3 . 78 0 . 00 0 . 00 3 3 . 78 0 . 00 0 . 00 4 -- 3 . 78 0 . 00 0 . 00 5 3 . 78 0 . 00 0 . 00 ---------------------------------------------------------------------------- 17 8- 9 1 -2 . 96 0 . 00 0 . 00 2 -2 . 96 0 . 00 0 . 00 3 -2 . 96 0 . 00 0 . 00 4 -2 . 96 0 . 00 0 . 00 5 -2 . 96 0 . 00 0 . 00 ---------------------------------- 18 9- 10 1 -2 .36 0 . 00 0 . 00 2 -2 . 36 0 . 00 0 . 00 3 -2 .36 0 . 00 0 . 00 4 -2 .36 0 . 00 0 . 00 5 -2 .36 0 . 00 0 . 00 ---------------------------------------------------------------------------- 19 10- 11 1 2 .49 0 . 00 0 . 00 2 2 .49 . 0 . 00 0 . 00 3 2 .49 0 . 00 0 . 00 4 2 .49 0 . 00 0 . 00 5 2 .49 0 . 00 0 . 00 ---------------------------------------------------------------------------- 20 11- 12 1 0 .45 0 . 00 0 . 00 2 0 .45 0 . 00 0 . 00 3 0 .45 0 . 00 0 . 00 4 0 .45 0 . 00 0 . 00 5 0 .45 0 . 00 0 . 00 ---------------------------------------------------------------------------- 21 12- 13 1 1 . 19 0 . 00 0 . 00 2 1 . 19 0 . 00 0 . 00 3 1 . 19 0 . 00 0 . 00 4 1 . 19 0 . 00 0 . 00 5 1 . 19 0 . 00 0 . 00 ---------------------------------------------------------------------------- I� RISA-2D (R) Version 4 . 01 MC�2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page : Mr jG Olympia, WA 98506 Date : Popelka pole building File: P ELKA existing structure Reacti s, LC 5 Dead, l/2snow,w o Joint =______----------- +--------- Forces ------ No X Y Mz ---- --------K--------------K-------------K-ft--------------------------- 1 -0 .44 2 . 86 4 . 89 3 -0 . 85 4 . 05 6 . 05 Totals : -1 .29 6 . 91 Center of Gravity Coords (X,Y, Z) (ft) 14 . 145, 12 . 335, 0 . 000 _------- __< Member Section Forces, LC 5 : Dead, 1/2snow,w ou Member Joints Section I - J Axial Shear Moment ------ ----------K--------------K-------------K-ft--------------- 1 1- 2 1 2 . 86 0 .44 4 . 89 2 2 . 86 0 . 68 3 .49 3 2 . 86 0 . 93 1 .48 4 2 . 86 1 . 17 -1 . 14 5 2 . 86 1 .42 -4 .37 ----------------------------------------------- 2 3- 4 1 ; 4 . 05 0 . 85 6 . 05 2 4 . 05 1. 00 3 . 73 3 4 . 05 1. 16 1 . 03 4 4 . 05 1 .31 -2 . 06 5 4 . 05 1 .46 _5 , 52 ------------------------------------------------------------------- 3 2- 6 1 -11. 00 -0 . 98 -4 . 37 2 -11 . 00 -0 . 98 -3 . 15 3 -11. 00 -0 . 98 -1 . 92 4 -11 . 00 -0 . 98 -0 . 70 5 -11 . 00 -0 . 98 0 . 53 --------------------------------------------------------------------- 4 6- 8 1 -8 . 58 0 . 14 0 . 53 2 -8 . 58 0 . 14 0 .32 3 -8 . 58 0 . 14 0 . 11 4 -8 . 58 0 . 14 -0 . 11 5 -8 . 58 0 . 14 -0 . 32 ------------------------------------------- 5 8- 10 1 -4 . 95 -0 . 11 -0 . 32 2 -4 . 95 -0 . 11 -0 . 15 3 -4 . 95 -0 . 11 0 . 02 4 -4 . 95 -0 . 11 0 .20 5 -4 . 95 -0 . 11 0 . 37 ---------------------------------------------------------------------------- 6 10- 12 1 -6 . 01 0 .32 0 . 37 2 -6 . 01 0 . 32 -0 . 12 3 -6 . 01 0 . 32 -0 . 60 4 -6 . 01 0 . 32 -1 . 09 5 -6 . 01 0 . 32 -1 . 57 ---------------------------------------------------------------------------- 7 12- 4 1 -5 . 12 -1 .42 -1 . 57 I i I i RISA-2D (R) Version 4 . 01 MCA2 Engineering Job # 9912 1235 E. 4th Avenue, Suite 101 Page : �9 Olympia, WA 98506 Date: Popelka pole building File : POPELKA existing structure _-------- __< Member Section Forces, LC 5 : Dead, 1/2snow,w ou Member Joints Section I - J Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- 2 -5. 12 -1 .42 0 . 20 3 -5 . 12 -1 .42 1 . 97 4 -5 . 12 -1 .42 3 . 75 5 -5 . 12 -1 .42 5 . 52 ---------------------------------------------------------------------------- 8 2- 5 1 10 .31 0 . 61 0 . 00 2 10 . 34 0 .34 -0 . 50 3 10 . 37 0 . 07 -0 . 72 4 10 .40 -0 . 20 -0 . 66 5 10 .43 -0 .47 -0 .31 ---------------------=------------------------------------------------------ 9 5- 7 1 10 . 19 0 .26 -0 . 31 2 10 .22 -0 . 01 -0 .44 3 10 .25 -0 . 28 -0 .29 4 10 .29 -0 . 55 0 . 15 5 10 .32 -0 . 82 0 . 87 ---------------------------------------------------------------------------- 10 7- 9 1 6 .30 0 . 95 . 0 . 87 2 6 .35 0 . 54 -0 .31 3 6 .39 0 . 14 -0 . 85 4 6 .44 -0 .27 -0 . 75 5 6 .49 -0 . 67 0 . 00 ------------------------------ 11 9- 11 1 5 . 85 0 . 52 0 . 00 2 6 . 10 0 . 21 -0 . 58 3 6 .34 -0 . 10 -0 . 67 4 6 . 59 -0 .41 -0 .27 5 6 . 83 -0 . 71 0 . 61 -------------------------------------------------------------- -------------- 12 11- 13 1 5 . 54 0 . 56 0 . 61 2 5 . 71 0 .35 0 . 13 3 5 . 87 0 . 15 -0 . 13 4 6 . 03 -0 . 06 -0 . 18 5 6 . 19 -0 .26 -0 . 01 f ---------------------------------------------------------------------------- 13 13- 4 1 6 .42 0 .41 -0 . 01 2 6 . 58 0 .20 -0 . 33 3 6 . 75 0 . 00 -0 .44 4 6 . 91 -0 . 21 -0 .33 5 7 . 07 -0 .41 0 . 00 ---------------------------------------------------------------------------- 14 5- 6 1 0 . 77 0 . 00 0 . 00 2 0 . 77 0 . 00 0 . 00 3 0 . 77 0 . 00 0 . 00 4 0 . 77 0 . 00 0 . 00 5 0 . 77 0 . 00 0 . 00 E ' RISA-2D (R) Version 4 . 01 MC�2 Engineering Job # 99122 1235 E. 4th Avenue, Suite 101 Page: 7,w- 7a Olympia, WA 98506 Date : Popelka pole building File : POPELKA existing structure Member Section Forces, LC 5 : Dead, 1/2snow,w ou Member Joints Section I - J Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- ------------------------------------------------ 15 6- 7 1 -2 . 62 0 . 00 0 . 00 2 -2 . 62 0 . 00 0 . 00 3 -2 . 62 0 . 00 0 . 00 4 -2 . 62 0 . 00 0 . 00 5 -2 . 62 0 . 00 0 . 00 ------------------------------------------------------------------- 16 7- 8 1 3 .23 0 . 00 0 . 00 2 3 . 23 0 . 00 0 . 00 3 3 .23 0 . 00 0 . 00 4 3 .23 0 . 00 0 . 00 5 3 . 23 0 . 00 0 . 00 ----------------------------------------------------------------------- 17 8- 9 1 -2 . 25 0 . 00 0 . 00 2 -2 .25 0 . 00 0 . 00 3 -2 .25 0 . 00 0 . 00 4 -2 .25 0 . 00 0 . 00 5 -2 .25 0 . 00 0 . 00 ------------------------------------------------------------------------ 18 9- 10 1 -1. 04 0 . 00 0 . 00 2 -1. 04 0 . 00 0 . 00 3 -1 . 04 0 . 00 0 . 00 4 -1 . 04 0 . 00 0 . 00 5 -1 . 04 0 . 00 0 . 00 ---------------------------------------------------------------------------- 19 10- 11 1 0 . 66 0 . 00 0 . 00 2 0 . 66 0 . 00 0 . 00 3 0 . 66 0 . 00 0 . 00 4 0 . 66 0 . 00 0 . 00 5 0 . 66 0 . 00 0 . 00 ---------------------------------------------------------------------------- 20 11- 12 1 1 . 76 0 . 00 0 . 00 2 1 . 76 0 . 00 0 . 00 3 1 . 76 0 . 00 0 . 00 4 1 . 76 0 . 00 0 . 00 5 1 . 76 0 . 00 0 . 00 ---------------------------------------------------------------------------- 21 12- 13 1 0 . 71 0 . 00 0 . 00 2 0 . 71 0 . 00 0 . 00 3 0 . 71 0 . 00 0 . 00 4 0 . 71 0 . 00 0 . 00 5 0 . 71 0 . 00 0 . 00 ---------------------------------------------------------------------------- MC SQUARED, INC. Job: Room a.., g►,�.Iy..►� j�� OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: By: FAX(360)352-2044 Sheet: Page RV of t - ir } ------------- I ' E ; - ; t 1 t � _ -T- 1 _ ...._. _ - i t i 1 E f 1 -r- \ .... _ _ j s £ t t 3 �44) As - R 1e < 1 7-1 1 } e vc i I I I I ( I AC SQUARED, INC. Job: f?a� Rle a,..0.0r *-"izz OLYMPIAD WASHINGTON 98506 (360)754-9339 Date: By: Awed , FAX(360)352-2044 Sheet: Page.:?.e—of i 40 Apr i - - - -- -- -- r ;---- -}----�- -- I ro -�-! -= -- : } — ! * ±1177, t _. is 10 4 I t j 4 1 t _ _ r, ,. AAAF ._ . i f , yy • 1g4TTC�✓ .__.rv ._..-,IN._l�•�R.a_. _R���/I�� _S��q�Ltt�_�pX�lft'_�._ l__ ._ E t : a + i + t i i 1 1 i I I I I MC SQUARED, INC. Job: �� �►� 22 OLYMPIA,WASHINGTON 98506 (360)754-9339 Date: By: OP FAX(360)352-2044 CSheet: Page_3 of_5. I t — + � 1 1 - e I • , I i f t t__ i ,41 I J I i Tanz t �- Olt!AV .' 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