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COM2006-00039 Final Samoan Gazebo House - COM Permit / Conditions - 5/25/2006
n n 9 Cd4MTE MECHANICAL MANUFACTURED HOME c N O Data rn ""no$ISetback* pas Piping By Ribbons 0 O interior Date By Interior-Date By Date By = W Exterior Data By Exiarior•Date B Set- 0 up -'1 Point Load I Isolated Footings INSULATION Date By m Data By BGDat I SLAB INSULATION By FIRE DEPARTMENT C Foundation Wails Floors Date SY CO) Date By Data By DECKS = FRAMIKUMsy l:LSt- Waba Date By X Date W( By.(S Date gy PROPANE TANKS i PLUMBING vau t Date By p Date By OTHER rn r Groundwork Attic D ' Type: j Date By Date By Date By DRYWALL Type: n D.W.V Int Brace Wall Date By 3 Date By Data By FINAL INSECTION CD Water L1oe Fire Sapsnrtion C Data By Date By Date 697©I k By y/ O O Pass or Request Inspect. w Type of Insp. 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CD c 6 a � � CD cn m 3 3 (D o o m (D a � Sa as c- v m vm >. m N �, cn - cn :3 cn g o ;r CDm CZo g 3 c , 0 0 v cn CD 0 = v R� 5' m $ x c CD Sl CL CD o rn ni m ° p a) M o CD_ moo. CD v, Q A v N � 0 N 0 N O N 3 7 ~ S N (D PL .D CD Cr (D (D O a O N N (p N N X CDp, 0 0 y O CD ,..�, �. $ ca cm v n A p cn p (D � � (n LU a) (D O_ O n - > O' M 7 7C p N 0- m c CL -, (n C& o O O O cn d C: Q Q � D N >N > (D "O 3 cD 0 O O 'O O < O (D 3 -� CAD OD Q CD N C O cn 0 CD a)CL W cn CD 0 v (D o D o a) m 3 cD A 0o (D ` N o 03 'c p (D Ln > >_ m p G 7 c N C CD O O tG O ;r Engineering 3525 Surrey Ct SE, Port Orchard, WA 98366 Phone: (360) 871-8660 Fax: (360)871-8660 ' July 23, 2006 E-mail richard.rock(c-wavecable com To: Mason County Building Department 16 5 Jonathan Katz, Zion's Camp Recreational Property � ��p s'aNnl. Subject: Pe&Taif1#QXvv20Q&00w9EXPIRES 01"09_ Ref (1) Structural Analysis of Samoan Hut by Rock Engineering dtd 20May2005 On July 211 inspected the modifications to the Samoan Hut specified by Ref(1). The modifications as installed meet the requirements of Ref(1). While on the property I also inspected the retaining wall required for the corner of the kitchen addition. The retaining wall is adequate to keep the soil from sluffing off under the kitchen addition. Sincerely C. Ri and Rock, PE Y I 7 > RECEIVED JUL 2 fi 2006 (MASON COUNTY FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. � ,Litt:- 6L`2 I PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLIC NT INFORMATION i CONTRACTOR INFORMATION- owner L4qPt Of CA-�i�r3j e, �.-b4 :f ompany Name -,4"i'S C�'j"'ttl' Mailin Xddress Oa 20 .-w uT aG: ailing Address 80, C Ge City - Stated-Zip C e S y�J s it\/ State r✓A Zip Code CI8 Phone �cr Other Ph kL 6'-1 Phone -V) 7 4;u+I Other Ph. 61111 -q 3 Lien/Title Holde �' Cyr'F1+>;�R� �� �' ' f'' '� N Contractor Reg. Exp. Email address s"" V swA,7 »H E Mail Address Drivers Lic.# DOB C-'z.'. Scxc Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic IVlh =xisting Septic w0 Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. ! ;z1 - z3-&04:)00 Fire District Legal Description -(;Al V4 CIA 1"" �! i-' 'T, 2 M Site Address (Please include street name, street number and city) 61*14 U�tJv� 7"►s��'' ''"I�'�'1 �"''� '� lcF 7c-Ct� Sc�.v &' s a Az) ,� �2/c�fl- ;fLiiZ4 �� Directions to site R � i *71 ram' N�� a±�l11'�� Rl�'Ni" LR�!^i IE'i✓� /�/C�►T G4Ic' Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff ✓ Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice, orrection Notice oy other enforcement action. e o TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building C-17-a+3U Describe Work A"ii� Au,Af4CA'74 " As pa SWI-r v56-A No.of Bedrooms No.of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other r/' Sq.ft. 1,/5-1- Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make l✓l» Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINU TION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. ., X �� Date ` k6 -� Owner/Owners Re rese tive/Contractor indicate which one r- 'FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health DepartmenIAi� �QS Public Works Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES MASON COUNTY PERMIT NO. `. c� / BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION -" Owner -. r '24 t`,4t x�ssa � , j 4e'4 "t fl Company Name ;y ..1oY��"oA ailing Address Mailin Xddress -0, n City �°"i State A°4 Zip Code r s City r� ` r�� State k/," Zip Code ' Phone` `ter Other Ph'-•� S Phone I&e,'��� �4--Ir1 Other Ph `4r�-•.,, Lien/Title Holde rc� r.r., +LiX c�d.l, '<�h,, Fyn { a= � r Contractor Reg.# Exp. E mail address E Mail Address Drivers Lic.# DOB a. 'r^, �f Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System -� PARCEL INFORMATION - 12 Digit Parcel No. 17- ._ 2 3— 77.5 C Fire District tv Legal Description ;4/' 1q V f t Site Address (Please include street name, street number and city) -� ' Gt'W: !iiLr�'°`- Directions to site Fir'! aft "tCnJ 3 �rpel w %6 34k `!i � `f 7' + [??! �✓3 '•"t' S / °r F''� !� t`�- t ! p ._a. Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs 15% Is this permit submittal the result of a Stop Work Notice,tCorrection Notice o other enforcement action. e o TYPE OF JOB - New Add Alt Repair Other ..._ PRIMARY RESIDENCE ❑ SEASONAL Use of Building 6'2 a 60 Describe Work 12-2 Mr tJ►F at ,2L$" ft t n,,;rx No.of Bedrooms No.of Bathrooms Square Footage- 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other -"" Sq.ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make r�' Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X � '.-,, ��'' Date r Owner/Owners Representative/Contractor indicate which one 1! FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department a Planning Department fU6 Environmental Health Departmeni MAE 2 8 2006 Public Works Department Fire Marshal FEES :».. Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbin & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal i Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar • P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467• Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner -�-_`,, f ' �� F 4:, ' r. .N +� f :,, ;, yCompany Name r ,r t r ,. r7 �� Vlailin Address ::• ltR 1 Mailing_ rirfrPss �• - �`:"� �`� + J g State Zip Code State ' "`' Zip Coder r City ' r , . ��' City a Phoned r 1 Other Ph. Phone - Y l Other Ph. r Lien/Title Holde " ry r Contractor Reg.# Exp. E mail address - ,;: E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic "` Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System - PARCEL INFORMATION - 12 Digit Parcel No. J:' -- 3" F.c't' R..0 Fire District Legal Description . Site Address (Please include street name, street number and city) Directions to site '^ 4 ,;� err r, s, Will timber be cut and sold in parcel preparation?Yes IN J Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff -` Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,,Correction Notice or other enforcement action. Wo TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building L "2 ° i e; Describe Work 1 `' " `'' No.of Bedrooms No.of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. ice' Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make , j ; Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X Date- Owner/Owners Re resentative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department RECEIVED Planning Department Environmental Health Departmen Public Works Department 426 W. CEDAR Fire Marshal FEES ;. Buildina Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES t MASON COUNTY PERMIT NO. J + ' . BUILDING PERMIT APPLICATION 426 W. Cedar • P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLIC NT INFORMATION CONTRACTOR INFORMATION Owner n 17easr. r5'- f.,,, 3t'yCompany Name 1 •� 1 'vlailingAddress Mailin ddress r, City '4 State A A Zip Code � ' K"ity �'sf State Zip Code -p r 1 w Phone; r ra';�y.._ a Other Ph Phone(..� .� . ��t<�1 Other Ph,;t« ,tr��. .a 1 Lien/Title Holde Contractor Reg.# ' `' Exp. e ,: ,,. �� E mail address " - '` *.°.xs ; E Mail Address Drivers Lic.# DOB . »•r. t Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic A Existing Septic Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. 9 =7 11— 7 3 7 e7070 4 Fire District Legal Description -21 /q ot` AY41 i' , / Lc; 1'`" ` IA Site Address (Please include street name, street number and city)' = "°� �_ = �' '� [r>'� Directions to site 2-21 + Afl Will timber be cut and sold in parcel preparation?Yes A,o) Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff k-" Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,,C-orrection Notice o other enforcement action. e o TYPE OF JOB - New Add Alter✓_ Repair Other _�- PRIMARY RESIDENCE ❑ SEASONAL 0 Use of Building LILL 60 _Describe Work 212LL AJ �q�r^f fi eC .:_r /1 f LLI t 0 Y-0 .•K._r a A c..� . No.of Bedrooms No.of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. +!z ,a Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make '�'� ' Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other parry in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.,, X Date7 t'. Owner/Owners Representative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department N En: C "— RECEIVELU Environmental Health Departmen OC> Public Works Department Fire Marshal ey b b� elAm 416 W. CEDAR ST. FEES 11�4— Building Permit Fee (�. `J Site Inspection 1C & ✓ r Plan Review Fee / 0 EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal o?C� TOTAL FEES Valuation $ S �C � © Mason County Permit Assistance Center Planning Intake Checklist Owners Name: 2—1*6 11 S Date: Project: Reviewed By: Commer ' Developme S NO) Comments: _ Planner: GBM TS CMM SNG PBC Site Plan: :) orth Arrow /l Pllroperty Dimensions: l`7 Q�X 3 � "� c t� Streets and Driveways Shown.Road name: Low ��'� (1� V a Lk- 1 l All Existing Structures shown with setbacks .YVell Location, Septic and Drain-field Shown with setbacks Identify all surface water(s P° ds,shoreline,wetlands,etc.) o'Topography(slopes) ��T_ I proposed St�f etb ,W(Direction/Setback): U R: S1: Utility and Drainage Fas ents: es No (if yes enter condition#5022) d Other Easements l�( (,� urtenances County Access Permit Needed(add condition#0010) j9 V�J a�U ❑ S5klCcZzaP ed(add condition#0020) 'Sitandard Conditions to be added to all Building permits that planning reviews:#5019 and#0700 Are there anyimpediments that may restrict access to your site? (dogs/gates) Shoreline*and Planning Info 'Setbacks: Shoreline: Slope: Shoreline Designation: Comprehensive Plan: Rural Zonin •-- 12� Not Applicable O Agricultural w1k 2.51? 0 20 D Urban ❑ In holding ❑ RMF � ❑ Rural ❑ L CFL ❑ RC 1 2 3 . ❑ Conservancy Ural ❑ RI O Natural ❑ RAC - ❑ RNR ❑ Unknown ❑ RCC-Hamlet O RT 0 Urban Growth Area ❑ MPR 0 Unkno 0 Unknown Water Body(type of water if unnamed): Lo, - SEPA:Yes Unknown Flood Plain: YES NO�Unkno Map# Aquifer Recharge: YES ON nknowl) Map# Tags/Cases: RLC/SPI Case: 6-Year Dev.Moratorium: O Eagle Nest Tag: YE NO ^a� Other YES Addressing: Check box if needed ❑ Reviewed by: Revised:11-01-2005 1:\PLANNING\PACVLANNING INTAKE �r AR D R Structural Analysis of woF Was,j,�°�� Samoan Hut Zion's Camp Recreational Property Coon Lake, Mason County, WA 24 6 56 by C. Richard Rock, PE, Rock Engineering lotvaLc � 3525 Surrey Ct SE, Port Orchard, WA 98366 Phone/Fax 360-871-8660 rXPIREs 01-0 Enclosures: (1) Samoan Hut Original Sketches and Modification Sketches by Rock Engineering (2) STAAD/Pro Summary and Analysis of Typical Samoan Hut Truss Introduction and Summary The Samoan Hut was built at Zion't Camp in approximately 1999 as an authentic Samoan Meeting structure. I have inspected the structure and analyzed it for an after the fact building permit. The structure is designed for 95 mph Exposure B winds, 25 psf snow load and seismic zone D. All design is per 2003 IBC and ASCE 7 Minimum Design Loads for Buildings and other structures. The structure consistes of a stick framed roof covered with plywood, perimeter beams spanning between posts encased in concrete. Posts are 48" o.c. as shown in Enclosure(1). Requird Modifications The following modifications are required to be made to the structure(See Sketches Enclosure 1): 1. The top chord of the trusses is to be a double 2x6. Sister a No. 2 or Better BF 2x6 to each top chord member. NO with 10d nails minimum 6" o.c. staggered. 2. Some of the trusses were made with press on plates field applied. These plates are to be removed and replaced with minimum 16 gage nail plates. Nail each member with a minimum of(4) 8d nails. The 2x6 double top chord will cover the nail plates so nail plates shall be installed prior to installing double 2x6 top chord. 4. The end rafters are gang nailed together and to the top chord of the end truss. To ensure adequate load capacity a 1" wide 16 gage galvanized strap is to be wrapped under a group of 3 rafters, crossed over the top of the rafters and truss top chord and nailed to the truss top chord as shown in the detail Enclosure(11_ Wind Design From ASCE 7 sectin 6.5.13 for open buildings F=q z -C fA f q z=.00256•K z•K zt•K d V2 I 2 15 )7 K z := 2.01 1200 K z =0.6 Table 6-5 and 6-4 for less than 15 ft mean height K zt :- 1.0 Samoan Hut C. R. Rock , PE K d := 1.0 When not used in load combinations V := 95 mph 3 second gust I := 1.0 Table 6-1 category H G := 0.85 C f:= 1.2 Table 6-9 for LB=0.5 Ib q z := 0.00256-K z-K zt-K d-V2"-ft2 q Z = 13.3 15'-10' 2'-3' 22'-6' Worst case overturning moment on posts. Assume windward side inward and leeward side outward. Tributary width on critical posts is 4 ft. A F := 15.9 ft-4 ft A ft F =63.6 wr dl := 7.lb roof dead load ft 0 := 45-deg 0 2 := 20-deg P�,t, := q z-G-C f P w = 13.5 lb R F horiz 2-q z-G-C fA F-sin(0) F horiz = 1218.2 lb This force is divided equally between 2 posts Page 2 of 4 Samoan Hut C. R. Rock , PE Check uplift on truss attachment to post F vert :_ (q,,-G-C fcos(8) - wr dl)•A F+ (q Z•G•C f Cos(8 2) - wr dl)•2.25 ft-4 ft F Vert =215.4 1b Simpson H2 is adequate for the uplift. Bolted connection between header beam and post is adequate for uplift. Post Design HI as := 8.5 ft dftg := 24in IV H H ftg .= 6o in M max :_ .5•F horiz'�H1 wall) HiMo« M max =5177.3 lb• t Post minimum diameter as installed is 10" at the base and minimum 8" at the top. Hftg �[ (10 m)3 S x 32 S x =98.2-in' 2 A s 4:_ 7[.(10in) As =78.5'in2 ftg 4 f b := M max lb f b =632.8- S R lri Posts are adequate for wind loads Check minimum depth of embedment per 2003 IBC section 1805.7 lb I ftg lb Allowable lateral soil bearing from 2003 IBC Tabie S := 150 $ 1.33 S = 199.5 ft, 1804.2 increased by 1/3 for wind Dest .= 5ft Because of the 19-1/2" minimum slab thickness the posts are fully constrained at the surface. Ib S 3 := S D est S 3 =997.5 Soil allowable bearing pressure at estimated hole deptl Page 3 of 4 Samoan Hut G. R. Rock , PE b := 24 in Hole diameter h := HI wall h =8.5 ft Height above ground to load P := F horiZ•.5 P =609.1 Ib Horizontal load applied at top of pole i i d := 4.25•S b d =3.3 ft Since the actual depth of embedment exceeds 3.3 3 ft, the posts have adequate depth of embedment. Roof Design A typical truss and post section of the Samoan Hut is analyzed using STAAD Pro and included in Enclosure(2). A summary of the member stresses in included. The as built upper struss chords are overstressed by design snow load and wind loads. All other truss members and standard nailed and plated connections are adequate for the loads from enclosure(2). Adding a second 2x6 to the top chord of the trusses doubles the cross sectional area of the top chord and reduces the stress in the top chord by 1/2. The trusses are adequate for all design loads with a double 2x6 No. 2 HF or better top chord. Connection between the two 2x6 top chord members shall be 10d nails 6" o.c. staggered. Some of the truss connections as originally built used standard truss plates that are to be factory installed. The field installation of these truss plates gives questionable results. All bent prong truss plates are to be removed and replaced with minimum 16 gage nail plates. The nail plates can be commercial or manufactured on site from 16 gage material. A minimum of four 8d nails shall be in each member of the connection. The horizontal brace on the eve was not installed when originally built. A 2x4 horizontal brace shall be added to the overhang. Attach at the rafter with a minimum of three 16d nails and with a standard 2x4 joist fitting at the log post. At the ends of the roof the hip rafters were gang nailed to each other and the end truss top chord. Calculate end rafter load due to snow and dead load. The end rafters due to their triangular shaped tributary areas have a load that varies from zero at the peak to 4 ft tributary width at the bottom lb R top := (25+7)—.5.4 ft—.10.8 ft R ft top =230.4 1b Each 1" wide galvanized 16 gage strap supports three rafters and has a capacity exceeding 690 lb. Provide 2x4 braces between the center of the end rafters and the bottom chord of the truss. Horizontal load will be distributed by the lx2 firring attached to the bottom of the truss. 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J LO § ® . � § N 1 i i � AM:_ — to 44, � o T { g Jl I VN y�r I Vy r I I • � C -f7 I 'I � I N I ? ' � I , j ram.• I �I d 1J r 0 1 � t _ y ^.n /bi Ali ti m 0 i J U o o ; 0 � N v ; V II` o � v` o 5.OG' T`(P. + + N 41 0 \A- 1^_ V U B. JQ� DRAMNG NO. IJ48A DAT 8-7-99 ti of us FOR. Zion's Camp 0.b a Aspen s ct•. land Surveyimg gat LJ,10 12904—A Purdy Drive NW. Gil Harbor. WA 98332 EXPIRES 1/23/2007 (253) 857-4265 FAX: (253) 857-2265 N v Cl I V (Y) �-t O v X� � 4 � V Q � N d `p d Q0 L� LO N ou (') d" STAADtPro Summary of Stresses 2 2x6 To DL Snow Wind OT Wind UP Snow+DL MAX MOD MAX Beam No. PSI PSI PSI PSI PSI PSI PSI 1 139.5 505.0 742.1 164.2 644.5 742.1 2 41.5 153.4 126.5 72.7 194.9 194.9 3 139.5 505.0 742.1 164.2 644.5 742.1 4 41.5 153.4 126.5 72.7 194.9 194.9 5 516.6 1894.6 1638.8 886.1 2411.2 2411.2 1205.6 6 157.8 586.8 1342.0 48.7 744.6 1342.0 671.0 7 86.8 315.4 498.7 188.1 402.2 498.7 249.4 8 516.6 1894.6 1638.8 886.1 2411.2 2411.2 1205.6 9 157.8 586.8 1342.1 48.7 744.6 1342.1 671.1 10 86.8 315.4 498.7 188.1 402.2 498.7 249.4 11 91.3 341.7 676.3 121.5 433.0 676.3 12 91.3 341.7 676.3 121.5 433.0 676.3 13 27.3 99.1 0.0 0.0 126.4 126.4 14 17.9 64.8 109.1 48.1 82.7 109.1 15 17.9 64.8 109.1 48.1 82.7 109.1 16 18.0 90.9 45.0 45.0 108.9 108.9 17 25.9 130.8 72.9 72.9 156.7 156.7 18 18.0 90.9 45.0 45.0 108.9 108.9 19 25.9 130.8 72.9 72.9 156.7 156.7 Enclosure (2) ❑ + * * STAAD.Pro * Version 2004 Bld 1004.US * Proprietary Program of * Research Engineers, Intl. * Date= MAY 18, 2005 * Time= 15:17: 4 + * * USER ID: PSNS 1. STAAD SPACE INPUT FILE: SAMOAN HUT.STD 2. START JOB INFORMATION 3. ENGINEER DATE 18-MAY-05 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES POUND 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 92 0; 3 0 102 0; 4 -40 92 0; 5 57 159 0; 6 93.5 195.5 0 9. 7 130 232 0; 8 166.5 195.5 0; 9 130 159 0; 10 203 159 0; 11 260 102 0 10. 12 300 92 0; 13 260 92 0; 14 260 0 0 11. MEMBER INCIDENCES 12. 1 1 2; 2 2 3; 3 14 13; 4 13 11; 5 3 5; 6 5 6; 7 6 7; 8 11 10; 9 10 8; 10 8 7 13. 11 5 9; 12 9 10; 13 9 7; 14 9 8; 15 9 6; 16 3 4; 17 4 2; 18 11 12; 19 12 13 14. MEMBER PROPERTY AMERICAN 15. 1 TO 4 PRIS YD 10 16. 5 TO 10 16 18 PRIS YD 5.5 ZD 1.5 17. 11 TO 15 17 19 PRIS YD 3.5 ZD 1.5 18. SUPPORTS 19. 1 14 FIXED 20. 7 FIXED BUT FX FY MX MY MZ 21. DEFINE MATERIAL START 22. ISOTROPIC MATERIALI 23. E 1.6E+006 24. POISSON 0.3 25. DENSITY 0.026 26. END DEFINE MATERIAL, 27. CONSTANTS 28. MATERIAL MATERIALI ALL 29. MEMBER TRUSS 30. 13 TO 19 31. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1 DEAD LOAD / / 32. MEMBER LOAD 7 �7 &a o loa,V 33. 5 TO 10 16 18 UNI GY -1.65 Pt?� . / `� 34. LOAD 2 LOADTYPE NONE TITLE LOAD CASE 2 SNOW LOAD ' 2 �OA 35. MEMBER LOAD 36. 5 TO 10 UNI GY -5.89 37. 16 18 UNI GY -8.33 `�` /� !• 38. LOAD 3 LOADTYPE NONE TITLE LOAD CASE 3 WIND LOAD OVERTURNING 39. MEMBER LOAD (Z) Page 1 of 11 40. 5 TO 7 16 UNI Y -4.5 41. 8 TO 10 18 UNI Y 4.5 42. LOAD 4 LOADTYPE NONE TITLE LOAD CASE 5 WIND LOAD UPLIFT 43. MEMBER LOAD 44. 5 TO 10 16 18 UNI Y 4.5 45. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 14/ 19/ 3 ORIGINAL/FINAL BAND-WIDTH= 4/ 3/ 23 DOF TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES OF FREEDOM = 71 SIZE OF STIFFNESS MATRIX = 2 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 0.0 MB 46. PRINT MEMBER STRESSES ALL ❑ MEMBER STRESSES ALL ❑ Page 2 of l I MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 1 1 .0 4.7 C 0.0 134.8 139.5 2.6 0.0 1.00 4.7 C 0.0 7.5 12.2 2.6 0.0 2 .0 18.2 C 0.0 .486.8 505.0 9.0 0.0 1.00 18.2 C 0.0 11.2 29.3 9.0 0.0 3 .0 3.5 C 0.0 738.6 742.1 10.7 0.0 1.00 3.5 C 0.0 148.2 151.7 10.7 0.0 4 .0 9.7 T 0.0 154.5 164.2 2.9 0.0 1.00 9.7 T 0.0 6.5 16.2 2.9 0.0 2 1 .0 4.7 C 0.0 7.5 12.2 4.9 0.0 1.00 4.7 C 0.0 36.8 41.5 4.9 0.0 2 .0 18.2 C 0.0 11.2 29.3 20.7 0.0 1.00 18.2 C 0.0 135.3 153.4 20.7 0.0 3 .0 3.5 C 0.0 148.2 151.7 4.2 0.0 1.00 3.5 C 0.0 123.0 126.5 4.2 0.0 4 .0 9.7 T 0.0 6.5 16.2 9.4 0.0 1.00 9.7 T 0.0 63.0 72.7 9.4 0.0 3 1 .0 4.7 C 0.0 134.8 139.5 2.6 0.0 1.00 4.7 C 0.0 7.5 12.2 2.6 0.0 2 .0 18.2 C 0.0 486.8 505.0 9.0 0.0 1.00 18.2 C 0.0 11.2 29.3 9.0 0.0 3 .0 3.5 T 0.0 738.6 742.1 10.7 0.0 1.00 3.5 T 0.0 148.2 151.7 10.7 0.0 4 .0 9.7 T 0.0 154.5 164.2 2.9 0.0 1.00 9.7 T 0.0 6.5 16.2 2.9 0.0 4 1 .0 4.7 C 0.0 7.5 12.2 4.9 0.0 1.00 4.7 C 0.0 36.8 41.5 4.9 0.0 2 .0 18.2 C 0.0 11.2 29.3 20.7 0.0 1.00 18.2 C 0.0 135.3 153.4 20.7 0.0 3 .0 3.5 T 0.0 148.2 151.7 4.2 0.0 1.00 3.5 T 0.0 123.0 126.5 4.2 0.0 4 .0 9.7 T 0.0 6.5 16.2 9.4 0.0 1.00 9.7 T 0.0 63.0 72.7 9.4 0.0 5 1 .0 39.0 C 0.0 477.6 516.6 19.5 0.0 1.00 27.6 C 0.0 163.3 190.9 2.4 0.0 2 .0 138.4 C 0.0 1756.2 1894.6 70.9 0.0 1.00 97.7 C 0.0 610.9 708.5 9.9 0.0v 3 .0 42.2 T 0.0 1596.6 1638.8 87.2 0.0 1.00 42.2 T 0.0 1579.4 1621.6 21.2 0.0 /`� 4 .0 68.7 T 0.0 817.4 886.1 47.3 0.0 1.00 68.7 T 0.0 24.5 93.3 18.6 0.0 6 1 .0 29.9 C 0.0 127.9 157.8 0.4 0.0 1.00 22.6 C 0.0 64.2 86.8 10.6 0.0 2 .0 107.2 C 0.0 479.6 586.8 0.5 0.0 1.00 81.2 C 0.0 234.2 315.4 38.6 0.0 Page 3 of 11 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z o 3 .0 5.3 T 0.0 1336. 8 1342.1 27.6 0.0 (/r • 1.00 5.3 T 0.0 493.4 498.7 69.9 0.0 4 .0 45.4 T 0.0 3.3 48.7 17.4 0.0 1. 00 45.4 T 0.0 142.7 188.1 24.8 0.0 7 1 .0 22.6 C 0.0 64.2 86.8 6.5 0.0 1.00 15.3 C 0.0 26.8 42.1 4.5 0.0 2 .0 81.2 C 0.0 234.2 315.4 23.3 0.0 1.00 55.1 C 0.0 93.7 148.8 15.8 0.0 3 .0 5.3 T 0.0 493.4 498.7 34.3 0.0 1.00 5.3 T 0.0 0.0 5.3 8.0 0.0 4 .0 45.4 T 0.0 142.7 188.1 21.0 0.0 1.00 45.4 T 0.0 145.6 191.0 21.2 0.0 8 1 .0 39.0 C 0.0 477.6 516.6 19.5 0.0 1.00 27.6 C 0.0 163.3 190.9 2.4 0.0 2 .0 138.4 C 0.0 1756.2 1894.6 70.9 0.0 1.00 97.7 C 0.0 610.9 708.5 9.9 0.0 3 .0 42.2 C 0.0 1596.6 1638.8 87.2 0.0 1.00 42.2 C 0.0 1579.4 1621.6 21.2 0.0 4 .0 68.7 T 0.0 817.4 886.1 47.3 0.0 1.00 68.7 T 0.0 24.5 93.3 18.6 0.0 9 1 .0 29.9 C 0.0 127.9 157.8 0.4 0.0 1.00 22.6 C 0.0 64.2 86.8 10.6 0.0 2 .0 107.2 C 0.0 479.6 586.8 0.5 0.0 1.00 81.2 C 0.0 234.2 315.4 38.6 0.0 3 .0 5.3 C 0.0 1336.8 1342.1 27.6 0.0 1.00 5.3 C 0.0 493.4 498.7 69.9 0.0 4 .0 45.4 T 0.0 3.3 48.7 17.4 0.0 1.00 45.4 T 0.0 142.7 188.1 24.8 0.0 10 1 .0 22.6 C 0.0 64.2 86.8 6.5 0.0 1.00 15.3 C 0.0 26.8 42.1 4.5 0.0 2 .0 81.2 C 0.0 234.2 315.4 23.3 0.0 1.00 55.1 C 0.0 93.7 148.8 15.8 0.0 3 .0 5.3 C 0.0 493.4 498.7 34.3 0.0 1.00 5.3 C 0.0 0.0 5.3 8.0 0.0 4 .0 45.4 T 0.0 142.7 188.1 21.0 0.0 1.00 45.4 T 0.0 145.6 191.0 21.2 0.0 11 1 .0 4.0 T 0.0 87.3 91.3 1.5 0.0 1.00 4.0 T 0.0 37.9 42.0 1.5 0.0 2 .0 17.5 T 0.0 324.1 341.7 5.6 0.0 1.00 17.5 T 0.0 141.2 158.7 5.6 0.0 3 .0 77.1 T 0.0 599.2 676.3 7.2 0.0 1.00 77.1 T 0.0 0.0 77.1 7.2 0.0 4 .0 52.6 T 0.0 68.9 121.5 1.1 0.0 1.00 52.6 T 0.0 26.5 79.1 1.1 0.0 Page 4 of 11 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 12 1 .0 4.0 T 0.0 37.9 42.0 1.5 0.0 1.00 4.0 T 0.0 87.3 91.3 1.5 0.0 2 .0 17.5 T 0.0 141.2 158.7 5.6 0.0 1.00 17.5 T 0.0 324.1 341.7 5.6 0.0 3 .0 77.1 C 0.0 0.0 77.1 7.2 0.0 1.00 77.1 C 0.0 599.2 676.3 7.2 0.0 4 .0 52.6 T 0.0 26.5 79.1 1.1 0.0 1.00 52.6 T 0.0 68.9 121.5 1.1 0.0 13 1 .0 27.3 T 0.0 0.0 27.3 0.0 0.0 1.00 27.3 T 0.0 0.0 27.3 0.0 0.0 2 .0 99.1 T 0.0 0.0 99.1 0.0 0.0 1.00 99.1 T 0.0 0.0 99.1 0.0 0.0 3 .0 0.0 T 0.0 0.0 0.0 0.0 0.0 1.00 0.0 T 0.0 0.0 0.0 0.0 0.0 4 .0 69.5 C 0.0 0.0 69.5 0.0 0.0 1.00 69.5 C 0.0 0.0 69.5 0.0 0.0 14 1 .0 17.9 C 0.0 0.0 17.9 0.0 0.0 1.00 17.9 C 0.0 0.0 17.9 0.0 0.0 2 .0 64.8 C 0.0 0.0 64.8 0.0 0.0 1.00 64.8 C 0.0 0.0 64.8 0.0 0.0 3 .0 109.1 T 0.0 0.0 109.1 0.0 0.0 1.00 109.1 T 0.0 0.0 109.1 0.0 0.0 4 .0 48.1 T 0.0 0.0 48.1 0.0 0.0 1.00 48.1 T 0.0 0.0 48.1 0.0 0.0 15 1 .0 17.9 C 0.0 0.0 17.9 0.0 0.0 1.00 17.9 C 0.0 0.0 17.9 0.0 0.0 2 .0 64.8 C 0.0 0.0 64.8 0.0 0.0 1.00 64.8 C 0.0 0.0 64.8 0.0 0.0 3 .0 109.1 C 0.0 0.0 109.1 0.0 0.0 1.00 109.1 C 0.0 0.0 109.1 0.0 0.0 4 .0 48.1 T 0.0 0.0 48.1 0.0 0.0 1.00 48.1 T 0.0 0.0 48.1 0.0 0.0 16 1 .0 18.0 T 0.0 0.0 18.0 6.0 0.0 1.00 16.0 T 0.0 0.0 16.0 6.0 0.0 2 .0 90.9 T 0.0 0.0 90.9 30.3 0.0 1.00 80.8 T 0.0 0.0 80.8 30.3 0.0 3 .0 45.0 T 0.0 0.0 45.0 16.9 0.0 1.00 45.0 T 0.0 0.0 45.0 16.9 0.0 4 .0 45.0 C 0.0 0.0 45.0 16.9 0.0 1.00 45.0 C 0.0 0.0 45.0 16.9 0.0 17 1 .0 25.9 C 0.0 0.0 25.9 0.0 0.0 1.00 25.9 C 0.0 0.0 25.9 0.0 0.0 2 .0 130.8 C 0.0 0.0 130.8 0.0 0.0 1.00 130.8 C 0.0 0.0 130.8 0.0 0.0 Page 5 of 11 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z ❑ 3 .0 72.9 C 0.0 0.0 72.9 0.0 0.0 1.00 72.9 C 0.0 0.0 72.9 0.0 0.0 4 .0 72.9 T 0.0 0.0 72.9 0.0 0.0 1.00 72.9 T 0.0 0.0 72.9 0.0 0.0 18 1 .0 18.0 T 0.0 0.0 18.0 6.0 0.0 1.00 16.0 T 0.0 0.0 16.0 6.0 0.0 2 .0 90.9 T 0.0 0.0 90.9 30.3 0.0 1.00 80.8 T 0.0 0.0 80.8 30.3 0.0 3 .0 45.0 C 0.0 0.0 45.0 16.9 0.0 1.00 45.0 C 0.0 0.0 45.0 16.9 0.0 4 .0 45.0 C 0.0 0.0 45.0 16.9 0.0 1.00 45.0 C 0.0 0.0 45.0 16.9 0.0 19 1 .0 25.9 C 0.0 0.0 25.9 0.0 0.0 1.00 25.9 C 0.0 0.0 25.9 0.0 0.0 2 .0 130.8 C 0.0 0.0 130.8 0.0 0.0 1.00 130.E C 0.0 0.0 130.8 0.0 0.0 3 .0 72.9 T 0.0 0.0 72.9 0.0 0.0 1.00 72.9 T 0.0 0.0 72.9 0.0 0.0 4 .0 72.9 T 0.0 0.0 72.9 0.0 0.0 1.00 72.9 T 0.0 0.0 72.9 0.0 0.0 END OF LATEST ANALYSIS RESULT ************** 47. PRINT MEMBER FORCES ALL ❑ MEMBER FORCES ALL ❑ Page 6 Of 11 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 371.38 -151.81 0.00 0.00 0.00 -13234.02 2 -371.38 151.81 0.00 0.00 0.00 -732.92 2 1 1426.32 -531.42 0.00 0.00 0.00 -47792.32 2 -1426.32 531.42 0.00 0.00 0.00 -1097.99 3 1 272.88 630.00 0.00 0.00 0.00 72509.49 2 -272.88 -630.00 0.00 0.00 0.00 -14549.49 4 1 -765.00 171.80 0.00 0.00 0.00 15166.66 2 765.00 -171.80 0.00 0.00 0.00 638.55 2 1 2 371.38 -287.88 0.00 0.00 0.00 732.92 3 -371.38 287.88 0.00 0.00 0.00 -3611.69 2 2 1426.32 -1218.33 0.00 0.00 0.00 1097.99 3 -1426.32 1218.33 0.00 0.00 0.00 -13281.25 3 2 272.88 247.50 0.00 0.00 0.00 14549.49 3 -272.88 -247.50 0.00 0.00 0.00 -12074.49 4 2 -765.00 554.30 0.00 0.00 0.00 -638.55 3 765.00 -554.30 0.00 0.00 0.00 6181.51 3 1 14 371.38 151.81 0.00 0.00 0.00 13234.02 13 -371.38 -151.81 0.00 0.00 0.00 732.92 2 14 1426.32 531.42 0.00 0.00 0.00 47792.32 13 -1426.32 -531.42 0.00 0.00 0.00 1097.99 3 14 -272.88 630.00 0.00 0.00 0.00 72509.49 13 272.88 -630.00 0.00 0.00 0.00 -14549.49 4 14 -765.00 -171.80 0.00 0.00 0.00 -15166.66 13 765.00 171.80 0.00 0.00 0.00 -638.55 4 1 13 371.38 287.88 0.00 0.00 0.00 -732.92 11 -371.38 -287.88 0.00 0.00 0.00 3611.69 2 13 1426.32 1218.33 0.00 0.00 0.00 -1097.99 11 -1426.32 -1218.33 0.00 0.00 0.00 13281.25 3 13 -272.88 247.50 0.00 0.00 0.00 14549.49 11 272.88 -247.50 0.00 0.00 0.00 -12074.49 4 13 -765.00 -554.30 0.00 0.00 0.00 638.55 11 765.00 554.30 0.00 0.00 0.00 -6181.51 5 1 3 321.85 107.15 0.00 0.00 0.00 3611.69 5 -227.80 -13.10 0.00 0.00 0.00 1235.06 2 3 1141.47 389.93 0.00 0.00 0.00 13281.25 5 -805.74 -54.20 0.00 0.00 0.00 4619.60 3 3 -347.98 479.33 0.00 0.00 0.00 12074.49 5 347.98 -116.59 0.00 0.00 0.00 11944.21 4 3 -566.96 -260.36 0.00 0.00 0.00 -6181.51 5 566.96 -102.39 0.00 0.00 0.00 -185.62 Page 7 of 11 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 6 1 5 246.37 1.96 0.00 0.00 0.00 -967.62 6 -186.15 58.26 0.00 0.00 0.00 -485.55 2 5 884.63 2.91 0.00 0.00 0.00 -3626.95 6 -669.65 212.07 0.00 0.00 0.00 -1771.31 3 5 -43.86 -151.98 0.00 0.00 0.00 -10109.24 6 43.86 384.27 0.00 0.00 0.00 -3731.16 4 5 -374.51 -95.72 0.00 0.00 0.00 -25.30 6 374.51 -136.56 0.00 0.00 0.00 1079.38 7 1 6 186.15 35.59 0.00 0.00 0.00 485.55 7 -125.92 24.64 0.00 0.00 0.00 -202.85 2 6 669.65 128.08 0.00 0.00 0.00 1771.31 7 -454.66 86.91 0.00 0.00 0.00 -708.78 3 6 -43.86 188.43 0.00 0.00 0.00 3731.16 7 43.86 43.86 0.00 0.00 0.00 0.00 4 6 -374.51 -115.72 0.00 0.00 0.00 -1079.38 7 374.51 -116.56 0.00 0.00 0.00 1100.97 8 1 11 321.85 107.15 0.00 0.00 0.00 3611.69 10 -227.80 -13.10 0.00 0.00 0.00 1235.06 2 11 1141.47 389.93 0.00 0.00 0.00 13281.25 10 -805.74 -54.20 0.00 0.00 0.00 4619.60 3 11 347.98 -479.33 0.00 0.00 0.00 -12074.49 10 -347.98 116.59 0.00 0.00 0.00 -11944.21 4 11 -566.96 -260.36 0.00 0.00 0.00 -6181.51 10 566.96 -102.39 0.00 0.00 0.00 -185.62 9 1 10 246.37 1.96 0.00 0.00 0.00 -967.62 8 -186.15 58.26 0.00 0.00 0.00 -485.55 2 10 884.63 2.91 0.00 0.00 0.00 -3626.95 8 -669.65 212.07 0.00 0.00 0.00 -1771.31 3 10 43.86 151.98 0.00 0.00 0.00 10109.24 8 -43.86 -384.27 0.00 0.00 0.00 3731.16 4 10 -374.51 -95.72 0.00 0.00 0.00 -25.30 8 374.51 -136.56 0.00 0.00 0.00 1079.38 10 1 8 186.15 35.59 0.00 0.00 0.00 485.55 7 -125.92 24.64 0.00 0.00 0.00 -202.85 2 8 669.65 128.08 0.00 0.00 0.00 1771.31 7 -454.66 86.91 0.00 0.00 0.00 -708.78 3 8 43.86 -188.43 0.00 0.00 0.00 -3731.16 7 -43.86 -43.86 0.00 0.00 0.00 0.00 4 8 -374.51 -115.72 0.00 0.00 0.00 -1079.38 7 374.51 -116.56 0.00 0.00 0.00 1100.97 11 1 5 -21.01 -5.26 0.00 0.00 0.00 -267.44 9 21.01 5.26 0.00 0.00 0.00 -116.22 Page 8 of 11 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 2 5 -92.05 -19.52 0.00 0.00 0.00 -992.66 9 92.05 19.52 0.00 0.00 0.00 -432.39 3 5 -404.96 -25.14 0.00 0.00 0.00 -1834.97 9 404.96 25.14 0.00 0.00 0.00 0.00 4 5 -276.16 4.00 0.00 0.00 0.00 210.93 9 276.16 -4.00 0.00 0.00 0.00 81.24 12 1 9 -21.01 5.26 0.00 0.00 0.00 116.22 10 21.01 -5.26 0.00 0.00 0.00 267.44 2 9 -92.05 19.52 0.00 0.00 0.00 432.39 10 92.05 -19.52 0.00 0.00 0.00 992.66 3 9 404.96 -25.14 0.00 0.00 0.00 0.00 10 -404.96 25.14 0.00 0.00 0.00 -1834.97 4 9 -276.16 -4.00 0.00 0.00 0.00 -81.24 10 276.16 4.00 0.00 0.00 0.00 -210.93 13 1 9 -143.24 0.00 0.00 0.00 0.00 0.00 7 143.24 0.00 0.00 0.00 0.00 0.00 2 9 -520.08 0.00 0.00 0.00 0.00 0.00 7 520.08 0.00 0.00 0.00 0.00 0.00 3 9 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 4 9 364.79 0.00 0.00 0.00 0.00 0.00 7 -364.79 0.00 0.00 0.00 0.00 0.00 14 1 9 93.85 0.00 0.00 0.00 0.00 0.00 8 -93.85 0.00 0.00 0.00 0.00 0.00 2 9 340.15 0.00 0.00 0.00 0.00 0.00 8 -340.15 0.00 0.00 0.00 0.00 0.00 3 9 -572.69 0.00 0.00 0.00 0.00 0.00 8 572.69 0.00 0.00 0.00 0.00 0.00 4 9 -252.29 0.00 0.00 0.00 0.00 0.00 8 252.29 0.00 0.00 0.00 0.00 0.00 15 1 9 93.85 0.00 0.00 0.00 0.00 0.00 6 -93.85 0.00 0.00 0.00 0.00 0.00 2 9 340.15 0.00 0.00 0.00 0.00 0.00 6 -340.15 0.00 0.00 0.00 0.00 0.00 3 9 572.69 0.00 0.00 0.00 0.00 0.00 6 -572.69 0.00 0.00 0.00 0.00 0.00 4 9 -252.29 0.00 0.00 0.00 0.00 0.00 6 252.29 0.00 0.00 0.00 0.00 0.00 16 1 3 -148.50 33.00 0.00 0.00 0.00 0.00 4 132.00 33.00 0.00 0.00 0.00 0.00 2 3 -749.70 166.60 0.00 0.00 0.00 0.00 4 666.40 166.60 0.00 0.00 0.00 0.00 Page 9 of 11 MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 3 3 -371.08 92.77 0.00 0.00 0.00 0.00 4 371.08 92.77 0.00 0.00 0.00 0.00 4 3 371.08 -92.77 0.00 0.00 0.00 0.00 4 -371.08 -92.77 0.00 0.00 0.00 0.00 17 1 4 136.06 0.00 0.00 0.00 0.00 0.00 2 -136.06 0.00 0.00 0.00 0.00 0.00 2 4 686.91 0.00 0.00 0.00 0.00 0.00 2 -686.91 0.00 0.00 0.00 0.00 0.00 3 4 382.50 0.00 0.00 0.00 0.00 0.00 2 -382.50 0.00 0.00 0.00 0.00 0.00 4 4 -382.50 0.00 0.00 0.00 0.00 0.00 2 382.50 0.00 0.00 0.00 0.00 0.00 18 1 11 -148.50 33.00 0.00 0.00 0.00 0.00 12 132.00 33.00 0.00 0.00 0.00 0.00 2 11 -749.70 166.60 0.00 0.00 0.00 0.00 12 666.40 166.60 0.00 0.00 0.00 0.00 3 11 371.08 -92.77 0.00 0.00 0.00 0.00 12 -371.08 -92.77 0.00 0.00 0.00 0.00 4 11 371.08 -92.77 0.00 0.00 0.00 0.00 12 -371.08 -92.77 0.00 0.00 0.00 0.00 19 1 12 136.06 0.00 0.00 0.00 0.00 0.00 13 -136.06 0.00 0.00 0.00 0.00 0.00 2 12 686.91 0.00 0.00 0.00 0.00 0.00 13 -686.91 0.00 0.00 0.00 0.00 0.00 3 12 -382.50 0.00 0.00 0.00 0.00 0.00 13 382.50 0.00 0.00 0.00 0.00 0.00 4 12 -382.50 0.00 0.00 0.00 0.00 0.00 13 382.50 0.00 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 48. PRINT SUPPORT REACTION ALL ❑ SUPPORT REACTION ALL ❑ Page 10 of 11 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 151.81 371.38 0.00 0.00 0.00 -13234.02 2 531.42 1426.32 0.00 0.00 0.00 -47792.32 3 -630.00 272.68 0.00 0.00 0.00 72509.49 4 -171.80 -765.00 0.00 0.00 0.00 15166.66 14 1 -151.81 371.38 0.00 0.00 0.00 13234.02 2 -531.42 1426.32 0.00 0.00 0.00 47792.32 3 -630.00 -272.88 0.00 0.00 0.00 72509.49 4 171.80 -765.00 0.00 0.00 0.00 -15166.66 7 1 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 49. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAY 18,2005 TIME= 15:17: 4 **** ************************************************************ * For questions on STAAD.Pro, please contact * Research Engineers Offices at the following locations * * * Telephone Email * USA: +1 (714)974-2500 support@reiusa.com * CANADA +1 (905) 632-4771 detech@odandetech.com * CANADA +1 (604)629 6087 staad@dowco.com * UK +44(1454)207-000 support@reel.co.uk * FRANCE +33(0) 1 64551084 support@reel.co.uk * GERMANY +49/931/40468-71 info@reig.de * NORWAY +47 67 57 21 30 STAAD@EDR.NO * SINGAPORE +65 6225-6015/16 support@reiasia.net * INDIA +91(033)2357-3575 support@calcutta.reiusa.com * JAPAN +81(03)5952-6500 eng-eye@crc.co.jp * CHINA +86(411)363-1983 support@reiasia.net * * * North America support@reiusa.com * Europe support@reel.co.uk * Asia support@reiasia.net Page 11 of 11