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COM2003-00189 Final Food Processing Plant Addition - COM Permit / Conditions - 7/20/2004
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X :3CDO y' (D C Q gi A RnICL 3 Ct (A < CD _ � (D ac N' 8 � `tea ° � n-0 (/ c oK W5 " 0 0 LA: m O p=I 0 7 (A 0 C O 0 j 7 Lit �{ o 0. 00 Q .< c y w O p TA 7 N ? W � y O 0 - cr 0 � y 0 CD ((DD N d m a < N C. C. a 7 Cj � v r Oa '* C O N F CL CL O O CA)> >. FLH CA) C 90 (D No O co 3 (D 0 0 79. a2. 0O N .� O N H M N c1 CD N (D 0 M (A 0 C (n O O (Cp 0 O (�D CDa' n O X W � ✓dpy. ,NCRET MECHANICAL MANUFACTURED HOME N o Footings 1 Setbacks Date By Ribbons o D ate -p By 7R Gas Pip inglly - r -2 Date B yV Foundation Walls 3-2 Date B y Setup OD Date ?--23.d By INSULATION Date B B G / Slab Insulation Floors Final Date 'v--�3�p By /? Date By Date By FRAMING Walls FIRE DEPT Date,3 -2-S -CV"/ By Date By Date By PLUMBING Attic OTHER Groundwork W Date B Date t By9,157 IWALLIBOARD.NAILING D.W.V. Date By Date,3 -2S--c9J6 By FINAL INSPECTION Water Line l/ Date B D ate w B y Date By /- L -v _® vsi 004-A 1.5 hi- 041 PLu &ROUMRLS ,+U. t t a &AE o&CWW14&p_ 7 -23 o Y z \re-40 o'L`Sfc,!A4 / c�cgT�©.✓ 49W �-�en:C4fc -&- �► C,cs,-e�PY c�T Cyvf-cc �-2v.v y-�f��'-`9�` _,�i� �'?c/"= Ltt��plr+� +GL�c.� /�ooi'�'i✓c.�' � o O z Lot( - 0 28 a - �s R� ,5- --Z 11fiy,.gC4 L c�,7c 72�:'�ST D�� - C�✓O. /l !�.o� y.G'GQf ;-� iB.G`_' ��,/i+iT.© 2> �- / °'� p� o,✓ �/ %/`�Cc�C,p� ,t^��-cam c� %� a4 8 0 0 0Mfg � 5QT" l4 G UIU.r7t"` t GAG *N Nam` ' �, co FORM MUST BE COMPLETED IN INK MASON COUNTY HERMIT N O PLEASE PRESS HARD BUILDING PERMIT APPLICATION 00169 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 APPLICA INFOI ION CONTR OR INFORMATION Owner O Company Name Mailing Address x 10111 Mailing Address City ALLMN State N/,4 Zip Code °IffSa City State Zip Code Phone 3" - S7s=dmS'o Other Ph Phone Other Ph. Lien/Title Holder WEs•r• C Ir t?fidK i 17PWA 1W Contractor Reg.# Exp. E mail address ocn.• &4014 ® ST&rdH -Iscwab QOM E Mail Address Drivers Lic.# S/1r.+e2N S�1Hw DOB 4 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 STR�'rg+ i s41�r1� t i&IT- __ INFORMATION- 12 Digit Parcel No. 122.31 Fire District Legal Description 6a'TftcN&D 'r2Afit=c'�2� /t L g`.'`00-*q 03RACU ub t° Site Address (Please include street name, street number and city) (637f E �R'� �� 3 f�ti rr�'&JA• VY'll Directions to site 1.'/'9c S. Ara / td--F`t IN Will timber be cut and sold in parcel preparation?Yes/Uo 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?Y TYPE OF JOB - New Add Alt_X_Repair Other T_E PRIMARY� �RESIDENCE a SEASONAL ❑ Use of$uilding FtEb �—c��9�4 Describe Work '�C No.of Bedrooms No.of Bathrooms Square Footage- 1st Floor 34°0 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.tt• Gara a Attached Detached Carport Attached Detached .—.-- MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. -_ pWNER/BULDER Acknowledges submission of inaccurate information may result in a stop work order or peri1isr�or�r rr.I Air Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,d or ie co re t I the permitha s- sion that I am entitled to receive this permit and to do the work as proposed in the appl' _ from all the necessary parties.If permission is required from any easement holder or any th�s r�rmit and conduct the in inte wo�ed. tion or the w rk proposed in the application,I have obtained permission from them to apply permit Q 7 A I .. Date: �( �� 3 3A X T O3038 wner wrier epresentative/Contractor (indicate which one) F R OF I USE BEYOND THIS POINT - /.��' Receipt ND .... Accepted by: Planning Pd Ck# Date Bld Pd 1 �- DEPARTME AL REVIEW APPROVED DENIED NOTES 3 -t06y Building Department 1 fJ� T 1`lD Planning Department Environmental Health Department NRe s Department l FEES mit Fee Site Ins ection Fee EH Review Fee Base FeePlannin Review Fee & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Pre-Paid at Submittal Violation Fee TOTAL FEES Valuation$ JRM MUST BE COMPLETED IN INK MASON COUNTY . L 'ERMolT1 ,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 APPLICAN INFORMATION CONTRACTOR INFORMATION Owner K" S ���'�'� Company Name Mailing Address x 10111 Mailing Address �+ to U fA Zip Coda 8'SA City State Zip Code City ALLtiN �-,�a.� •-.-� �r ��--- Phone Other Ph. Pbone�34d "'75'=GmS'o Other Ph Exp. Lien/Title Holder �✓ C'I!f f �' '� i r/i6��/ Contractor Reg.# E mail address °cy'"RAW ST46roM -jXM -b -Q0H E Mail Address Drivers Lic.# S/1Cs�2(LEI S�1H�✓ DOB 4 Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic" Existing Septic x Connect to Water System Name of Water System Well�_Water System-__X Name of Water System ST�t6TC14 L s4ub lam+�'� PARCEL INFORMATION- 12 Digit Parcel No. 23 - °n o Fire District Legal Description A"r'rk�b1� - "'@FS0&' Eu31�+�3 L 3•o* g"�°O rN��,., tf�t o 3 Site Address (Please include street name, street number and city) !(03 E> �T� _�7�5� Directions to site Zf M( S• A� j4U-4,04 01 3 Will timber be cut and sold in parcel preparation?Yes/UO _-- Is property within 200'of Saltwater —Lake-- River/Creek Pond_______— Wetland—Seasonal Runoff Stream ._Slopes or Bluffs > 15% Is this permitsubmittaf the result of a Stop Work Notic e,Correction Notice or '-enfOr +t-a TYPE OF JOB- New Addj< AIt—C _Repair Other PRIMARY RESIDENCE ❑ SEA$ NAL ❑ Use of Building D i=9N4 y�E Describe Work AVD ?ex �Ca~ed� R�°o0� id x kS- Fh No.of Bedrooms — No.of Bathrooms Square Footage- 1st Floor 34#0 2nd Floor 3rd Floor_.--Basement Deck Covered Deck Other Sq.ft. Gara a Attached Detached Carport Attached _.---- Detached MANUFACTURED HOME INFORMATION -Make Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Hea+ Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BULDER Acknowledges submission of inaccurate information may result in a st work order or pe b ownersIeg�representative,or r I t r Adviowledgemertt of such is by signature below.I declare that I am the owner, in the application.I declare that I 1he,perrnis- declare that I am entitled to receive this permit and to do the work as proposed sion from all the necessary parties.If permission is required from any easement holder or any dher party in inte i - Ltion:4n;;;eDres in the application,I have obtained permission from them to apply for this pemdt and conduct a wo Date: 43/tI303v entative/Contractor (indicate which one) R OFF 1%��Date_4tj- &2,A3L_BId1BEYOND THIS POINT Receipt�O ,.. Accepted by: Planning Pd Ck# l Pd� P DEPARTME AL REVIEW APPROVED DENIED NOTES Building Department tn� Tfjg t(-I Planning Department Environmental Health Department Public Works Department Fire Marshal .FEES Buildin Permit Fee Site Inspection Plan Review Fee 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 Valuation$ TOTAL FEES MASON COUNW ERIMIT 4 -- BUILDING PERMIT APPLICATION q 426 W. Cedar• P.O. Box 186, Shelton,WA 98584 ZC ©U Shelton(360) 427-9670 • Belfair (360) 275-4467• Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICAq;INFORJYIATION CONTRACTOR INFORMATION O ��/ Company Name Owner 0 x d9 Mailing Address Mailing Addres City State Zip Code City Aalt p State WA Zip Code Phone` Other Ph. Phone TGd -52E--G*fd Other Ph. Lien/Title Holder �0'°� �'�;� ���� ! sM �"� - Contractor Reg.#+~- Exp. E Mail Address E mail address t-%4644 o04 sT>12e*°a -rsu �0H Drivers Lic.# DOB Drivers Lic.# SA S u S7 Hw DOB 11(4 1 1143 SEPTIC/WATER SYSTEM INFORMATION = Connect.to New Septic Existing Septic Connect to Water System Name of Water System Well X. Water System._Name of Water System .��+ T°k i �'� PARC INFORMATION -12 Digit Parcel No. t 23 -1 Fire District EL Legal Description �tT1'hc446->, -fRAD Site Address (Please include street name, street number and city) ((a 371 E S-wre, tors 3 Auyg W- ti-s-2d Directions to site Will timber be cut and sold in parcel preparation?Yes/ River/Creek Pond Is property within 200"of Saltwater Lake Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit subs aI the result of a Stop Work Notice,Correction Notice or other enforcement actiY 44 TYPE OF JOB - New Add Alt X Repair Otaer �7e�lyl HRHHotE a SEANi4�C: Use of Building � 63sIw& Describe Work Bad ��C�� Use of Bedrooms No.of Bathrooms-Square Footage- 1 st Floor 34� 2nd Floor Basement Deck Covered Deck _ Other Sq.ft. 3rd Floor-, Detached Garage Attached Detached Carport Attached Model Year MANUFACTURED HOME INFORMATION --,Make No.of Bedrooms No.of Bathrooms Length Width` Serial No. Replacement Unit? Yes/No Type of Heat Purchase Price$, Installer Name Certificaotion No. oN1AVEfwBUILDER Acknowledges na arse below.ission inaccurate application.declare that am the owntion erroswners leult in a gal I ewpo sentative: c revocation.rk order or permit (,further Acknowledgement of such is by s g eg wm rmis- declare.that I am entitled to receive this permission is pe im an s to do the required red f work any proposed e i holder por any other party n i I regarding thiseplica- sion from all the necessary parties pe, for this permit and W, t u proposed. tion or the rk propos in the application,'I have obtained permission from them to apply Pe �� n���3� X Date: /� /l0 � Owner Owner epresentative/Contractor (indicate which one) jR OFTV USE BEYOND THIS POINT Receipt Ntr��v Accepted by: Planning Pd Ck# Date Bld P p DEPARTME14TAL REVIE NOTES W A VED DENIED �p Za025y Building Department 30 LO Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Site Ins ection Buildin Permit Fee EH Review Fee Plan Review Fee Planning Review Fee. Plumbing& Base Fee Other Mechanical &Base fee Wood State Fee/Gas/Pellet Stove Fee Pre-Paid at Submittal Violation Fee TOTAL FEES Valuation MASON COUNTY ~PERMIT 0.? BUILDING PERMIT APPLICATION a�c�� 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 APPLICAIg INFORMATION CONTRACTOR INFORMATION Owner KOM SAd,&2 ©Al Company Name Mailing Address x 10i Mailing Address City. Ai L 4$4 State WA Zip Code City State Zip Code Phone 340 -&--60 Other Ph, `` 'Phone Other Ph. Lien/Title Holder Wtx'r C-61 r IZAdr. a SAMMW Contractor Reg.# Exp. E mail address IRSAQ-011-M Q S7 kf4w "U4406 gd E Mail Address Drivers Lic.#'W#A2W 0U-MV DOB ') ( 0143 Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION- Connect to New Septic Existing Septic Connect to Water System Name of Water System Well X. Water System�-Name of Water System "r' *CM PARCEL INFORMATION - 12 Digit Parcel N t • 9ftlo Fire District Legal Description ArrAclioh -1 gAzi t ==,.;4 i-t;'/r U Site Address(Please include street name, street number and city) ((n 3 ( E. rwri* RIrf Aum fWA W-f,-W Directions to site /•f m e 5% 60C jq'(.4 4M ♦N 12 - Will timber be cut and sold in parcel preparation?Yes 163 Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit subipi `al the result of a Stop Work Notice,Correction Notice or other enforcement action? TYPE OF JOB - New Add Alt 9 Repair Other PRWARY RESIDENCE SEASQNAL ❑ Use of Building + Describe Work AVp E►+o 'fO ftJ us' No.of Bedrooms No.of Bathrooms "` Square Footage- 1 st Floors 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq.ft. ,Gara a Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. Pk OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit tion. ? Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the a,d r declare that am entitled to receive this permitand to do the work as proposed in the application.I declare that I have obt"hed rmis- sion from all the necessary parties.If permission is required from any easement holder or any other party in int i aQplica- tion or thew rk proposed in the application,I have obtained permission from them to/apply for this permit and con � d X Date: Owner Owne epresentative/Contractor (indicate which one) R OF IAL USE BEYOND THIS POINT -: Accepted by: Planning Pd t� Ck# +� Date / /--/41t Bld Pd ;P Receipt Na-x-�1 ,? ' DEPARTME TAL REVIEW APPROVED DENIED NOTES Building Department Planning Department cT � ;` ,� ;in , . 1 /;. L Environmental Health Department Public Works Department Fire Marshal FEES Buildinq 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 TOTAL FE Valuation$ FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PhERyMIT APPLICATION Shelton(360µ2 C670 Befair 1360jt7 O6�'Ek w 136) 82.5269 APPLICA T INF MATION CONTRACTOR INFORMATION Owner de Contractor Name Mailing Address P& Mailing Address City A 044 State, & Zip Code `jtn'4 City State Zip Code Phone(3fo ) ? - Other Ph.( Ph.( Other Ph.( ) Uen/Titleti ter r Contractor Reg.# Address Expiration SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System' PARCEL INPORMATION-12 digit Tax Parcel No. f 2 a-3 1 / / r[0*10 Fire District Legal Description SIN Address(Please include street name,street number and city) Directions to site Is your property within 200'of the following:Body of Water(Name) Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add 7L Alt_ a Repair Other Use of Building Fhwb PAacwMme Location of Fixtures/Units 1st Floor _&_2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump Toilets Igoe.of Unit No.of Units Fees Bathroom Sink 2 Fumace Bath Tubs ` Heat Showers e� Spot Vent Vent Fan Water Heater Z Propane Tank Clothes Washer Gas Outlets Kitchen Sinks R"401'-5) Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. 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 18.27 and 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 conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. X Date l v 1OV3 X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. ------- Building Department Occ Group Type Constr. Planning Department 777 i Otter Other .n.....x........ ...... ...:...... .... ...... ..:.... ......... ....... ::::.•.•,.... :.:?4....r:::.•r:::::::::::::x:::::::ti:•}:v.:/r.•.b:f.4 ::v.••:4.}:4i:•}:•:??4::?•}:•.v:•:•>:•:.v:f:::�ryii?�::w. ..;;+<; .....mv...n.......n.......:::::rvrr:::.vti5i?........................ .....::.....v:::::n.•?4:4:4:4:+••::v:r' v ..:....? :.?•:}• ::w:::. v+•,+ ... ....................................... .. ........r .2...+...:::.:....:.........+.. ., .:.r:?•.....}.r:.x:. :.r.....:::.�.4+..:::a*•...}..) ^.:•.,+.)........:G?.;•.•:•r.4,.;�;c};.;r,.;¢t:<4}}}:::::3:} ....C............:.. .......:............ ...............:....,..... +•:::. •:?4}:•:••»:?t?4}}}}r}:•:?•:::............ :::::::::.�:.::+:}••}:•}:•}:•:?�••.:..+f...??•:}:•}:•r.4::3:•:?•}:•+•.:!}}::•:4x•:4:•>:??•}:•}:•}:•}:•:••}: Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Su�frnittal VioN6brf Fee TOTAL FEES I -0'9,RMIT NO.: MASON COUNTY " PLUMBING/MECHANICAL PERMIT APPLICATION 426 Cedar/P, Box•186-Shelto WA 98584 H - Shelton(360) 7-9fr� 8 air(3 011y5�46,' Irna(360)482-5269 PPO'CA UT INF�MATION G'�ONTRACTOR INFORMATION Owner Ag ,�w ge4uteN Contractor NaNae Mailing Address Mailing Address ' City AL.�'Ia State� Zip Code City State Zip Code Phone( 3to ) Other Ph.( ) Ph.( ) Other Ph.(_� Oen/Title Holder ��6sT f r Isom*' Contractor Reg.# Address__S&L&M Expiration SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System _. PARCEL INFORMATION-12 digit Tax Parcel NOT /2-21-1 1 / (yP / 170ro 10 Fire District ' Legal Description Site Address(Please include street name,street number and city) Directions to site .. I j Is your property within 200'of the foUpvvlpg: er(Name) Saltwater I 'bake River/Creek �.�/-�iv 77 nd Wetland Seasonal Runoff Stream t Slopes or Bluth �� TYPE OF JOB New Add K Alt g _Repair Other Use of Building FA*b 04�&cwx+ftmt, c Location of Fixtures/Units 1st Floor ,-X 2nd Floor Basement Garage Closet I PLUMBING FIXTUROES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric t Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump Toilets hype of Unit No.of Units Fees i Bathroom Sink Furnace 1 Bath Tubs Heatpumps Showers �' �1�� Spot Vent Fan { l Water Heater Z. Propane Tank Clothes Washer `` Gas Outlets Kitchen Sinks �4 ,+ Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood k Hosebibs 3 Dryer Vent Y Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL A'FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL Ey 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: 4 OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a I, Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance i 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 conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without f approval. first obtaining approval. X. ew.t Date o v X Date r f FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. i Building Department' Oce Group Type Constr. Planning Department Other Other i ..:.......:...:...................................................................................... . Permit Fee Site Inspection Plan Review Fee LIFC Plan Review Fee Plumbing Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES 14 7�;.x e its Request To Revise 4n Approved. Plan 44 Per it Number: BLD200�--021n - Name Parcel Number phone Number dam Project Address Mailing Address - III AL of the roposed revisions to the approved plans: . `Please provide a complete, • ed description •. _ a . ILIF— the changes included? ❑ Yes ❑ No Are two f the revised plans or addendum indicating X Yos ❑ No Are the approved site plans included? ❑ No l ed on the plans or addendum? Yes Are the revisions clearly and accurate y ides• Yes ❑ No Does the plan contain an engineer'9,or ai i+te is lateral or vertical analysis? Yes ❑ No #Yes,Has the engineer or architect approved this revision? approval inc ad request? Yes ❑ No Is a stamped and signed appro 1pd 4 with this , Y u n or oration of the structure? [] _Yes X No � Does the`�maposed revision modify t1� �1 ,. request? ff Yes,Is—revised site plan,.with A new setback dimensions included with this `' . ❑ Yes ❑ No Additi `lnf© . Date: ; Applicant's si Rea*ad t omos use By $ priginal Valuation ar 3 l Z q�• B. 2 Additional Vain s- r —� sq 'E Sq.Ft. x s $— Total New Valuation S E.H. Additional Fees: P.w. Additional PlAnnit►8 Deft- S Additional Plan Review $ P ' x Additional Building Permit S j�- •$O New�Sett gW. Front — . /---- S Additional Plumbing Sidel. Additional Mochanical $_ Additional Conditions/Comments: Additional E.H.Dept. $ Total Amount Due: $ Amount.To Be Paid Up-Fmnt �.rr.e aw I �r O PROGRESSIVE O O CONSULTANTS, INC. 11805 NE 99"'Street, Suite#1380 Client srpecrL 14 .i 3 L-Ifluo P`-I C 11? ?} Vancouver,WA 98682 Project 360.254.8400 Fax: 360.254.3334 Location o� f -. € ,. .. ' _ t M -t-t --- - - - - _ r .. ;. _ z._ P 3 1 p _. t �S fix, ,, S 'cr. 3Z`tt�c, �' / C 4 i 1� 41 .vzr. t ts . �. ASya`�'. <-- { < a _... u t < < ' . . EXPIRES Os J Job# By Date Date /"/6 3' Slieet#_ of ----- i ti O PROGRESSIVE Q 0 CONSULTANTS, INC. _ 11805 NE 99"Street, Suite#1380 Client �T 2F /G H —T�" Vancouver,WA 98682 Project AU-)A)V" 360.254.8400 Fax: 360.254.3334 Location . h z x ! F — ... 49 a € s € r Y € , .... € I .._. € ... a i oi € � . _` 4il � �a € € , € 4 € 3 € r i � € s Job# y . Date �'r:� C"'._°j filleet#_ of------ z • 3 L L L a • b i Z .. J d WE Z 1 p i W W .? X r :•r.' i. CdA l) p l *Cj)u) a9—, ' ,. ��` �� ���! . y ■ + 1�1 ` � r �_ � � _ _ _ _ ��...,. _ ,, :. - ■ ;��% 4 r - - ;- :. --� ��f II l \. i i `\; ■ 'J., j�,�. �� fr �', ^. R �:},' \�!. _ �y,.. � � �' Tt' V r 1' `.' ..:ti�i _ � \tiry, e �\ 'j �. , � _ ll - � 1 ��� �/ s� �� e, a� �_ � ^I v �1 ''��,. �,� •;��". - ;i,:. • F;,�o � � f w Y T T LL U. 0 �M < W 8 I •-LLI > J - Z Z14 cn T LL 1 � Z a < 8 J Li 0 cq — `�� o 6-13-13 03:33PM FROIi GINEERERED PRODUCT! INC 2085T88838 T-8T0 P.01 F-291 T1wnday.November 13,2003 TO; :Qry Kalp I J6-WIA camp wy: C~ R&Counts Fire Donn)<uddkdon. Hi Cory. Following an do bMU IrrarncdM dust you regoand..ScMMb like You may Jwt and dre lnformedoo 0n the tud*link bowever.I am do wbola book w thw yap have amfim idmmk . U you have further regaeww,pkm don't beeitate to 00n=M. l'banka. Jew RECEWED NN 1346 _ COVE'&+ f,, 18271 Andover Pake ° WA`99199 "P'h:10660443M*P":20615754688 ` 116M -OS 03:43PM FROM-WINIERERED PRODUCTS INC Z061766681 T-878 P.OZ F-ZSt InsUimflon Instructions ,� Sw 1y �+ FIM R D . 131�03 CDOM' 'OV Ek. NERD TN INSTRUCTIONS 0 THOROUGHLY BEFORE ATTEMPTING TO INSTALL THS. DOORD Order No. _ _ Job Narm Dlabibutor: Overhead War Des: ' vid wo _ CheffiAlepWile Di1of ablN W ?V" "e"Dot.' HO10 "on" 1> 5 Tran 8u Rpm 1 a Z for oornd&WlooUon of ISF Db omdon. 9G7477-Moo 9-"4 0 Cvarhw Dear Commnalan __ . IIOY-18-08 08:81PY FAOII MINEEM ED PRODUCTS INC 2088761818 T-870 P.08 F-211 1. WokOn of Os door on my type atjotro oar than conor ►,t aria ry, ,►U.L.u411 wd with Steel Tdm, Studs,or Wood Study Typo Dart is wr R 111gl NIaEQ. Z if WAWW&M nqu m use of Sleeve Typo Expansion Anchors,she Bl•e�+w a'expanslon archer In+relne vn P I ie DiO IS�T$ t1'IUTEMY OTHER TYPE OF FASTENER. a TnessinstallMons employ ft use PVC(plaetio)fist wMIShM.it!s elN e ► tied these be ue�d where and as:hewn. DO MT OM My-ilk or use any ft have been damaged. 4. DO NOT WELD GUIDES TO JAMBS. RECEIVED - • d. See the moon IDENTIFICATION DATA'decal,P/N B�Ot 1,load NOV 13 S93 Inside Tension End Cover to ensure that door is the oorred 06 for opanhnp. COVERTENGI I, e. • Door Jambs should be plumbYOounter and header should be level. 7. Alter door insulation is complete,hnstsll V &,Mng Label, �DooW,PIN 90 001, and'1Alarninp L abei, Roling Fire Door',F'!N S T hit itain be depdy seen such=on Door Guido. Both Dsoals.are shown on Pegs 20. OCATING TOP*MC3U"NG HOLE 1. Cheok to see if counter is level: K counter Is higher on one vide,gum wlii have 10 be . installed first on the Jamb at the higher aide of the openlnp. L Ups Guide to ioaats top mounting hole on Jamb. S. Hold Gulds In mounting position, at proper setback and with bottom of guide resting on oounter or sill. - 4. Mark top mounting hole location on Jamb•by mwWng hole at top vt top slot on-guide and remove guide. e. D60 mounting tole In*nb Ana to.Insteliabn and fastener require rte ft doWled In MOOR©LADE INftAU AT w section. L Looate top mounting hole for oppoate.guide In Wmlhr mannerq M:theva"Mone rdvt re a level with each other.Guides T be pamiM mind spaced aoltor shown in flguree 1 &2a IMPOWANT I YOPO OP GU11018 . I I Fft 1l11 l R• FACE.aPJAIM B®UU)E LH SHOWN LH SHOWN d 1W Wj Page 2 Ft F NY- MS 03:33PM I'll NGINEEAE18 PRODUCT= INC 2088T88888 T-870 P•04 F281 FACE OF JAMB WOUNT 1. Temporarily attach GUIDE to jamb at top of top slot. Man 0 2. Guide should be plumb and b=Met aaoordng to wall opening wkkh anid"T ref. « see Figure 3A. JAIL 3. Drill mounting holes In PA6 using slots In guide es a -an F16atener Ghart below for CMEdze and jamb type. IMPORT MT ' ALL MOUNTINQ HOLES MUST BE NRN x DRILLEi3 AT MP OF BLOTS. ' a a. Seoureaulde to Jamb with appropriate l tastaners. See Fastener Chart below. S. Attach ouWde angle to guide as shown in Figure 3. LH SHOWN _ 1 6. IneW oppoehe guide in a similar IWURE 3 3 manner.See Figure . • JAMB PAWMER C1'iMT JAMO VM FAMUM DRILLan �wwelY'YAM �� \1�G YM W��•� 1~ 1'WW ANCHM W,dl lE M Wr Y i"SYM rMw MM W"W,HML TAP,TM Or.MM2 r U.L U611 W" worn,snmw satrw.WOM L4A3jra:so- 114" RECEDED LLL U411 WA L TMI IRa.7 ALLTHniAD,U%19 ?Hi" !EV 1 3 �003 OR o01'f'plut�r (AGE NdrE f it TVM EWA&kk- NOTE On Unfliled M&MW®lode or Soft Brick Jams Where M*resd Thru Bolts Are , Required,A Orush Flats, Flat Washer,And Acom Nut Are Needed On Opposite Side Of Wall From Guldes. Page 3 NOY�18-A7 A': M FRAIt•r1iDINEEAEAED PROD= INC Z66676"ll T-470 P.86 F-291 Y U. MIN 1 3/4• KIN ' min �T we@ 11W i 14 ffo 94 VA.-0000 un.� xnnal 7/0' MIN, 7115' MIN op GA. NO I~ .�.MEW. rail..IiN>< !•M. sIm,slue rw , . s weow ro L/It' • • 3 Nre' Pff i 1/1 7/iN NIN . w GSA. ON FA 10i1rIllif 1RfU't if 4 Ym!slTlr.MMN W17H R X 4 V=L l=L 9=4V= bl�l M i�AiA 010.10 am • y • •t nm cam ml ! 11 40 r STEM FLAT VAMU RECEIVED ov 13 20 COVERTENGIN�Eft; a.arT uNtrearue, 4 u iVM3-03 03:31PM F11OM90IMERERED PRODUCTS INC 2061756688 T-670 P•18AI F-311 BETWEEN JAMB MOUNT WAIN E . 1. Temporarily attach GUIDE to jamb at top of top slot. Qumn JAMB 4 MIT 2. Guide should be pluft, and bust per jamb. See Floure 4A. r� 9. Ddll mounting holes in jwnb wft HUIL slots In guide as a guide.Sea Foote P Chart below for drill Ati and'Aft tYPb. s IMPMA,W ALL MOUNTING HOLES MUST BE R111 DRILLED AT TOP OF SLOTS. Mpl� 4. Secure Guide to with appropriate rfRN fasteners. Sea Festew OM below. LH SHOWN a 6. Attach outside plate to guide as shown In Figure 4. FIf3URE 4 A. First, loosely Install IIr long Flat Head Screws. ' B. Second,loosely Install 1 We long Spacers with 2 1/411 long'Flat Head cs�Ird, Nuts.nd �r bno plat Head RETIED Screws and than tighten the 2 1IV long 13 Flat Head Screws. COVWENGMEEk, H. Install opposite guide in a similar JAMB PASTENER CHAOtT . JAMB TYPE PASR7EMER DRIU.on emm. vcRsw,N1%TAP,TVM-n•.Ur-1:s 1N liar M �CMOs RII ANO/bR��iLmE,air r ?Jr" WNW . iRErJ.�tJi!OII �7vrL nii0 N �1,glx.7AP,TYPE'6-'IM•i!i 1C' lair' woos rm o acs*w,W001% LAm,ur s,r err UA-w»W" . Page 5 I�W13-01 02:'�IPY' FAOYHEMGIt ENERE© PAODUC"i3 IMC 200711018 HTO P-07/21 Hill d VA. mx, s • M. mm VM �t yAp. Yi7M!Mir k NO.i�t11M . lf�i M 'r � • • r � r f • is 6l1, � VIM•Y 4 IIM eM JOW Y�iN!X��i itfrL 1'll�JMIN own i �..a FULD RECEIVED NOV 13 2W COVERTENGMIEM, NOMMI MUM FM*MINE MMD PIODIICr= INC 2066716161 T-670 P.00/21 F-201 OK I WNN JAIL MOUNT ONLY THE FASCIA PLATE IS DESIGNED TQ tER THE CURTAIN BARREL.WHICH 18 LEFT EXPOSED WHEN INSTALLIN13 A DOOR BETWEEN JAMBS. I. Poattlon1M of fasda epeinst undsmoath site of header and p 9des. NOTE: l h"Is not ooW on bottom to between Gum" bw*bottom 1p of Feeds to dimensions shown In Figure S. L Drill 15W die. holes,two at each end,outside of h"94 n�u eagle. Using `t/�4-20 X 3M Max Hd.Thread Cut Type"F"Sorewb,fhftn to Guides as shown in Flgure S. 3. Attach 1/20 Strap Hooks to underneath side of Header and sgafnsttop Up of t'aaots as shown in Flpurr g. end and hale In 00*0 6w rlrrgldnrd.) See Fastener Ohart for; of FOdwArs lo use an dinar ty of,Headers. Dftterent width doors will hm different number of Hooka.` pace Hooks mronfy. p FMCIA TYPE r'F" HEADf,R 006 MR MOURE a.. FASCIA Gut° Rk� D ]FIGURES COVERTEk. HJil '1'Yf+IE !�_ . Digit.t �Mf6lNI,11�'rAt•YYP�"s" � 8 1.'t't1I1614t .�TUOWWI M TAP,TIIPls"Y" M W.U411'VIAL1. "x! �1�" w0i70 A=t19 i WWI;LAA M LLL N1t'1 WALL %-Tar �'~ Page 7 NOV-13-03 03:34PN FROM-ENGINEERERED PRODUCTS INC 2066766066 T-670 P.0 M F-261 1. Place protective material In area where curtain will be unrolled to prevent marring of curtain surface. • L Position Curtain In front of and parallel to door opening. J. Unroll Curtain. Top slat should be nearest door opening. 4. Position Curtain Barrol'on floor at Top Slat end of Curtain. Drive Shaft end Is stomped "Ft'for right hand drive and IV for left hand drive. a. 'Doors are equipped with an Impact Device Assembly on the Tension End of the ' Curtain Barrel.The Impact Device has a Perri which point In won of Iasi rotatlon when door is closing. Check to see that Pawl Is pointing In correct dlrsation. gee PIgures 7 and 8. 9. fay Curtain ftrW on.Curtain and center to where there Is 1 w curtain overlap on each end. ` 7. Wrap Curtain over Barrel until ;,..,,,` staffed holes in Top Slat align with Weld Nuts and install fasteners so Shown In Figure 8. A 6. Check Curtain overlap sin d r G*6t N necessary,then amrs Top gist to Barrel. g. Rail Curtain tightly and M mb FIGURE 7 ono Barad socur i rope. Rotes &W 1�1.AT J"• cuWrM /''' RE EIVED _ 11111V t 3 M f RGURile 9 Plspe 8 NOV-18-03 WON F110MiNiINEE16(O:D P ODt $ INC 2066766818 TWO P-10/21 H81 1. Install Tension Shaft UAwftly AN900 ANOW Fiat Weibel'. Rc on mlBng Set Collar and Tendon Drop Arm Assy.on . i tension hoadpNe as shown in Fig.9. NOTE: Allow 14e olsomm between KEY1 rotation limiting sit odw and face of " tension shalt mount assembly. x t,Y Position nrtMOn limiting art Collar to allow tension drop arm assembly to I rotate to a vertical down position. 2. Position Tension End Headplate on Door shah. a. Slide '/4*long shaft spacer and Tension adjtrstilment SOT sprocket LH SM01NN (hub toward he pInto) onto Door L FIGURE# Shaft and install Key. 4. install Impact Arm Assemby onto N Door Shaft in a prstlminary position MEMPLATE as shown In Figure 9. 5. Slide Set Collar flush with Impact arm and flghten sat sardw. xl ' DRIVE END PREPARATION o P.Uem)p OPERATm wrTH GOVERNOR- 9%" HEADPLATE I. Position Headplate Assembly on Door Shaft. ,. L Slide 140 long spacer and 64T sprocket (hub away from he a)onto door RM 8HCWN N shaft and install keyy o not tighten VIV In, set screws. FIGURE is 2. Install#25 War gain on sprouts as � shown in Flours 10.Some hems shown are factory assembled HEAb!'LATE y o DRIVE END PREPARATION PUSH-UP OPERATION WrrH GOVERNOR- 11 HEADPLATE 1. Position Headplate Assembly on Door shaft. L SNde 3/4" Iong shaft opl=r and 38T hub fro sProcket( re onto door shalt end lnateli key.Do not i tighten setscrews. 3. Install Choln on Sprodk is as shown RH SHOWN. In Flours 11. Some keelsR RIOassembled at pint.a Shown D FIGURE 11 dleassembled for clarity. Nov � am Pap® 0 COVERTBONEERS NOH" At HPY F OH NfIiiNEEIi W PNODUM INC 2066T606a19 MTO P.11/21 F-201 ..... . -M soAft" '"MAMMM AdwE.WITH QOV'KRMOR & x I. Soft CMnk Garbox Nbun Braa--- c ers Hie ualpp fin provided.Then bolt crank 6921box to°bra"with tsstenem as shown in fture 1 L 2. fteltbn headpWe■assembly on Door Shaft. L Side 1/2"Iona Shaft Spacer onto Door Shah aura shown. 4. 811de 30T Door Shaft SpnWW(hub towaa*headptate)onto Door&a t,end Inew icay. Do not'f9tvten svt screws. L Instal Chain on aproolwW.(A W Headpkft Is installed on Golder chock DM Chain temlon and Irsequet It noosoes".) NOTE;Some items sere assembled at plant but are shown daawnribled for otority. Ir fi�ApPLATi� . , t.dlK • . I • -Mao RECti = / PIM NOV • i Cover Fit : RH StI W" FKW ABHttt, RGURE 12 Pope 10 NOY-18-03 WORM FROM OGINEEMOD PNODUCTS INC 101147511111188 T-171 PAZAI . F-101 w 11r4a x y" NOTEI Mac aim INST'ALLATIQN Im7twul 6t3N PAGE 19. Twig MUST BE 000 BEFORE INSTALLING CURTAIN ABSEMBLY. I. , Using a Wdt%ndeo Gurtaln ASSOMMY with Headpl W Into mounting poel8on. Z, SsW a HeaOlates to Guldes. Ix i Sao Flours i .. S. Clamp Lad ft Pliers on and V bpbw FIGURE 14 . top of each Guide. 4, LOWN rsp tes.'ir 8otrem � Sottom OW Into Bar should rest an the t addnp Piisrs. L Install Gurtaln Stops.Sae Figure 15. e 8 8 • noun 15 CURT AD "ANT RECEIVED WARNING Nov is Al puffin MUgT to se b n CQVER?ENMERS H *Joe Ind fi*mlsed Position tuts.' AltK oarftlnp Gurtaln,Walks wn on Dchre End that ehtdt 1rpeAel6 , . N�the �•and all Set WON err, hbl►nod> snd chains am siloned. RIOV�ia-08 OVIRY FROMGIMEND FRODtICTB INC 2086768888 T-8T0 P.101 F-281 •—••low.lw.• memos 0780 t Vri/• eal a Qf%X Door LltW bi In 1011 - ' when matdnp orr> 1, an Door, n t �tooftd Cover to deterwfw tutrl w'of "v n WN Tune-to put on TioMon- i rnt 8prook4 g. ftwo 11ot aft ww[mpg%arm an�tl ilt i n end shaft. e. MAW WftifttmchAk mark on Tension s�+r At Iroctcet. s� 4. lno" tit.Wft Bar into'hoies cf "' 1MI� qr `Moreton 8prt> W and wind otr WWWWW" ofwS using ftk mark 4 se a M*� ..I1* As you wMd 8pl odaet and hotel n Drop Arm Aesu►mj* undl you we reedy toMA 401ftr 114'turn on the Sprocket. 6e figure Ia. - - L AitOryau haVS,put au toms on the Sprocs<cat tfltt+ldf t4* 1,Tomporadly de Tin D Mn AseemWy In the"UP"position. T. eo 6. i -Iftlease Turn".on Page 1. ;InVapt A"n Njo Figure 16. 80 An tr W4 release turn for: PUSIT-UPOPONIon with governor. �uss opordon with governor. 7. Install Set Cdw Mw Figure I CL Removra vise grip pliers from Guides. FIGURE i e L Op4n and close the door 6 times to check aperation. RECEIVED IL Must tenslon as required with door to open posidon. Noy t 8 � COVERTENOMEER. F%p12 DkOP TES NO NOTE Door MW be In f raio , #ora 0 Drop TOM, or+rlee t9rwr may be damaged, 7. There are two things to consider before drop tsatinp door. (A)When Tendon Drop Arm AssemblyCurtain MddT NOT faq faster than an average of$feat p + ond-ttn vet a governor. (H)Bottom Bar moat Dame to fast on the bounter or sib upon completion of curtain travel. Z Manually c#econneot Release Clain,thereby dieengagIng Tension Drop Arm Assembly. A► WARNING RECEIVED ___] Nov Tension Drop Arm Assembly wAl!rotota rapidly i 3 keep hands,clothing,Wit,eta clear of Its path. COVERTENOIHEERb 9. If Curh4n falls too fast.•R1 ;AS the Amount of'Tension Release Turns"In 1/6 tum lncremerrts. if Curtain falls to slowly, WflffAS the amount of"Teneton Release Turns"In 1/8 turn Increments. Initial tension turns may also require adjustment. i »arr��T 'Tension Release Toms"must not be reduoid to an amount that will not allow Curtain to cep. Be sure to reset Tension Drop Arm Assenbty after a vents. IMPORTANT Door should be drop tested periodically. NOV-18-Ot 03-MM FUMQIIEBNMD PRODUCTS INC 206i1iiitl T-870 P-IMI F281 - nvu+u • :��i R��w i�vn 1. Position Hood on HmWpWbm Z Poeltion Hood Flarlpv against Hader 'n and meek hogs to be dMed In huder for faetener locations. Bee Figure 17. ' S- Drill holes In Header per Fastener requirements shown n Chart Bober. sia How 4. gas ure Hood Ffangs to Header using Fastemers per Clout below. R hl 013 1. Pas Hood an Headplates•. 17 CQ1l ERb * Position Hood Angle on top of Hood undi Hood Angle Is fkmh with Hndw and centered gamp Hood angle to Hood. sty.low r�ocw a�rtsa. * Disconnect flame baffle sash chain assembly. AMM o sn x�a• 4. Using holes In Hood Angle, marts hales on Header to be dr311ed.Ddll how to huder per / fastenor requirements shown In chart below- 5. Using holes on bottom of Hood Angle,match ' • drlff 13/84"dfa. holes In Hood 8es Fggure 18. PUM BMW sum L Uslhi&I 81-dlamster steel rivets,secure Hood Angle to Hoof and remove dlamps. two See Flgure 16. 7. Reconnect flame baffle suh chain assembly. • FicilURE to 8. Attach hood angle to header using fasteners per chart below. Hi3ApR TXPg 181fFItR e0111�,1le�'�'Ar,T�•N � _. arm %41Rs Y OONON�m t .LSO 0M 11t+OC1C IWOMOk um �m %* CO,0--1�t11 K %1t1%* iRl0ib1INalmo Tii' em Wt 'mKTm'"M-11- MIOOpi1U0 WmWv'MOOv L" M Y,f4 tM11 HALL +K�s>t" Ptape 14 NOW43-08 08:88PIr M-MINUMM PAWIM INC =118111 TWO P.rihr F-201 I. N a1 IM Tendon 1d Drive End Coven on CWTQ-raw" " HesK1r I l . . 2 Drill 1SJ V dla.holft two on each surface, . thru end covon► UMNhe �t+r -Use 114'•20 x . 3W Hex Hd.TN. Cut, F"" Screws to attach End Covers to Nero tes.Sae Figure 3. For 9etWeen Jamb o*,s s aoh hood single st both ends to and cover wkh a 1/4.30 x 3W Hex Hd.Thal.Cut,Type*P Screw. 4. For Croak Drive,cops and InIfth Drive End c o Cover Bottom. FICIUM is TENSION END RELEASE CHAIN 1NSTALLAMON Install Tension End Rw#lsm Chem stud FUM& t nks scoordlra to appl able dleprrma. Relaeo Chain _ ten*n cif T hold Uslon PM Arm Aes n*In"UP'.or Eng W position.Asia Flours 20 for Exterior Wag App,Wons and Figure 21 for interior Thru-wd-A►ppkadons, ' NOTE RiG{iIGNriiV ' coweaeft MMOVANCHOW osrLM Y s�wt owiw WHOM FUMLSUM Ogg how nnsw= a AN AUMBLY COO M FlDURL 20 . Page 15 1OV-13-03 0:181111 POWNGIIEEMO FRNIFII INC :Ouy ul T-q1 P.Il/t1 Ftil i cNwUn: CHU MCLCAM UMAIN[ INSTALLATioN UONT. WN T n aleali�e EAd A Chaldn aluW FusIbas Unks a mrdlrg to&WIMa"a��f Chun ter hO T-Onalin Om Arm Aneft bly In"UP or OMqW poWOM See f 21 for int�tlorTh'e�+wieli�pplloattvn. NO?E RECENED my 13 Im Close all"d"Make oompl�ly. . lN:L�BtQ �'�l.�1l4 COVERTENGINEERb • an�lla �Y Wr IA. ' > IRN�LE UNiC !M"19•AT I ate. _ WAM SWLLL + an TO rwaa 7 Is��a WHOM MURE 21 Pops 1s ROVr13-03 08:88P0 FRO MCISEI' ND PRODUCTS IRC 1066TSU18 T-670 PAW F-=61 ____.... RECOIED IM RTAN T WV 13WI � iWrr OWN COWENWWW 1. Remove the TOGM END COW.See F'Ipure 22. 2. A urge 23 end remember tfw wle"M of IMPACT ARM so k an be R09T to GAME P0111'I=. 3. Hold DROP ARM in horizontal positlon. 4, LooeenyWMBUW� Z and dlsconnect FMOLE LINK from 000 AOL Refer to Figure 23. 3. KUP HANDS AWAY from TENGION oo�VM and j&MT ARM. FIGURS 22 6. Relewmi",QP ARM and the FIRE DOOR wtli CL08E AUTOII A"11CALLY. MW RESET IN UCCTIONS : . 1. Raise PIRR DOOR to OPEN POSITION. pkm I QOpQ PLIERS on one aWOR to hold the ow WM ISAR.up. Use&W O.D.gmn ROD to return the IMPACT'ARM , to IN INAL'PowmN betore drop tW. Refer to Flgum 23 A 24. Insert 9/e"x 1j'WHO Rod into one of the Flaw 23 . holes in the 81OGft 'HUl1. rr�cTote oNaN�w. lic With DROP ARM In down position rotate sae sprocket 900 In direction shown. . 6wtl eras Raise DROP ARM to hold SPROCKET in place. i Repeat steps urd IMPACT ARM Is returned s to Its ORIGINAL PONI'T101. 4. Hold DROP ARM in HORIZONTAL POWTION and re-~the FMOLE LINK over PIN and tighten TURNBUCKLE. so. Remove LOCKING PLIED from GUIDE. iM1o01alT P&O� 6. Replace TENSION END COVER. FIGURE 24 Page 17 lIOV�-1i-6i WORK tE0MI INC 2066T11161 T-170 P.19AI F-261 1MV 1ALLATIO N' INST tUCTIC' S Drill Chan SLEEVE-TYPE EXPANSION`ANCHOR Dta tsr min. rat MWVWTSW wcpandon anchoM maY be used in hard%red bloc Med coma ste masonry units *ck), or concrete wears, sro sn . Wo . IN sago Wo When dt1 anchor holes, use cat"#wed ddR bite mamilao. aWe .eso .bee lured to AN 1594 Standard toleranoes on tip ends.On 0011 Chart. 4/4 "111 .787 DO NOT USE EXCESSIVELY WORN DRILL SITS RECEIVED NOV 13'M WEAR SAFETY QLASSES To PftMOT '1t" ENGINEERb §61EVE AN.FOR FAA - T , 1! BQL 1. Hold angle firmly against wag. 2. Ddl hole perpwdoulvto arim. HoW depth dWW be wWal to MR length of apmlon IEt*w. 9. Slow cent out of hoc.A clean hole • i'. . Insures highest holding vim. ' . f � � . • � � tea. • •• r .r . .r a. PoMon s eeve.A GhOr nut on end Of bolt thre ldgap prOM thressfe D when a Molt Into hole. Inetall RILL HOLE DRILL HOLE washers;on anchor. Remove tag from Rm*Bolt ; all * 'N4•� S. Top anchor irto hole until Mraaters s and angle rest spatnst surface. �. -.• ` Y .• . .e • .. INSTALL ANCHOR (NSTALL ANCHOR S. Recomrnend us hand wrench ONLY.IWMn anchor 2 to 4#dms 'past tyre Mnd t1g Win.00 NOT EXiED instsllatlon torque shown below.too , 3 • �•' •,; t max. rque' Nit- ounds • "s; . Anchor Anoha`Mmeter ••. •~ 4.9Typo 5/8 1/2 WHO9/4s 4 .' ♦ M.L. ;�• K I f TIGHTEN NUT 61° Ammer 16 28 so 0 TIGHTEN NUT Pape 18 R4wt•8olt 135 so 100 120 , I WOV-11-03 0#WN F 1ll6:MI) PRODUCTS INC MITU881 T-6T0 P.i0/Z1 F-211 1. After Oulde Instablion and beRM QUfW Instfdfitlon,aftah Lk"Sal Angle0 . with its horizonW leg dash*0 of�bdst. Figure 15. Use ddR size and fasteners per Header Fastener=on Pape 14. ' ALL MOUKES , 1. After beado door insWidon Is oomplete,o©mple *loves ourWn with boftom bar rssana on counter. li 2. Brush salt should be mounted to AphW contact the face of the Curtain and not affect door opersdon or door dropping. 9. Use d6 x 914"Sarows for brush seal attedurak. Use 1W ft dAll for aschment to guides and 7W ds.OR for attachment to Lintel Seal Angie or Fads. Ses Figure 2& LN1'EL 'BEN. . ,. UNTE. ANME BRUSH FASCIA •�,°''~ ASSIMALY LINT>�L BRUSH aEAI. ABLY HEADER 0 GUIDE GUIDE BRUSH REAL BRUSH 8 A66EMBLYamBEyy�JAMB FACE OF JAMS ASSEMBLY RECEIVED BRUSH 819-AL A908MLY WTALLATION DETAILS my 13 1�13 FOURR 25 COVERT ENGN�ERS Paps t a N011.1I-0I O':ITPM PR0IM41NEEREPAD PRODUCTS INC IN5766681 T-670 P.11/11 F201 1. A11tar oompMe doorinatton, +Dim atom surfm of bofom bow. 2. Ap*adho"� ft 0- 11*M U pt IQ i ei7rkslo of boom bw. PM aftne paper to nomoAm"We of fomu11�11 �p y 8. Cop ends of foam bottom b w Ir&lnto gMa and ffWo sure Upe d"ofPt Interfere with door oper n ordoordhaft 4. Prm foam tape Army apt*bothm barto eswro food odhodon.tomom W=w pper. nMr.AIASHOWN B L W . 'T BE ATTACHED TO' THE Taftw ON THE COIL 816E V1tA Ile •Un%*dw bdas row r • door r►hon dw 10 •�o No�rp.ant oMlaan I' • N'Mgr b.00r,aM or Mi�•�d,cdYMr .DOIardMdln r.a�am.«►�� Nrr► WWdWk •r oo"M lgrsa•bupoo, oM�a EdIrn0 Mad's •b. r ao 1 a lkb M h stpM d v� � aar M •p00�M 1M1dr b1011" (ra�Ofl.ltsAS ad • NNIIOrd�N,NfI� ooatoot Mod �p� RECQ AN - Z COVERT s7v Nar naNw,Mwr,�rwr POP 20 !!!n r 11/26/23 M*4e 3682756164 STRETCH ISLAND FRUIT PAS£ -02 J I i/(WAM 1N oN cor �x,wA 1iAMAU N.1'1011P"t PX I 4471 9 8� 11/25/2M 15:40 3602756194 STRETCH ISLAND FRUIT F E 03 WANto ow SEEM Provide AMLYM fr raw mB MWw A&a 2-4=be aft pw dsm 'h MPUL �► fraa�ed�+�a�e. MAvrrY : and is, 4o peMW Waft COWMAIOW io ptaad LAMMRALLOAns: 1�iod eo�powt+aa,��H sdowo xono m SUE SOUS DATA: Aamanedalow. !d!b=ft p��.1SOW u j r ■; ■■■■�■■■■I■■■°°■■■■■r■■r ■ ■ °■rr�i �w■�� r:.'°: :���al.:t �7'�mono mom MEMNON0 t ; ''�rl��: ,;'C[aiw■■r■■■�+irNiwi■iirr■.■.■w■■■■ om mom■ooll ,%it Pi I L41 IM&AV-311 rr■■■■Room ONENESS ■■■■■■wlr'::� �`':1■i■psi-.:■■■■■■w.■■■■■■n■ ■■■■■■ri■ail■■■0:��1`�■■■■■■■i■!■■■■■■■■ ONO ONE■■i■r■EON a q�� '1. l LrIU:!aUZIII M%"A'daf ■■■■.r■wiry■�It1■■■■■■I�■■■�� �,��.�■■■ amommom mom IN ONE EIMMIMIMMMMIMMMEMIMM ■�■■■■■■■■rrlir■■■■■r�11�1■.■I�r.l�w.�■i■.�■.iL �i�i�ir�i��i�i■rr■r■■ i■■■�■■■r■�ru■■rr■ MINIMUM OMEN■■■■■w■iNM■rL _v._„ .y ., ., r. ..._�ar■ �rrr r� IgYlr���� ONAMMIMMEEMIMM ■■■■■■■■■■■■EMMMIM OON�M::rMMINIMEME ��i�i��ii��i�i�i�i��iiii■iii�iiii�°■�ii��i'°°°°OWN ■■■■ ■■■■r■■■■■■■ ■IN ■rr■MI■■..■■■■ no 1011MIMMIMMINIMMIIMNNIM r�i■r ■■ wrM ■■■ ■■ ■ ■IM■■�irrr■■■r■�■■ir■i ■■■ ■■ ■.■■■.■■■rr.■■■■r■■r.■■■.■"mom no ■■■■■r■■rr■r�■.■■■■■a■■■r.�rrrMEMO w■ �MINi�i�iQ � ii�� i�i�r°�°� ■Mi��irriiiriir°�ii��ii�i N■■■ ■■■■■■■r�■■■■■■■■.r■■■■■■r■■ i�iii���i i�ir���i��1°■���� llMOO°� =ii1r 1i 11/45/2803 15:46 3M75U84 STRETCH ISLAND FRUIT PAGE 85 ye, At t- NO � ! I h w j w 7AOiiiMTweCMir�l�Ar/0 • lyufrORpm • aOi�ISM14■Mv • NYifB~i�� "�,�'�r Food Pnaa�agr lwiruy►" '' l pp 4q ¢-:Mt'M'kkF �1 aMna9w aaislP �1 !�flRNR:iAE�M P} v llgRlr# wew w.k, n. ■ ■t ■ �=� ■ ■�.■■NNW■■■ri■ AC;NO rrr.■■■■ ■■■■■ :■ ■try■®�� .� : ■�� ■■■■■■■war■■■■■■■■■r�i■■■■■■■■�■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■�iii■iiii�iiiiii��i■ii■■■iiiiiiiiii■ ■■■■■■■■■■■ ■■��■■■■r■■■■■■■■■■r■ 11/25/2883 15:48 3602756184 STRETCH ISLAND FRUIT PAGE 87 Pary lM�7Y� IM�,74�! wax l3 n coa"- �r.�uw 11/25/2803 IS:40 3682766104 STRETCH ISLAND FRUIT PAWS m 4�Are oit= 4rlEeRs i as { ' gift x V p W. x p ra` ��: Nwo Vol MASON COUNTY Special Inspection AuthOrizatiOn BWVft Panrit Assistance t ester 426 W.-CedadP-0 BOX 136 Shelton,WA 98594 Ph.:(360)427-9670 Fax:(360)427-7798 I. Project Information Permit #: pan vitls t IPS ,Address: Proai�t;�41Ic. o 'a i�iame. S' . II. TYPE Olr WOPX Items checked below regptce Speciai Inspecttons complying"101997 lJoKorm Buildl4 Code Section 1701.See section 1701.5 for kXc00ttoos..All inspection reporb a Lint tie submitted and approved by the building official prior. sus4cc of a certiticm of occupancy. Y, 1. :During the taking of test spechnws and placing of reinforced concrete.See item 12 for shotcrete. , RD IN Prior to lm the plaoat►eat of concrete around bolts when stress incresses pannitt by footnote 5 of!"4 d"of SeaNtin j ut0iud ❑- 3.S-P MOMENT-=10W 70Nt 'i FRAME:As required by Section 1921.9. 0 4. ::4.1,Dwingsil wing and grouting of tendons in prestressed concrete.4.2.Duringplacing ofreinfoicing steel and prestressing tendons for all concrete required to have special inspection by item 1. ; 0 5.�c"rt 'gym wL WBLDIIJG:5.t>St 1EB IcDuring the wel ' 4f;ny MM*Ifr or connection which is ^41 At designed Ao ' loads and form required by h, f.52. steel fratrtea b additi tb I6t 5..1:requueirtents FRAMM.During the welding of n> � wit` ING AP RF CED STEEL.Dunn the above,nooderucdve testing as required by Section 1703.5 3 - � -- 1iYSi�� g welding of reinforcing steel 0 6.ut[w.S'r7tt?N=BOLTING.As required by Chapter 22,Division IV.Such inspections may be performed on a periodic basis in accordance with the requirements of Section 1701.6. 0 7.M RUCMUAL MASONRY:7.1.During preparation and taking of any required prism or test specimens, placing of all masonry units,placement of reinforcement,inspection of grout space,immediately prior to closing of clesnouts,and during all grouting operations.7.2.See code for requirements on fully grouted open-end hollow- unit masonry. ❑ 8,RErNFORCED GYPSUM CONCRETE;When cast-in-place Class B gypsum concrete is being mixed and placed. ❑ 9.JNS li.a'F LQ CONCRETE FILL,During the application of insulating concrete fill when used in part of a structural system 0 10.SPRAY-APPLIED FIREPROOFING.As required by UBC Standard 7-6. O 11.PILING DRILED PIERS AND CAISSONS:During driving and testing of piles and congtrucgon of cast-in place drilled piles or caissons.See Items A and 4 for concrete and reinforcing steel inspection.' O 12.SHOTCRETE:During the taking of test specimens and placing of all shotcrete and as required by Sections 1922.10 and 1922.1 I. / 13.SPECIAL GRADID►G.EXCAVATION AND FILLING:During earthwork excavations,grading and filling I ` operations inspection to satisfy requirements of Chapter 18 and Appendix Chapter 33. O 14.SALQfQkQ= SYA=: 14.1.touring er eetioa of duct work and prior to eonceailnim fir the purposes Of kalaige testing and Molding of device location. 14.2.Prior to occupancy and after w►f sim completion for the purposes of pressure difference testing,now measurements and detection and control verification. O 13.SPECIAL CASES:Work which,in the opinion of the building official,involves unusual hazards or conditions. III. SPECIAL INSPECTOR S [.ECf[ON:The Special Inspection Agency and Inspector shall be registered by the Washington Assoeiatibrt of`Building OM�b&(WADO)faar-di+tjpw icutw type of. or operation •Such ibalt besjeipd 's and ved by the �diryklnl'pdpr tR g permit. At�id1 not be acting as or bY-thg°fpa?ofal itiipfrolioll oiRiaorttritalarsgrcrthis N8l4 ;zor Type oflnanection a) b) c) DIVES RESPONSIBILITIES OF THE SPECIAL INSPECTOR:no special inspector shall observe the assigned fo e0hibt'1nance with Me approvo�drli Viw and .TLe special uspeciw I furnish inrpoiotion reports to file building offidaithe�dttginikr or arceif!ofrtioard,and odietderignated persons.All discrepan stall be,;bmught to the immediate sit on of the contractor for correction,then,if uncoffe ted,to the proper design audtbr'd+f snd o We building official.IU special inspector, *ibmit a ll aal':signed report-mating whether the special inspection was,to the best of the' 's knowledIM in conformance with the approved p in ' ,. - ns and'ille appticlible workmanship pro ofthe UWform Building Code as adopted by Mason Cidaty. DUTIES ANDESPONSIBILITY OF THE CQNTRACTOR R :The contractor's duties include responsibility for notifying too, pet l Wiow �'or sggicy re$wdiq individual in9Pcc i0fii*uuvd by th�building department Adequate wide shad provideo so' � to goiiai ips�dtot'with acae:ts to appm4ed plans at the job site and be responsible for at the Job site dill"ape W submftted by`the special inspector,and providing these re o crds for t�tview the by buili!mg depfr<takent's�open rogtW&Campktion of this inspection form does not relieve the contractor's responsibility to schedule inspections by a Mason County building inspector before conca4Iing any work. DUTIES AND RESPONSIBILITIES OF THE ENt3WZR OR ARCHITECT OF RECORD:The engineer.or architect of record has many duties and responsibilities related to special inspection ivities.They include identifying which special inspearoni fire needed,developing a.schedule,and assisting in the ection ofthe special inspector. DUTIES AND RESPONSIBILITIES OF THE PROJECT4WNER:The project or the engineer or architect of record s is FOI.i. IV. AUTHORIZATION:I hereby state I am the legal owner(or owner's agent)of this property and agree to iimlmly with the requirements listed herein. 41A�� 12--. <AqQh�44 Si Name �vmer OAgent Date O PROGRESSIVE 0.0 C O N S U L T A N T'! INC . www.pcienitineeg.com 11805 NE 99th Street 360.254.8400 Suite#1380 Fax 360.254.3334 Vancouver,WA 98682 Portland 503.230.0227 Calculations For Stretch Island Fruit Canopy 16371 State Rt . #3 Allyn, Wa . 98524 Progressive Consultants Inc. Job No: 0370 Client: CEI Index to Calculations Item Sheet Design Criteria and Loads ................................................... D1 —D5 RoofFraming ................................................... R 1 —R7 Foundations ................................................... F1 -F Frame analysis ................................................... Al—A34 Braced Frame Analysis ................................................... B 1 —B2 Connection analysis ................................................. CI —C2 Lateral Analysis ..... ................................. L I ti� of WAsy� 'G � s 1 •� 17708 �. �SfONAL� EXPIRES SL 2•d'o.bS t 1 g� 10/20/03 DESIGN CRITERIA.doc/REV 11-7-00 Q PROGRESSIVE 0 Q CONSULTANTS, INC. 11805 NE 99th Street,Suite#1380 Client CEI Vancouver,WA 98682 Project . Stretch Island Fruit Inc,Canopy 360.254.8400 FAX 360.254.3334 Location Allyn,WA. STRUCTURAL. DESIGN CRITERU Location: Mason Co.WA. t Codes: 1997 Uniform Building Code. AISC-ASD Manual for Allowable Stress Design,Ninth Edition AISI-ASD Specification for the Design of Cold-Formed Steel Structural Members, Allowable Stress Design, 1996 Edition NDS-91 National Design Specification for Wood Construction ACI 318-95 Building Code Requirements for Structural Concrete Live Loads: Roof Snow Load- reducible for pitch ............................ 25 psf Wind Loads: 1997 UBC Method,Basic wind speed 80 mph,Exposure C, Seismic Loads: Zone: Zone 3,Z=0.30 Soil Profile(UBC Table 16-J): SD, Stiff Soil (Assume per UBC 1636.2 Item 4) Occupancy Category (UBC Table 16-K): Standard Occupancy(Category 4), 1=1.0 Structural System For Building Structures (UBC Table 16-N): Ordinary steel moment resisting frame, R=4.5,n,=2.8 Seismic Weight: (UBC 1630.1.1) Total dead load Load Combinations: (UBC 1612.3.2) Dead+Floor Live+(Roof Live or Snow) Dead+Floor Live+(Wind or Seismic) Dead+Floor Live+�/,Snow+Wind Dead+Floor Live+Snow+1/2 Wind Dead+Floor Live+Snow+Seismic Note: Seismic Load=E/1.4. The 1.4 factor is included in the Seismic Load calculation in the Seismic Load section. Job# 0370 By dlm Date 10/14/2003 Sheet# of f _l O PROGRESSIVE Q Q CONSULTANTS, INC. 11805 NE 99th Street,Suite#1380 Client CEI Vancouver,WA 98682 Project Stretch Island Fruit Inc,Canopy 360.254.8400 FAX 360.254.3334 Location Allyn,WA. Soils Information: Allowable Foundation Pressure: 1500 psf Frost Depth: 18 in. Soil Properties for Retaining Walls or Special Foundations.Assumed Soil Type (GC): Allowable Foundation Pressure ............................. 1500 psf Soil Density 115 pcf Soil Active Pressure(P.) 32 pcf Soil At Rest Pressure(Po) ............................. 50 pcf Soil Passive Pressure(Pp) ............................. 410 pcf Soil Angle of Internal Friction(0) ............................. 34 deg Coefficient of Friction with Concrete(µ) 0.40 Modulus of Soil Reaction(K) ............................. 350 pci MATERIALS SPECIFICATIONS Steel Reinforcing: Fy psi Fu psi Rebar: ASTM A615,Grade 60 60,000 Anchors Bolts: A307,Gr.A 35,000 60,000 Concrete: fc,psi Foundations,slabs: 2500 Structural: 2500 Structural Steel: Fy psi Fu psi Structural Shapes A36, 36,000 58,000 Structural Tubes A500 Gr.B 46,000 58,000 Structural Plates A36 36,000 58,000 Bolts: A307,Gr.A 35,000 60,000 Welding: E70 XX Electrodes 60,000 72,000 (All welding to be in conformance with AWS D1.1 and requires special inspection.) Light Gauge Steel: (Cold Rolled) Fy psi Fu psi 12,14& 16 Ga. ASTM A446 GradeD 50,000 65,000 18&20 Ga. ASTM A446 Grade A 33,000 52,000 Bolts: A307,Gr.A,Galvanized 35,000 60,000 Welding: E60 XX Electrodes _ _ (All welding to be in conformance with AWS D1.1 and requires special inspection.) Job# 0370 By dlm Date 10/14/2003 Sheet# of t R O PROGRESSIVE Q Q CONSULTANTS, INC. 11805 NE 99th Street,Suite#1380 Client CEI Vancouver,WA 98682 Project Stretch Island Fruit Inc,Canopy 360.254.8400 FAX 360.254.3334 Location Allyn,WA. Dead Load Calculation Roof: Metal Standi -seam metal roofing s m 1.5 Steel ropf 8 rs 5 Mectta 11,and Plumbin 1.0 Miscellaneous Allowance 3.5 Total Dead Load 11.0 Job# 0370 By__dlrn Date 10/20/03 Sheet# of O PROGRESSIVE O Q CONSULTANTS, INC. 11805 NE 99th Street,Suite#1380 Client CEI Vancouver,WA 98682 Project Stretch Island Fruit Inc,Canopy 360.254.8400 FAX 360.254.3334 Location Allyn,WA Wind Load Calculation 1997 UBC, 1615- 1625 Mason Co. WA. Basic wind speed 80 mph, Exposure C, Standard Occupancy Roof Projected area uplift C, Exposure C, 15-20 ft UBC 16-G 1.13 C Primary Frame, Horizontal Projected Area(upward) UBC 16-H 0.7 qs Basic wind speed` 80 mph UBC 16-F 16.4 iw. Standard Occupancy UBC 16-K 1.0 P=Ce*Cq*qs*Iw (UBC 20-1) 13.0 Roof Projected area lateral C* Exposure C, 15-20 ft UBC 16-G 1.13 C Primary Frame,Vertical Pr ed Area, Structures 40 ft or less UBC 16-H 1.3 qs Basic wind speed 80 mph UBC 16-F 16.4 I,,,, Standard Occupancy UBC 16-K 1.0 P=Ce*Cq`Eis*Iw (UBC 20-1) 24.1 i Job# 0370 By dhn Date 10/14/03 Sheet# of • O PROGRESSIVE Q Q CONSULTANTS, INC. 11805 NE 99th Street,Suite#1380 Client CEI Vancouver,WA 98682 Project Stretch Island Fruit Inc,Canopy 360.254.8400 FAX 360.254.3334 Location Allyn,WA Seismic Load Calculation 1997 UBC, Building Structures, 1630 Location: Zone: Soil Profile: Occupancy Mason Co. WA. Zone 3 SD Standard Occupancy Structural System: Ordinary Steel Moment Resisting Frame Cano W Total Dead Load C, Zone 3 Soil SD UBC 16-Q 0.36 C. Zone 3 Soil SD UBC 16-R 0.54 1 Standard Occupa UBC 16-K 1.00 IR Ord' Steel Moment Resisting Frame UBC 16-N 4.5 Ct AN Other Buildings UBC 1630.2.2 0.020 T lCi*h4mh(ft)= 15 UBC 30-8 0.15 V - C" .IW R-T UBC 30-4 0.79 V _ 2.5 -Ca •IW R UBC 30-5 0.20 V = 0.11 -Ca -I-W UBC 30-6 0.04 Govemin Coefficient 0.20 Ratio of highest loaded shear MR to story shear(Vw fflj= 0.5 Length of highest loaded shear wail in feet(Iw) 10 r.. VwNt 10/lw UBC 1630.1.1 0.50 Ground floor area of the structure As( )= 3200 20 P 2— = 1.29 1.0<P< 1.5 UBC30-3 1.29 r. ' AB SZ, Ordinary Steel Moment Resisting Frame UBC 16-N 2.8 E = p•Eh +Ev Design Coefficient-Ultimate Load UBC 30-1 0.26 E. = 92. -Eh Design Coefficient-Maximum Load UBC 30-2 0.56 Design Coefficient-Allowable Stress(Ultimate/1.4) 0.18 1 Job# 0370 By Win Date 10/14/03 Sheet# of t x' 1996 AISI Specification W/1999 Supplement Project: Stretch Island Fruit Inc Date: 10/16/03 Model: Page 1/1 Unif Ld 8.0 lb/ft �.---_------------------------T_.-_..-------------------� _._____..---..__..____.._._..__-_•_.__-._..__-_.---....__.._._..__........-._._.-_. --_.....-................ R1 R2 11.50 ft 4.00 ft Section:1000ZEE200-56 Single Maxo= 3716.3 Ft-Lb Fy= 33.0 ksi Moment of lnertla,1 11.28 in^4 Va= 1590.2 lb Wind or Earthquake Factor Included? YES Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(BM) M13"' Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Bcc)' (in) Ratio Center Span 613.1 0.124 613.1 Full 3716.3 0.124 0.040 1-13415 Right Cantilever 384.0 0.077 245.2 Full 3716.3 0.049 0.025 U3899 Combined Bendina and Web Crincling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (Ft-Lb) Value Req'd? R1 242.6 1.00 326.0 0.0 0.67 No R2 501.4 1.00 782.5 384.0 0.65 No Combined Bending and Shear Reaction or Vmax Mmax Va intr. Intr. Pt Load (lb) (Ft-Lb) Factor viva MIMS Unstiffen Stiffen R1 242.6 0.0 1.00 0.11 0.00 0.01 NA R2 309.4 384.0 1.00 0.15 0.08 0.03 NA 1996 AISI Specification w/1999 Supplement Project:Stretch Island Fruit Inc Date: 10/16/03 Model: Page 1/1 Unif Ld Ib/ft R1 R2 22.50 ft Section: 1000ZEE200-56 Single Maxo= 3716.3 Ft-Lb Fy= 33.0 ksi Moment of Inertia,I- 11.28 in Va= 1590.2 lb Wind or Earthquake Factor Included? YES Flexural*n§Deflection Check Mmax Mmaxl Mpos Bracing Ma(Brc) Mpoe/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 3037.5 0.613 3037.5 Full 3716.3 0.613 0.832 1-/325 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (Ft-Lb) Value Req'd? R1 540.0 1.00 326.0 0.0 1.49 YES R2 540.0 1.00 326.0 0.1 1.49 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 540.0 0.0 1.00 0.25 0.00 0.06 NA R2 540.0 0.1 1.00 0.25 0.00 0.06 NA i t 0 PR GRESSIVE suite#1380 St Dsgnr: Date: 4:12PM, 16 OCT 03 0 0 CCNSU LTAN T.S 1K C Vancouver,WA.98682 Description Tel:(360)25443400 Scope: Fax:(360)254-3334 Rev:510jB2 kt�,a.xwasartyr,vs5.1.3,ua""-19",W u Steel Beam Design Page 1 Desc n b9am2,support loading dock beams grid4F1 to 40.3 Z--) General Intonation Calculations are designed to AISC 9th Edrion,'►sD and 1997 USC Requirements Steel Section:W10X12 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 15.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left.Cant. 0.00 ft LL&ST Act Together Right Can 0.00 ft Lu:Unbraced Length 15.00 ft Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.970 0.970 k Live Load 3.500 3.500 k Short Term Location 1.000 14.000 k k ft =1001"Y' Beam OK Static Load Case Governs stress Using:W10X12 section,Span=15.00ft, Fy=36.Oksi End Fixity= Pinned-Pinned,Lu=15.00ft,LDF=1.000 Actual Allowable Moment 4.808 k-ft 5.103 k-ft Max.Deflection -0.147 in fb:Bending Stress 5.293 ksi 5.617 ksi fb/Fb 0.942 :1 Length/DL Defl 4,637.5:1 Shear 4.560 k 27.004 k Length/(DL+LL Def) 1,222.9 : 1 N:Shear Stress 2.432 ksi 14.400 ksi fv/Fv 0.169 :1 Force&Stress Summary «..These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL" LL+ST Maximum Only 0 Center 90 Center 94 Cents A Cents Max.M+ 4.81 k-ft 1.31 4.81 k-ft Max.M- k-ft Max.M Q Left k-ft Max.M Q Right k-ft Shear 0 Left 4.56 k 1.06 4.56 k Shear @ Right 4.56 k 1.06 4.56 k Center Defl. -0.147 In -0.039 -0.147 -0.147 0.000 0.000 in Left Can Deft 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl Q 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction Q Left 4.56 1.06 4.56 4.56 k Reaction @ Rt 4.56 1.06 4.56 4.56 k Fe caic'd per 1.5-2,K"L/r>Cc Section Properties W10X12 Depth 9.870 in Weight 12.02#/ft r-xx 3.898 in Width 3.960in I-xx 5180 in4 r-yy 0.785 in Web Thick 0.190 in I-yy 2.18 in4 Rt 0.960 in Flange Thickness 0.210 in S-xx 10.902 in3 Area 3.54 in2 S-yy 1.101 in3 0 FRO OS �Y C t1805 NE 99tn St Title: Job +1i/ Y 3ufte#1380 De9"r Date: 4:12PM, 16 OCT 03 0 0 CCNSU LTAN TS IK C Vancouver,WA.98682 Description Tel:(360)254-8400 Scope: Fax:(360)25"334 Rev,s10302 i 1R S.'.>22>unlsys.ww.32 Steel Beam Design Page 2 DescripNan beam2 support loading dock beams grid4F1 to 4F.3 Sketch&Diagram jj 'IM 1.60 4.90 K00 0.50 )t 00 16.0 0.00 A" 5.00 {.47k ._... ._... �47k _._. . :2.74_... _....._ _. ..... Load MSNx=4.1k-R 8 ._( .._ ... ....... ._._... LOCO= Menem Rmbt=4.560k _ �O k t.4.55M p.37... Nmx O tt=1.560k j.86 A03......... F -007 .0.09 -010 q .. t... ... .. Loral Y Deacum(In) . .._ laofion .. - ... AkSp Member(R) 11805 NE 99th St Title: .lob# slim#138o Dsgnr. Date: 4:08PM, 16 OCT 03 0 0 CCNSU LTAN TS I 1:VIRMOUVer,WA.98682 Description Tel:(36%264-BW Scope Fax:(360)254-3334 aer slmoz Ilos:Kw 0e022S9 Ws s.1.3,22-kwlg 9,WN�32 (C�1tp34sa3s'xc_ Steel Beam Design Page 1 Description beam`@ loading deck General(nEQr 1Qnwaaaaalm Calculations are designed to AISC 9th Edition ASD and 1l97 USC Requirements $tee)beCti011 W10X12 Fy 36.00kai Pinned-Pinned Load Duration Factor 1.00 Center Span 13.00 ft em Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 2.00 It LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 0.00 ft Distril>tuted Lords #1 #2 DL 0.100 #3 #4 #5 #6 #7 LL 0.400 k/ft ST k/ft Start Location -2.000 k/ft End LOc aft 12.000 ft ft Srtiit>wt Beam OK Using:W10X12 section,Span=13.00ft, Fy=36.Oksi,Left Cant.=2.00ft, Right Cant.=O.00ft Static Load Case Governs Stress End bdty= Pinned-Pinned,Lu=0.00R,LDF-1.000 Actual_ Allowable Moment 10.579 k-ft 21.585 k-ft ,Deflection -0.205 in fb:Bending Stress 11.645 ksi 23.760 ksi fb/Fb 0.490 :1 Length/DL Deft 2,398.1 : 1 Shear 3 Length/(DL+LL Deft) 482.1 :1 1.806 fv:Shear Stress . 06 k 24.4 04 k ksi 1 .400 ksi fv/Fv 0.125 :1 Force&Stress Summary «_These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST Maximum Only 62 Center 0 Center 9b CantsCanis Max.M+ 10.58 k-ft 2.23 10.58 1.85 k_ft Max.M- -0.22 422 -1.02 k-ft Max.M Left -0.22 -0.22 -1.02 k-ft Max.M Right k-ft Shear @ Left 3.39 k 0.74 3.33 0.99 k Shear @ Right 2.83 k 0.61 2.83 0.55 k Center Deft. -0.205 In -0.043 -0.205 -0.205 -0.034 -0.034 In Left Cant Dell 0.100in 0.020 0.100 0.100 0.011 0.011 In Right Cant Doff 0.000 In 0.000 0.000 0.000 0.000 0.000 in ...Query Dell @ 0.0o0 ft 0.000 0.000 0.000 0.000 0.000 in Reaction Q Left 4.41 0.97 3.55 3.55 1.83 1.83 k Reaction @ Rt 2.83 0.61 2.83 2.83 0.55 0.55 k Fa caic'd per 1.5-1,K"Ur<Cc Section Properties W16X12 Depth 9.870 in Weight 12.02 Nft r-xx 3.898 in Width 3.9601n I-xx 53.80 in4 r-yy 0.785 in Web Thick 0.190 in 1-yy 2.18 in4 Rt 0.960 In Flange Thickness 0.210 in S-xx 10.902 in3 Area 3.54 in2 S-yy 1.101 in3 t 0 PR �REIMVE 11805 NE 99th St Title: Job 6 +V Suibe#1380 Dsgnr: Date: 4:08PM, 16 OCT 03 O CCNSU LTAN TS I C Vancouver,WA.98682 Description Tel:(360)254-8400 Scope Fax:(360)254-3334 w.51030: Steel Beam Design Page 2 tRxr:trnup ver 5.1.3,22-�-1999,WIn32 Description beam @ loading dock Sketch A Uftgram 3.33 1. 3.00 4.50 &66 1.50 9.00 10.50 11.60 11.50 15.00 045 � 1 ill llil ll�ll1 4Tt,l�i#1 alll o.S�R �.� i.b3 +1.13 .;.... i __._. _............. j1.70 .i.._...._ r ..__.. .............____._... 246 21t 13R0.58. ?3.50 ...._3 60 1.50 Ob ;g 3�� 11.00 1350 .....35.00 MMU 10.6k-R DMBX -0.205ht Mmex a M a 1.02k-R 7.41 RIMM.4.412kRM. 2MM 31_.... . Vma a left.3.3BEk Vmez O R 2 lI301c!23 .._ .. ...... Den a klt end a-0.OMM r 212 m i.o6 - LOOMIN (( dI t0 150 00 4.90 Mki y Member T5b� if b0 11.56 YS.00 40.15 ... - Low -0.1e Alpq Memtw(R) I i Pik'0 �$ I' E 11805 NE astir St Title: Job Suibe 01380 Dsgnr: Date: 8:29AM, 17 OCT 03 0 0 CCNSU LTAN T.S III C Vancouver,WA.9sse2 DQscrip"°" Tel:(360)254-SM Scope Fax:(360)254-3334 RW..5103M Uar 51.3,u->�1999,wm32 Steel Column Base Plate Page 1 Description frame base plate USE 112"PLATE GWWrai Information Calculations are designed to AISC,tell Edit(lon.AP and 11107 IBC itequiromerrts Loads Steel Section TSttxtix114 Axial Load 9.60 k Section Length 6.000 in X-X Axis Moment 0.00 k-ft Section Width 6.000 In Flange Thickness 0.250 in Plate Dimensions Web Thickness 0.250 In Plate Length 12.000 in Allowable Stresses Plate Width 7.000 In Concrete fc 2,500.0 psi Plate Thickness 0.313In Base Plate Fy 36.00 ksi Support Pier Size Load Duration Factor 1.330 Pier Length 12.000 in Anchor Bolt Data Pier Width 7.000 in Dist.from Plate Edge 2.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.442 in2 N/11iMa �/ Baseplate OK Concreb Bearing Stress Bearing Stress OK Actual Bearing Stress 114.3 psi Allow per ACI 10.15 1,487.5 psi Full Bearing:No Bolt Tension Allow per AISC J9 1,163.8 psi Plate Bending Stress Thickness OK Actual fb 26,192.8 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k } PR E s7I° 11805 NE Oft St Title: Job 0 8u1te#1380 Dsgne Date: 4:21 PM, 16 OCT 03 0 0 C C NSU LTAN f S I II C Vancouver,MIA.98682 Description Tel:(360Y 254+3400 scope: Fax:(360)A4-3334 Pr Sim versa.e.ix�un.is�.wr�u General booting Analysis S Design Page 1 Description exterior gearing at columns worst case General lnforn ilatlon Calculations are designed to ACI 544--95 and 1997 UBC RequiromerKs A Bearing i,500.0 pat l�Mtensions... Short Term Increase 1.330 Width along X-X Axis 2.000 ft Base Pedestal Height 0.000 in Length along Y-Y Axis 4.000 It Seismic Zone 3 Footing Thickness 12.00 in Overburden Weight 0.00 psf Col Dim.Along X-X Axis 6.00 in Live&Short Term Combined Col Dim.Along Y-Y Axis 6,00 In fo 2,500.0 psi Biaxial Applied Loads Fy 60,000.0 psi Min Steel% 0.0014 Concrete Weight 145.00 pcf Reber Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 3.000 k ...acc along X-X Axis 0.000 in Live Load 5.600 k ...ecc along Y-Y Axis 0.000 in Short Term Load 1.500 k Creates Rotation about Y-Y Axis Creates Rotation about -X Axis Applied Moments... (pressures Q left&right) (pressures Q top&bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft CMOs Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures Q left&right) (pressures top&bot) Dead Load k k Live Load k It Short Term k k M - Footing Design OK 2.00ft x 4.00ft Footing, 12.01n Thick, w/Column Support 6.00 x 6.00in x O.Oin high 2.00ft x 4.00ft Footing, 12.Oin Thick,w/Column Suppo DL+LL + L+ T Actual Allowable Max Soil Pressure 1,220.0 1,407.5 psf Max Mu 2.705 k-ft per It Allowable 1.500.0 1,995.0 psf Required Steel Area 0.143 in2 per It "X'Ecc,of Resultant 0.000 in 0.000 in "Y Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn'Phi 1-Way 18.165 85.000 psi X-X Min.Stability Ratio No Overturning 1.500:1 2-Way 23.186 170.000 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear forces ACI 9-1 ACI 9-2 Vn•P i Two-Way Shear 19.23 psi 23.19 psi 7.87 psi 170.00 psi One-Way Shears... Vu Q Left 0.81 psi 0.84 psi 0.29 psi 85.00 psi Vu Q Right 0.81 psi 0.84 psi 0.29 psi 85.00 psi Vu Q Top 17.63 psi 18.17 psi 6.17 psi 85.00 psi Vu Q Bottom 17.63 psi 18.17 psi 6.17 psi 85.00 psi Moments ACI9-1 ACI 9-2 ACI 9-3 Ru/Phi As Read Mu Q Left 0.48 k-ft 0.50 k-ft 0.17 k-ft 7.6 psi 0.14 in2 per ft Mu Q Right 0.48 k-ft 0.50 k-ft 0.17 k-ft 7.6 psi 0.14 in2 per It Mu Q Top 2.62 k-ft 2.71 k-ft 0.92 k-ft 41.6 psi 0.14 in2 per ft Mu Q Bottom 2.62 k-ft 2.71 k-ft 0.92 k-ft 41.6 psi 0.14 in2 per it y i 0 PRO O $1 C ,,11805 NE 99th St Title: Job O�-'� L� G Sulte 91380 Dsgne Date: 4:21PM, 16 OCT 03 O CCNSU LTAN T.S IN C vancouver,wA.98682 Description Tel:(360)254-8400 Scope Fax:(360)254-3334 aa:sioso 51.3,22-3un-19 ,WM32 General Footing Analysis & Design, Page 2 Description exterior bearing at columns worst case Soil ,,, 8mmary Service toad'Soil Pr essuros Bottom- Top-Rig Bottom- Top-Lef Dl-+LL 1,220.00 1,220.00 1,220.00 1,220.00 psf DL+LL+ST 1,407.50 1,407.50 1,407.50 1,407.50 psf Factored Load Soil Pressures ACI Eq.9-1 1,918.00 1,918.00 1,918.00 1,918.00 psf ACI Eq.9-2 1,970.50 1,970.50 1,970.50 1,970.50 psf ACI Eq.9-3 q 730.50 730.50 730.50 730.50 psf i ACI Fad (Per ACI,applied internally to entered loads) ACI 9-1&9.2 DL 1.400 ACI 9.2 Group Factor 0.750 UBC 1921 2.7,"1.4"Fedor 1.400 ACI 9-1&9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9-Factor 0.900 ACI 9-1&9-2 ST 1.700 ACI 9-3 Short Term factor 1.300 ....seismic=ST": 1.100 ej I 0 P R O G"E 3 E Suft#1380 St 9 Date: 4:22PM, 16 OCT 03 0 0 CCNSU LTAN T.S Ih C Vancouver,WA.98682 Description Tel:(360)254-8400 Scope Fax:(360)254-3334 Um KNh060t259 Vw 5.1.3,U-Awig 9,VftU 10" General Footing Analysis & Design Page 1 Description interior bearing at columns worst case grade beam General In#oimtion. Calculations are designed to ACI 348-95 and 1997 u13C Requirements Allwwable Solt Bearing 1,500.0 psf Dimensions... Short Tenn Increase 1.330 Width along X-X Axis 1.000 it Base Pedestal Height 0.000 in Length along Y-Y Axis 6.500 it Seismic Zone 3 Footing Thickness 12.00 in Overburden Weight 0.00 psi Col Dim.Along X-X Axis 6.00 in Live&Short Term Combined Col Dim.Along Y-Y Axis 6.00 in Pc 2,500.0 psi Biaxial Applied Loads Fy 60,000.0 psi Min Steel% 0.0014 Concrete Weight 145.00 paf Reber Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 3.000 k ...ecc along X-X Axis 0.000 in Live Load 5.600 k ...ecc along Y-Y Axis 0.000 in Short Term Load 1.5W k Creates Rotation about Y Y Axis Creates Rotaor "t X-X Axis Applied Moments... (pressures Q left&right) (pressures Q Cop&bot) Dead Load k-ft Live Load k-ft k-ft Short Term k-ft k-ft k-ft Creates Rotation about Y Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures Q top&bot) Dead Load k k Live Load k k Short Term k k a?1i1i/>!itA/�1 Footing Design OK 1.00ft x 6.50ft Footing, 12.0in Thick,w/Column Support 6.00 x 6.00in x O.Oin high 1.00ft x 6.50ft Footing, 12.Oin Thick,w/Column Suppo + L + + Actual Allowable Max Soil Pressure 1,468.1 1,698.8 psf Max Mu 9.785 k-ft per It Allowable 1,500.0 1,995.0 psf Required Steel Area 0.340 in2 per it 'X'Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn"Phi 1-Way 49.569 85.000 psi X-X Min.Stability Ratio No Overturning 1.500:1 2-Way 23.885 170.000 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear Forces ACI 9-1 ACI 9-2 Vn"Phi Two-Way Shear 23.18 psi 23.89 psi 8.11 psi 170.00 psi One-Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi Vu Q Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi ` Vu @ Top 48.10 psi 49.57 psi 16.84 psi 85.00 psi 1; Vu C Bottom 48.10 psi 49.57 psi 16.84 psi 85.00 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Ru/Phi As Read Mu @ Left 0.07 k-ft 0.07 k-ft 0.02 k-ft 1.0 psi 0.14 in2 peril Mu C Right 0.07 k-ft 0.07 k-ft 0.02 k-ft 1.0 psi 0.14 in2 per ft Mu Q Top 9.49 k-ft 9.79 k-ft 3.32 k-ft 150.5 psi 0.34 in2 per it Mu @ Bottom 9.49 k-ft 9.79 k-ft 3.32 k-ft 150.5 psi 0.34 in2 per it 0 noeassivs sum M 99th St Tide: Job s Dsgnr: Date: 4:2213M, 16 OCT 03= ' OCCICNSULTANTS 1111:vancouyer,wA.98682 Description: Tel:(360)254-8400 Scope Fax:(3s0)254-3334 5' General Footing,Analysis & Design uM was .wr s.i.�,u-�n-ism,wro�u Pege 2 Descripoon interior bearing of columns worst case grade beam soilOrawu mrn>II Service to8d 11611 Pressures Bottom- Top-Rig Bottom- Top-Lef DL+LL 1,468.08 1,468.08 1,468.08 1,468.08 psf DL+LL+ST 1,698.85 1,698.85 1,698.85 1,698.85 psf Factored Load Soil Pressures ACI Eq.9-1 2,313.77 2,313.77 2,313.77 2.313.77 psf ACI Eq.9-2 2,378.38 2,378.38 2,378.38 2,378.38 psf ACI Eq.9-3 868.96 868.96 868.96 868.96 psf ACI FBGtofti {per ACI,applied internally to entered loads) AC(94 A 9.2 6L 1.400 ACI 9.2 Group Factor 0.760 UBC 1921.2.7"1.4"Factor 1.400 ACI 9-1 b 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9"Factor 0.900 ACI 9-1&9-2 ST 1.700 ACI 9-3 Short Term Factor 1.300 ....seismic=ST": 1.100 �Yr.[ Thursday,Ocb)ber1s 2003 . Page I MufflframeO umeaa! . \ProjectsA0000-#,0370-sbetchI■ Fruft@nMMWNiNG.mfd a. » � ( � � k k . . m_ . \» Thursday,October 16,2003 Page 1 Mukftme4D Verslon 8.51 \\ProJects\d\0000-2003\0370-5tretch W.Frutt Canopy\AWNING.mtd W12x45 W12x45 W12x45 T56x6x1/4 T56x6x1/4 T56x6x1/4 r �x Frame Thursday,October 16,2003 Page 1 Multiframe40 Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\NWNING.mfd 100 Overall Efficlen 0.1 95_ 99 51 51 11 x Plot View-Efficiency Efficiency Thursday,October 16,2003 Page 1 MuWmme4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd `4 5 6 1 7 3y �X . i Frame �j Thursday,October 16,2003 Mukftme4D Version 8.51 Page 1 \\PrOJects\d\0000-2003\0370-Stretch Isl.Frutt Cerro WWNING.mfd 6 \2 4 7 1 ry 5 3 ti Frame t"t �; Thursday,October 16,2003 MUINframe4O VeNw 8.51 Page 1 \\Projects\d\0000-2003\0370-Stretch ISI.Fruk Carwpy\AWNING.mfd r,a..0. 0. 0. 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X Load View- WIND+X :r Thursday,October 16,2003 Page 1 Muldfiame4D Version 8.51 \\Projects\d\0000-2003\0370-Stmtch Isl.Fruit CarwpV\AWNING.mtd . 0.044 X Load View- SEISIMIC+X 1 , Thursday,October 16,2003 Page 1 MuWrame4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd x Load View- WIND-x [{f] rl k t q Thursday,October 16,2003 Page i MUWMme4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isi.Fruft Canopy\AWNING.mfd U.044 -- x Load View- SEISIMIC-x } Thursday,October 16,2003 Page 1 Multiframe4l)Version 8.51 \\Pmjects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd -9.368 %9"-0 39....-._.. .. 0.A.955 _........._......_........... ......__..."11.691 i i I i I� 0.145-4 0.971t��95 Y 0.718 —x 3.104 i 2.725 Plot View-Static Case:DEAD+WIND+x Me(kip-ft) Thursday,October 16,2003 Multiframe4D Page 1 Version 8:51 \\Projects\d\0000-200310370-Stretch lsl.Fruit CanopyWWNING.mfd U.35 '181 0 .......... ...... ..... -10.128 0_ J75 i j i P 1,204 03 0.017.4 y 0.7904-rx 2.720 i i i 3.109 Plot View-Static Case:DEAD+WIND-x Mz'(kip-ft) Thursday,October 16,2003 Muftiframe4D Version 8.51 Page I I�Pr*ctsl0000-200310370-Stretch Isl.Fruit CanopyWWNING.mfd 9.366{�797 0 0.364 81..:_.: 11.25 0-- I 0.357,M 54 0.1094 Y 0.293 —X 2.996 2.833 Plot View-Static Case:DEAD+SEISIMIC+x Mz'(kip-ft) t Thursday,October 16,2003 Muftiframe4D Version 8.51 Page 1 11Projects1d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd i Q 362 0 _- '10.569 0.591 Q62 0.0534 Y 0.3647* —x 2.829 I 3.000 Plot View-Static Case:DEAD+SEISIMIC-x Mz'(kip-ft) Thursday,October 16,2003 Muftiframe4D Version 8.51 Page 1 \'Projectsid10000-200310370 Stretch Isl.F ruit Cano PYwWNING.mfd i A A87 —0 ..., q.781�,3.907 .... _.... I a if 9 ii 0.838"78 0.237-4 Y 0.6782 x 6.404 6.030 i I Plot View-Static Case:DEAD+.5SNOW+WIND+x Mz'(kip-ft) Thursday,October 16,2003 Muftiframe4D Version 8.51 Page 1 UProjectSW\0000-200310370-Stretch Isi.Fruit CanopyWWNING.mfd Q7RTj02 0 .. 0 i, I� 1.337.....-- 421 0.109- Y 0.830-9-j—X 6.020 I 6.413 Plot View-Static Case:DE4D+.5SNOW+WIND-x Mz'(kip-ft) A k� a • Thursday,October 16,2003 Multiframe4D Version 8.51 Page 1 WrojectsW000-2003W370-Stretch Isl.Fruit CanopyWWNING.mfd 6:087 J 1 191�*8970 f ...__ O _.._.__._....._....._.... 36.022 1 �It i i 0.16 61 0.2974 Y 0.261 —x 9.608 i I 9.430 Plot View-Static Case:DEAD+SNOW+.5WIND+x Me(kip-ft) t � Thursday,October 16,2003 Multiframe4D Version 8.51 Page 1 WrOjects1dW000-2003W370-Stretch Isl.Fruit Conopy%AWNING.mfd 03 0 1.,186�,844 . it I, is ! I� I I� I I i $9�$ d 0.926 1. 39 0.234- Y 0.4934 —x 8.416 9.622 Plot View-Static Case:DEAD+SNOW+.5WIND-x Mz'(kip-ft) r Thursday,October 16,2003 Multiframe4D Version 8.51 Page 1 \IPr0jeatsk110000-2003W370 Stretch Isl.Fruit CanopylAWNING.mfd 6.019 0 ............................ ....._... . --' 4 '91 2 E i i EI ii i � E tl E ii t+ 0.09 19 0.293.* Y 0.21 —x 9.596 1 9.443 Plot View-Static Case:DEAD+SNOW+SEISIMIC+x Mz'(kip-ft) Thursday,October 16,2003 Muftiframe4D Version 8.51 Page 1 11Projects%dW000-2003W370-Stretch Isl.Fruit CsnopyWWMING.mfd . _98 ,1-186-3.9120 0Ac�ai :: ......................................... _. 35.291 I` is l ij II ffff � f 0.856 1..j�?97 0.2384 Y 0.445, —x 9.429 9.610 Plot View-Static Case:DEAD+SNOW+SEISIMIC-x Mz'(kip-ft) r� �, Thursday,October 16,2003 Page 1 Muitlframe4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isi.Fruit Canopy\AWNING.mfd J1--, 1 1 4 - 14 0 4 10 2 2 TS6x8x1/4 - DEAD+SNOW 19 1 49 0 0 3 0 51 12 3 3 TS6x6x1/4 - DEAD+.SSNOW+W 8 1 3 0 0 3 0 9 7 4 4 W12x45 DEAD+SNOW+,ice► 1 21991 0 0 3 0 5An 5 5 W12x45 DEAD+SNOW 31 14 32 0 0 3 0 636 6 W12x45 - DEAD+SNOW 1 2 95 0 0 3 0 5 Result View-Design Efficiency Thursday,October 16,2003 Page 2, Multiframe4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd 14 4 - 19 31 - 8 11 - 1 1 - 32 32 - 1 1 - Result View-Design Efficiency e , Thursday,October 16,2003 Page 1 Multiframe4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd 1 0. -0.339 11 2 -9.526 0.7-9 0.000 0.000 0.000 -3.277 2 1 3 9.512 0.266 0.000 0.000 0.000 -0.000 2 4 -9.512 75W. 0.000 0.000 0.000 4.370 5 9.5 0.116 0.000 0.000 0, 0.000 3 1 -9.528 -0.118 0.000 0.000 0. 0.339 4 6 1 0.000 -0.000 0.000 0.000 0:000 -0.000 4 2 1 0.233 1.398 0.000 0.000 0.000 -1.240 5 2 1.596 7.955 0.000 0.000 0.000 4.517 5 4 1.074 8.058 0.000 0.000 0.000 -5.559 a 4 0.242 1.356 0.000 0.000 0000 1.188 6 7 0.000 0,000 0.000 0.000 0.000 -0.000 I Result View-Member Actions-Static Case:DEAD+SNOW Thursday,October 16,2003 Page 1 Muitiframe4D Version 6.51 WrojectskPD000-200310370-Stretch IsI.Fruit Canopy%WNING.mfd r1 1 2.125 0: 0. 0. 0. 2.095 1 2 -2.725 -0.262 0.000 0.000 0.000 1.339 2 3 3.104 0.145 0.000 , 0.000 0.000 -0.000 2 4 -3.104 -0.145 0.000 0.000 0.000 2.390 3 5 2.725 -0.718 0.000 0.000 0.000 -0.000 3 1 -2.725 0.718 0.000 0.000 0.000 -2.095 4 6 -0.000 0.000 0.000 0.000 0.000 -0.000 4 2 0.042 0.433 0.000 0.000 0.000 -0.384 5 2 0.157 2.296 0.000 0. 0.000 -0.955 5 4 0.327 2.662 0.000 0.000 0.000 -2.759 6 4 0.044 0.424 0.000 0300 0.000 0.368 6 7 0.000 -0.0001 0.000 0.000 0.000 0.000 C' Result View-Member Actions-Static Case:DEAD+WIND+x Thursday,October 16,2003 page 1 Muldframe4D Version 8.51 WrojectskII0000-2003-0370-Stretch Isl.Fruit Canopy%WNING.mfd 1` 3.1 0.415 0.Ow -0.0w 0.000 ' 2.303 1 2 -3.109 0.415 0.000 0.000 0.000 3.346 2 3 2.720 0.017 0.000 0.000 0.000 -0.000 2 4 -2.720 -0.017 0.000 0.000 0.000 0.286 3 5 3.109 0.790 0.000 0.000 0.000 -0.000 3 1 -3.109 -0.790 0.000 0.000 0 2.303 4 6 -0.000 -0.000 0.000 0.000 0.000 0.000 4 2 0.100 0.423 0.000 01000 0.000 -0.375 5 2 0.620 2.575 0.000 0.000 0.000 3.721 4 0.330 2.272 0.000 0.000 0.000 -0.645 $ 4 0.104 0.413 0.000 0.000 0.000 0.359 7 -0.000 -0.000 0.000 0.000 0.000 -0.000 Result View-Member Actions-Static Case:DEAD+WIND-x Thursday,October 16,2003 Page 1 Multiframe4D Version 8.51 \\Projects\!\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd 1 0.854 1 2 -2.833 -0.064 0.000 0.000 0.000 0.017 2 3 2.996 0.109 0.000 0.000 0.000 -0.000 2 4 -2.996 -0.109 0.000 0.000 0.000 1.797 3 . 5 2.833 -0.293 0.000 0.000 0.000 0.000 3 1 -2.833 0.293 0.000 0. 0.000 -0.854 4 6 0.000 -0.000 0.000 0.000 0.000 -0.000 4 2 0.069 0.430 0.000 0.000 0.000 -0.381 5 2 0.344 2.375 0.000 0.000 0.000 0.364 5 4 0.328 2.552 0.000 0.000 0.000 -2.162 6 4 0.061 0.421 0.000 0.000 0.000 0.366 6 7 -0.000 -0.0001 0.0001 0.0001 0.0001 0.000 Result View-Member Actions-Static Case:DEAD+SEISIMIC+x Thursday,October 16,2003 Page 1 Multiframe4D Version 8.51 \\Projectskfl0000-2003\0370-Stretch 191.Fruit Conopy\AWNING.mfd -1 1` ,, .227 0: p. _1.062 1 2 -3.000 0.227 0.000 0.000 0.000 -2.024 2 3 2.829 0.053 0.000 0.000 0.000 0.000 2 4 -2.829 -0.053 0.000 0.000 0.0 0.880 3 5 3.000 0.364 0.000 0.000 0.000 0.000 3 1 -3.000 -0.364 0.000 0.000 0.000 1.062 4 6 -0.000 0.000 0.000 0.000 0.000 0.000 4 2 0.084 0.426 0.000 0.000 0.000 -0.378 5 2 0.633 2.496 0.000 0.000 0.000 2.401 5 4 0.329 2.382 0.000 0.000 0.000 -1.241 6 4 0.087 0.416 0.000 0.000 0.000 0.362 6 7 0.0001 0.0001 0.0001 0.000 0.000 -0.000 Result View-Member Actions-Static Case:DEAD+SEISIMIC-x Thursday,October 16,2003 Page 1 Muitiframe4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isi.Fruit Canopy\AWNING.mfd 1.978 12 -0i.030 -0.160 0.000 0.000 0.000 0.202 23 8404 0.237 0.000 0.000 0.000 -0.000 24 -6.404 -0.237 0.000 0.000 0.000 3.907 35 6.030 -0.678 0,000 0.000 0.000 -0.000 31 -6.030 0.678 0. 0.000 0.000 -1.978 46 -0.000 0.000 0.000 0.000 0.000 -0.000 42 0.123 0.918 0.000 0.000 0.000 -0.814 52 0.710 5.056 0,000 0.000 0.000 0.612 54 0.700 5.457 0.000 0.000 0.000 -4.687 64 0.128 0.898 0.0W 0.000 0.000 0.781 67 7 0.000 0.0001 0.000 0.000 0.000 0.000 Result View-Member Actions-Static Case:DEAD+.5SNOW+WIND+x jj A 2- Thursday,October 16,2003 page 1 Multiframe4D Version 8.51 Wrojects1d10000-200310370-Stretch Isl.Fruit CanopyWWNING.mfd 1 &413 -0. =2.421 1 2 -0.4i3 0.507 0.000 0.000 0:000 -4.483 3 6 020 0.109 0.000 0.000 0.000 0.000 2 4 -6.020 -0A09 0.000 0.000 0,000 1.802 3 5 6.413 0.830 0.000 0.000 0-owl 0.000 3'' 1 -6,413 -0.830 0.000 0.000 0.0w 2.421 4 6 0.000 -0.000 0.000 0.000 0.000 0.000 4 2 OA81 0.908 0.000 0.000 0. -0.805 5 2 1.373 5.335 0.000 0.000 0.000 5.288 5 4 0.703 5.068 0.000 0.000 0.000 -2.573 6 4 0.188 0.887 0.000 0.000 0.000 0.771 6 7 -0.000 -0.000 0.000 0.000 0.000 -0.000 Result View-Member Actions-Static Case:DEAD+.5SNOW+WIND-x Thursday,October 16,2003 Page 1 Multiframe4D Version 8.51 \\Projects\d10000-2003\0370-Stretch Isl.Fruit CanopyWWNiNG.mfd 1 ,, 7 WWI .761 1 2 -9A 0. 0.000 O.OoO .106 2 3 9.80$ 0.297 0.000 0.000 Oro.0 00 2 4 -9. -0.297 0.000 0. 0.000 4.897 3 5 9.430 -0.261 0.000 0.000 0.000 0.000 3 1 -0.430 0.261 0.000 0.000 0.000 -0.761 4 6 -0.000 0.000 0.000 0.000 0.000 -0.000 4 2 0.218 1.400 0.000 0.000 0.000 -1.242 5 2 1.429 7.886 0.000 0. 0.000 3.348 5 4 1.673 8155 0.000 0.000 0.000 -6.087 6 4 0.226 1.369 0.000 0.6w 0.000 1.191 6 7 0.000 -0.000 0.000 0.000 0.000 -0.000 i Result View-Member Actions-Static Case:DEAD+SNOW+.5WIND+x Thursday,October 16,2003 Page 1 Multiframe4D Version 8.51 \\Projects\d\0000-2003\0370-Stretch Isl.Fruit Canopy\AWNING.mfd 1 9. 22 -0. 32 . . 0.000 -1.439 1 2 -9.822 0.432 0.000 0.000 0.000 -4.446 2 3 9.416 0.234 0.000 0:000 0.000 -0.000 2 4 -9.446 -0.234 0.000 0.000 0.000 3.844 3 5 9.622 0.493 0.000 0.000 0:000 0.000 3 1 -9.622 -0.493 0.000 0.000 0.000 1.439 4 6 0.000 0.000 0.000 0.000 0.000 -0.000 4 2 0.24 1,395 0.000 0.000 0.000 -1.237 5 2 1,761 6.025 0.000 0.000 tl.000 5.666 5 4 1.074 7.9W 0.000 0.000 0.000 -5.030 6 4 0.257 1.364 0.000 0.000 0.000 1.166 6 7 -0.000 0.000 0.000 0.000 0.000 . -0.0W Result View-Member Actions-Static Case:DEAD+SNOW+.SWIND-x Thursday,October 16,2003 Page 1 Muftiframe4D Version 8.51 AProjectskti0000-200=370-Stretch Isi.Fruit CanopyWWNING.mfd 1 0. .619 1 2 -9.443 0..120 0.000 0.000 0.000 -2.257 2 3 9.696 0.293 0.000 0.000 0.000 -0.000 2 4 9;596 -0.293 0.000 0.000 0.000 4.829 3 5 9.443 -0.212 0.000 0.000 0.000 0.000 3 1 -9.443 0.212 0.000 0.000 0.000 -0.619 4 6 -0.000 -0.000 0.000 0.000 0.000 -0.000 4 2 0.220 1.400 0000 0.000 0.000 -1.241 5 2 1.451 7.895 0.000 0. 0.000 3.498 5 4 1.073 8.143 0.000 0.000 0.000 -6.019 6 4 0228 1.369 0.000 0.000 0.000 1.190 6 7 -0.000 -0.000 0.000 0.006 0.000 0.�0 I I� I Result View-Member Actions-Static Case:DEAD+SNOW+SEISIMIC+x ti Thursday,October 16,2003 page 1 Multiframe4D Version 8.51 NProjects1d\0000-200310370-Stretch Isl.Fruit Canopy\AWNING.mfd r 9.6 -0.41 .000 -1,297 2 9.610 0.411 0.000 0.000 0.000 -4.298 3 9.429 0.238 0.000 0.000 0.000 0.000 JL4 4 -9.429 -0.238 0.000 0.000 0.000 3.912 5 9.610 0.445 0.000 0.000 _ 0.000 0.000 1 -9.610 -0.445 0.000` 0.000 0.000 1.297 6 -0.000 0.000 0.000 0. 0.000 -0.000 2 0.246 1.396 0.000 0.000 0.000 -1.238 2 1.739 8.016 0.000 0.000 0.000 5.535 4 1.074 7.973 0.0000.000 0.000 -5.098 4 0.255 1.364 0.000 0.000 0.000 1.186 7 0.000 0.000 0.000 0.000 0.000 0.000 i I I I i I i Result View-Member Actions-Static Case:DEAD+SNOW+SEISIMIC•x r43� a 4 O PROGRESSIVE Q Q CONSULTANTS, INC. _ 11805 NE 99"Street, Suite#1380 Client �STi�r 11�.Ff �O�re� F'- ,4`% Vancouver,WA 98682 Project zle tJe� _ 360.254.8400 Fax: 360.254.3334 Location rv_ : a a s /CY 3 ii .......... , f 7 } a1 i 4 ..... ..._i w t.. } ......._ 6 : I ...... m t k i } 4 . I .. « µ �. ' Y e Y .:: �. f Job# 037y By Date A,�)/,,:.163 _ Sheet#_ of �— ti O PROGRESSIVE Q Q CONSULTANTS, INC. 11805 N$ 99ih Street, Suite#1380 Client Vancouver,WA 98682 Project 14WA 11 � 360.254.8400 Fax: 360.254.3334 Location Art `f'�C 1 c e 2�• __ �Id....... } 97r, : € � . . E +fi•' i I 1S iiii e } s j i .e.... .. a ..,. 3. e...... ... ._ .o-.....y � o-. £ 3 3?4 ...... .__.._ ....4 - { ....e... _..._ ...:._.. ...a �, E f t .e_ ^-... .a. ... { i} L 3 3 [ 7 ...... __. ..... • �....... € { £ .... F € v ..e.... ...... a. #... r............ ' 3, z .. :._.... ....:. ........ t E Job# By Date U _ Sheet#_ 'c_ of _ 1 0 PROGRESSIVE Q Q CONSULTANTS, INC. 11805 NE 99"Street, Suite#1380 Client Vancouver,WA 98682 Project ,yJ/1/ls 360.254.8400 Fax: 360.254.3334 Location , f � _ . ..... . £ f r .-- � Od 6 �r d .. T� ._ L( i �r I ... � �1E 6 3 : t ....:... .<. ii i zm- I .......a ..... .}... .._ ...._ .r Job By Date Sheet#_ of �� t STRETCH ISLAND FRUIT a'N COVERT ENGINEER N DESIGN DADS: Roof TL = 35 psf (25 SL) Attic TL = 25 to 50 psf (15 to 40 LL) Wind 80 mph Exposure B Seismic Zone 3 Basic Sal Bearing Pressure = 1500 psf ,fir► Job No. 5100 TIIti GQl STR R�T P.E. �< 312 NW 101hAvenue No.200 'Q Portland, Oregon 97209 Phone:228-0426 Fax:228-6639 - air too 00, s a — i N s o n v � I Ct o[ 1- - - - 1e<► C V 8,p vAl o :. 0 1 -Z ,.,.—.--- Jic op i 9381 P ✓U�Y 22, CO p rsxp. DATA: v � m ... v o v i �I o c LU �n t " 3 s3ai P , LIGO M C' 'E (�SI2J) (,sp»� iJCP. DATE: 3131l ►�.. L�i�;b 40, 0; 1 S/U v s•z (o - r�- -3 %r tL ..._ o ----.• -2 0 OL cz LL i �oc Z 0 u) u� o k� 9 A�t L p 9381P �� r n, ° �• 6 Co 6,KP. DATE: 11 E AO Op ROOF- f-RAMtk-44 toy£) �� . . :• c� -CNN (6+19 ST s ra .9 o �Z NNs— m v v v N 4 O £v��� - • . cc z z z t� CalX coo n _ m OW g 0 Ov Al 54 100 00 r .. ••.. <C Qbc) 000A1. Q Sfl U_ P Meo 938 PE U rao 00U - CLl ------ `EDGED) • Al c�1 cn .m 'an 6XP. DAT 1Zii1f Sao lxoor.— z p yCOD •j ' G`L LLL � ,� � N �v Cli N_ ++ Z Z J I I h � u- LLo ol 000 .: ;• I .. AAA 1 Q u 1 � I Y I tL ID I I .. .. c � o h I 1 I thl. 1 t�L I u" I I s3a PE ILL C&I GON .._,� pl a1 6XP. OAT 12l3ll • S/00 S !D -Mr. - A f (sue PLA4 JSys CN-�R-fit. TStP- -v,"SS $oTT AJ G fto"S w1 uL 17g.OPA-31.y 86 nggpm 71+AA1 TNle FCOo2- Ja ISTS cu ' s). Ilk �I C iZA) A'z''c't C. J OK-fs L = (o.F t+. Q) 15Psr- U- 1*.. 1--* Z ?� "o(C. Cgs Ps F TO i" b 4o Ps F u, 2x io — t,,* _ 2.."o fc.. (tu -50,Psi) MNV L oOrD = 3/4' FLY&JOOD (Acfac) 7.25 �� co ; Rr PSF 2xio �, 24 41 otc --► 1.6 Prf. IkisG.C+nsui��h�M e'1c) 3/2 Ps-F• 0.46) x C�� hks g 1 d• o 9381 E • c� oil I BEAM SPAN = 10 .5 FT. TYPICAL RAFTER BEAM CARRIES ROOF/SNOW LOAD \ 5ft al ro LOAD CASE 1 UNIFORM LOAD ON FULL SPAN Q,00F q LOAD = 70 PLF. � ^ LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 95 PSI . FC PERP = 625 PSI. E= 1600000 PSI. I MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 306 M = 965 D = 11.97 /Ix REACTION (LEFT) = 367 .5 LBS. BEARING AREA REQ'D = .588 IN2. REACTION (RIGHT) = 367 .5 LBS. BEARING AREA REQ'D = .588 IN2 . SX = 10 . 06957 IN3 . AV (MIN) = 4 .201373 IN2 . MINIMUM BEAM SIZE = 1.5 X 7.25 CU $(— ��. MAX. DEFLECTION = .2512871 INCHES = L/ 501.4186 ✓ A(PROVIDED) = 10 .875 IN2 . SX (PROVIDED) = 13 .14063 IN3 . D.F. = 1. 057587 IX(PROVIDED) = 47 . 63477 IN4 . fb = 881.2366 psiv/ � lzooF � BEAM SPAN = 10 .33 FT. ATTIC JOISTS (a) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 100 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI . FV= 95 PSI . FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 430 M 1334 D = 16 /IX REACTION (LEFT) = 516 .5 LBS. BEARING AREA REQ'D = .8264 IN2. REACTION (RIGHT) = 516 . 5 LBS. BEARING AREA REQ'D = .8264 IN2 . SX = 16 . 008 IN3 . AV (MIN) = 6 .789474 IN2 . MINIMUM BEAM SIZE = 1.5 X 9.25 MAX. DEFLECTION = .1617278 INCHES = L/ 766.4729 �_. A(PROVIDED) = 13 . 875 IN2 . SX (PROVIDED) = 21.39063 IN3 . D.F. = 1.029343 IX(PROVIDED) = 98 . 93164 IN4 . fb = 748 . 3653 psi.✓ BEAM SPAN = 10 .33 FT. ATTIC JOISTS (b) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 50 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 95 PSI . FC PERP = 625 PSI. E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 215 M = 667 D = 8 /IX � REACTION (LEFT) = 258 .25 LBS. BEARING AREA REQ'D = .4132 IN2. REACTION (RIGHT) = 258 .25 LBS. BEARING AREA REQ'D = .4132 IN2 . SX = 8 . 004 IN3 . AV (MIN) = 3 . 394737 IN2 . nn�� MINIMUM BEAM SIZE = 1.5 X 5.5 MAX. DEFLECTION = .3846732 INCHES = L/ 322 .1476 ` .- A(PROVIDED) = 8 .25 IN2. SX (PROVIDED) = 7 .5625 IN3 . D.F. = 1. 090552 IX(PROVIDED) = 20 .79688 IN4 . fb = 1058 . 38 psi. BEAM SPAN = 7 . 8333 FT. ATTIC JOISTS (�C LOAD CASE 1 .UNIFORM LOAD ON FULL SPAN LOAD = 100 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI . FV= 95 PSI. FC PERP = 625 PSI. E= 16000,00 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 327 M = 767 D = 5.3 /Ix REACTION (LEFT) = 391. 665 LBS. BEARING AREA REQ'D = .6266641 IN2 . REACTION (RIGHT) = 391.665 LBS. BEARING AREA R8Q D = .6266641 IN2 . SX = 9 .204001 IN3 . AV (MIN) = 5 . 163158 IN2 . ` MINIMUM BEAM SIZE = 1.5 X 7 .25 cu, MAX. DEFLECTION = .1112633 INCHES = L/ 844 .8394 �- A(PROVIDED) = 10 . 875 IN2 . SX (PROVIDED) = 13 .14063 IN3 . D.F. = 1. 057587 IX(PROVIDED) = 47 .63477 IN4 . fb = 700 .4233 psi. ✓ yk. BEAM SPAN = 7 . 833 FT. ATTIC JOISTS W LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 50 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI . FV= 95 PSI . FC PERP = 625 PSI. E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 163 M = 383 D = 2 .65 /Ix � REACTION (LEFT) = 195 .825 LBS. BEARING AREA REQ'D = .31332 IN2 . REACTION (RIGHT) = 195 . 825 LBS. BEARING AREA RLQ'D = .31332 IN2 . SX = 4 . 596 IN3 . AV (MIN) = 2 . 573684 IN2 . MINIMUM BEAM SIZE _ 1.5 X 5.5 C�►1C�► MAX. DEFLECTION = .127423 INCHES = L/ 737 .6691 A(PROVIDED) = 8 .25 IN2 . SX (PROVIDED) = 7 .5625 IN3 . D.F. = 1.090552 IX(PROVIDED) = 20 .79688 IN4 . fb = 607 .7356 psi. G BEAM SPAN = 8 FT. SHORT RAFTERS (HIGH) BEAM CARRIES ROOF/SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 70 PLF. LOAD CASE: 1 3 2� C sx SAWN BEAM USED: FB= 1000 PSI. FV= 95 PSI . FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 233 M = 560 D = 4 /Ix REACTION (LEFT) = 280 LBS. BLARING AREA REQ'D = .448 IN2 . REACTION (RIGHT) = 280 LBS. BEARING AREA REQ'D = .448 IN2. SX = 5 . 843478 IN3 . AV (MIN) = 3 . 199085 IN2 . ` MINIMUM BEAM SIZE = 1.5 X 5.5 MAX. DEFLECTION = .1923366 INCHES = L/ 499.125 A(PROVIDED) = 8 .25 IN2 . SX (PROVIDED) = 7.5625 IN3 . D.F. = 1.090552 IX(PROVIDED) = 20 .79688 IN4 . fb = 888 .5951 psi. CG y�'4j' 0 wed �o 116V Lru�e'' P?4F''ri 10WE : �ad�us� roo�- s�P SD CW,,) 3. 0( t7.zS fCF l2• D3 52PsF + esf ps F F lip( 2 �oc .__ 10 u 3q3 23C g pF- 1. 2 t b ofc» (oA BEAM SPAN = 10 FT. RAFTERS ,(DRIIFTIT BEAM CARRIES ROOF/SNOW LOAD LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 66 PLF. LOAD CASE 2 TRIANGULAR LOAD (MAX AT RIGHT) LOAD = 290 LBS LOAD CASE: 1 LOAD CASE: 2 SAWN BEAM USED: FB= 1000 PSI . FV= 95 PSI. FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 422 M = 1188 D = 13 .35 /Ix REACTION (LEFT) = 426.6667 LBS. BEARING ARBA R8Q'D = .6826667 IN2 . REACTION (RIGHT) = 523 .3333 LBS. BEARING AREA REQ'D = .8373333 IN2 . SX = 12 . 39652 IN3 . AV (MIN) = 5 . 794051 IN2 . P//�� MINIMUM BEAM SIZE = 1.5 X 7 .25 (US 1611 Sic) MAX. DEFLECTION = .2802575 INCHES = L/ 428.1777 A(PROVIDED) = 10 .875 IN2. SX (PROVIDED) = 13 .14063 IN3 . D.F. = 1.057587 IX(PROVIDED) = 47 . 63477 IN4 . fb = 1084 . 88 psi. LA2 v� O e Q �I � h Y o �4 (ff+I LIZ) i # 009*6+ 0092+ M *Oon+ t dos t �ars�as: sir PR r l L gSCJ I LZ� Q £E % 9381P �►- I ci I o ►l�OO (mAm) NOco Q- �sZL,+ • EKP. DATE: 1 11 DD tL etc r; LL tr N • -tr-�sk s (by o•I�ws� ��, M N D � p �= 414-6pC* ♦ Z 2# + t2.3 �uF •'� q4 + t2.3 PIT- —v 37 co ' 32�' 43sip l5 �+ — (4-8 Pt,F :11a C� co ,Exp. 0' E: 11 1z ooFt r.1 3 Ps F V2 % pL�.(W000 = (.5 P .,F-. Zx8 �2�- olc �. 5 PSF l�JSU tA- 'OAJ 0.57 PsF _ IV-usSG:S CZx 2's� = 2.5 FSF 3.7 sP tf 3 " G r-t oor2, = !o PSF (sew tom`-3) l�.zsPt� o -a. a5+ #lc4y ez 3'S8 . L3T. z (1 ?SO(4)(0•ri) = qo 2* x 2 '51dec -& 80¢ 2,.C+e col K w•hs 228 G� St. x 344 0 •���C. � S ,Ao 2 - _ 3.o'7 C•o #4;�-O-sd CASTNI A�'DO Fa2A�0E g SMAu- - SAIS : C. Wider = 8= 8 (.-76X S, = ?-13 Tw_ 23.8 sky USA TS 6 X 6 x 3/t b cave ". t 9351PE c ' c=GW cc &Kp. 0 . • 5'/00 S/ T CAT— � to 4WOO SCICNIC, I-OA014ry) A 3t'L/c.l. 56% 4+'Y 8 = (2,45 lzf& /Ga► krA A ,�► A- s3 e 6 b ` Wr = Q47 rLjp q� g A A .-8 -�-- �� Gou ,► G wA, Q o t1.Fik Fir- --7 PSF cam. cot, f IJJA/D = 04.SXlx4g t + (Mgfi..... ,rrt►c '' 9 9 Z o <Tb or—/FWO SLtTZ-.) t c .t SEtsN�tG GoN''L�'°'c,S• SHEATHING SCHEDULE: STRETCH ISLAND FRUIT EXPANSION Roof gheatT hina: 1/2" plywood (24/0)or APA rated sheathing (Oriented strand board, flake board, or W8ferb08rd,typical) With 8d com nails at 6"o/c all panel edges And 8d com nails at 12"o/c field.(Edges may be unblocked for shear) (240/180) Floor Sheathing: 3/4" plywood (48/24)or APA rated sheathing (AR`C) With 10d com nails at 6" o/c all panel edges And 10d com nails at 10"o/c field.(Edges may be unblocked for shear) (285/215) Exterior Walls, 1/2" plywood or APA rated sheathing (optional) With 8d com nails at 6"o/c all panel edges And 8d com nails at 12"o/c field. All edges must be blocked. (260) Anchor Bolts: P.T. 2x6 (min)sill plates with 112"dia (Typical) X 10"Anchor Bolts at 48"o/c. �' ,tca, Company Tim Covert, P.E., Structural Engineer 14,2003 Designer. Stretch Island Fruitfiad B Job Numer : 5100 L' Global VNO. —Ans e ASD:AISC 9th ALSO 99 Stress Increase Factor ASIF h t?eformation Yes for Member Caics 5 SectionsYenal sIs Tolerance 0.50% Materials General Material Label Young's Modulus Shear Modulus Poisson's Tlwnrni Cost. Weipm Density Yield Sows ksi .49 36 STL 29000 11154 .3. .65 Sections Section Database Material Area SA SA 1(90,270) 1(0'180) TIC L i h SEC1 TU6X6X4 STL 5.59 1.2 1.2 30.3 30.3 Joint Coordinates Joint label X Coordinate Y Coordinate joint Temperature f< N1 0 0 0 N2 0 12 N3 44 12 0 N4 44 0 Boundaty Conditions Joint Label X Translation Y Translation Rotation kfl N1 Reaction Reaction Reaction N4 I Reaction Reaction Reaction Member Data Shape/ Material Phys End Releases End Offsets kAdVO Member Label I Joint J Joint Rotate Section Set Men* L-E.nd NEW I-End J-End Code Length TOW AVM a i;EF fln) M1 N1 N2 * SEC1 STL ly M2 I N2 N3 12 SEC1 STL YMZ M3 N3 N4 SEC1 STL Y 12 Steel Desi n/NDS Parameters Cb Member Section Length Lb out Lb In 4. P °y le_bend K out Kin CH Cm 8 out in R Label Set Is out Is in ft ft 8 0 M1 SEC1 12 2.1 2.1 M2 SEC1 44 4 , 4. : 0 M3 SEC1 12 2.1 2.1 0 Wood Material Parameters Therm Weight Wood Set NDS Species ply Cow Density (� Label Database Fb fl Ft Fv Fe E ks Noll Mail "I Cm Cr E mod Ratio HOA5 El Odn)- No Data to Print... Page 1 RISA-20 Version 5.5 [C:\risa\stretch Island fruit(1).172d) Company Tim Covert,P.E., Structural Engineer October 14,2003 Des[qner. Stretch Island Fruit .lob Number 5100 Redesign Criteria Section Set Max Depth Min Depth Max Wkhh Min Width Max Code Check . Min Code Check in No Data to Print... PlatelSheil Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thkkness Sty location Inactive? F_ No Data to Print Basic Load Case Data BLC No. Basic Load Case Category category Gravity Load Type TOE Description Code Description X Y Joint Point -QIr*dDIsL- I Wind from Right I None I1 1 2 Snow+Attic I None 1 1 2 3 Seismic Zone 3 None 1 1 2 Joint Loads/Enforced Displacements, Category:None, BLC 1 : Wind from Rlaht _— Joint Label [Lioad,[Miass,or, Direction k Magnitude Misplacement N3 L IX 1 -1.532 Joint Loads/Enfo_rced Displacements, Category:None, BLC 2: Snow+Attic Joint Label [Lload.[Mlass,or, Direction k k Magnitude ID is lac ment N3 L Y I -16:8 Joint loads/Enforced Qisplacements, Category:None, BLC 3 :Selsmk(Zone 3) Joint Label [Lioad,[M[ass,or, Direction Magnitude D is 1 ment k k M N2 L X -1.55 N3 Member Direct Distributed Loads, Category •None, BLC 1 : Wind from Right Member Label Direction Start Magnitude End Magnitude Start location End Location M3 X -.148 -. 48 0 0 Movina Loads Tag Pattern Label Increment Both t at Joint 2nd Joint 3rd Joint 4th JointJoint Wa ? Sth Joint 7th Joint 8th Joint Oth Joint 10th Joint 71 No Data to Print... Dynamics Input Number of Modes 3 Load Combination Number 1 -wind+snow+ett[c Acceleration of Gravity 32.2 ftlsee Comer ence Tolerance 0.001 _. Convey a Work Vectors No RISA-21)Version 5.5 [CAds'atstretch island fruit(1).r2d) Page 2 ac Company : Tim Covert, P.E., Structural Engineer Octobor Chei 4,2003 Desi ner Job Number : 5100 Stretch island Fruit 0 Load Combinations Num Descri on W PD B F F Factor 1 wind+snow+attic I I 11 1 1 2 1 2 1 seismic+snow 1 3 1, 2 1. 3 seismic swa 1 1 3 2 1 Joint Displacements,By Combination LC Joint Label X Translation Y Translation Rotation in in 1 N1 0 0 0 1 N2 -1.44 -.015 1.494e-2 1 N3 -1.444 -.015 1.40 e-2 1 N4 0 0 0 Reactions, By Combination LC Joint Label X Force Y Force Moment k k 1 Ni 1.098 16.8 -15.19 1 N4 2.21 16:8 1T:88. 1 Totals: 3.308 33.6 1 COG ft : : 2 St_Drift, By y Combination LC Story X Direction Number Joint Label Drift %of Ht. in No Stories Defined... -Alternate Shapes Section Member SLiggeded/►ltarm1 Sheim t Label Replacement let Chdoe 2nd Choice 3rd Choice Redesign Not Performed... Material Takeoff Material Shape Length WOW STL TU6X6X4 68 1 1.293 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment k 1 M 1 1 1 16.8 -1.266 -15.19 2 16.8 7 -1.266 41,. 3 16.8 -1.266 -7.595 4 16.8 -1.266 98 5 16.8 -1.266 0 1 M2 1 1.098 0 0 2 1.098 0 0 3 1.098 0 0 4 1.098 0 0 RISA-2D Version 5.5 [C:\risa\stretch Island fruit(1).t2d] Paps 3 Company Tim Covert,P.E., Structural Engineer October 14,2003 Desi ner 3:49 PM Job Number : 5100 Stretch Island Fruit Checiud By; 0-Member Section Forces, BY Combination, fcontlnuecQ LC Member Label Section Axial Shear Moment k 5 1.098 0' 0 1 M3 1 16.8 -.602 0 2 16.8 -1.046 2 . 7 3 16.8 -1.49 6.276 4 16.8 -1.934 11°,4 2 5 1 16.8 1 -2.378 1 17.88 Member Stresses, By Combination LC Member Label Section Axial Shear Berm*V top Bw&v bot ksi 1 M1 1 3.005 -.506 1 18.048 -18,048 2 3.005 -.506 1 13.536 -1 3 3.005 -.506 1 9.024 -9.024 4 3.005 -.506 1 4 1-2 -4 5 3.005 -.506 1 0 0 1 M2 1 .196 0 1 0 0 2 .196 0 1 0 0 3 .196 0 1 p 4 .196 0 0 0 5 .196 0 0 'ra 1 M3 1 3.005 -.241 0 0 2 3.005 -.418 -2. 337 2.937 3 3.005 -.596 -7.456 7.456 4 3.005 -.774 13559 1 5 9` 5 3.005 1 -.951 1 -21.243 21.243 Member Deflections, By Combination LC Member Label Section x-Tra�lation y-Translation (n)Uy Ratio 1 M1 1 0 0 NC 2 -.004 .125. .1153 925`. .. 3 -.007 .451 319.043 4 -.011 .912 A51849' 5 -.015 1.44 99.973 1 M2 1 -1.44 -A15 Ne 2 -1.441 -.015 NC 3 -1.442 -.015 NC 4 -1.443 -.015 NC 5 -1.444 -.015 NC 1 M3 1 .015 -1.444 99.725 2 .611 -.941 152:998' 3 .007 -.484 297.449 4 .004 1 -.14 1027.925 5 0 1 0 NC Member RISC ASD a Checks By Combination LC Member Label Code Chk Loc Shear Chk Loa ASD Eqn. Meaaps 1 M1 1 1 .713 11 0 1 .026 1 0 1 1-11-1 1 M2 1 1 .051 11 0 1 .000 1 0 1 'Rvzy, 1 1 M3 1.020 A 12 1 .0501 12 1 1-11-1 (W RISA-21)Version 5.5 [C:lrisalstretch island fruit(1).r2d) Page 4 Company Tim Covert, P.E.,Structural Engineer 3 14,2003 Desi ner Job Number : 5100 Stretch Island Fruit ChOded By: r Member RISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb Cb Cm (ksil tkall �^ 1 M 1 1 11.799 1 28.793 1 31.672 1 1 F .6 1 M2 3.87 28.793 1 31 A7.2 1 .6 1 M3 11.799 28.793 1 31.572 1 1 1 .85 Member NDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loo Eqn Message ft No Data to Print... Member NDS Code Details, By Combination LC Member Label Fc' Fr FW FV' IRS CL CP k t ksi No Data to Print... Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft No Data to Print... Member ASD ANSI 99 Code Details, By Combination LC Member Label Pn Tn Mn Cb Cm k k k-ft No Data to Print... PlatelShell Principal Stresses, By Combination LC Plate Label Sigmai Slgma2 Tau Max Angle Von Mlses ki i No Data to Print... Plate/Shell Forces, By Combination LC Plate Label Fx Fy Fxy k/ft No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k No Data to Print... RSAIFreguencies No Response SPP*WFrequency Resuft Avakble... Mode Shapes Joint Label X Tr No Mode Shape Results Available... RISA-2D Version 5.5 [C:lrisatstretch island fruit(1).r3d) Page 5 Company Tim Covert, P.E., Structural Engineer r 14,2W3 Desiggner Job Plumber = 5100 Stretch island Fruit Global Steel Code ASD:AISC 9th AISI 99 _ Allowable Stress Increase Factor ASIF 1.333 Inttude Shear Deformation Yes No.o s or Member Caics 5 Red n Sections Yes P-Delta Analysis Tolerance 10.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermd Coot. Weight Density Yield Stress kI i STL 29000 1 11154 1 ' .3 1 .65 ILT .49 1 36 Sections Section Database Material Area SA - SA 1(90,270) 10,180) TIC LabelLabel Absoe SEC1 11 TU6X6X4 STL 1 5.59 1 1.2 1 1.2 1 30.3 1 30.3 Joint Coordina Joint Label X Coordinate Y Coordinate Joint Temperature ft N1 0 0 A 0 N2 0 12 0 N3 44 12 0 N4 44 0 0 Boundary Conditions Joint Label X Translation Y Translation Rotation (kAn) n N1 Reaction Reaction Reaction . N4 Reaction Reaction Res n: . _ Member Data Shape/ Material Phys End Rdwm_ End Offsets Inactive Member Label i Joint J Joint Rotate Section Set Mend) WjW J•End I-End JfjW Code Length (decrees) t In M1 N1 N2 I SEC1 STL Y 1 1 12 M2 N2 N3 SEC1 I STL I Y IN 44 M3 N3 N4 SEC1 I STL I Y I I I I I I 12 Steel Design/NDS Parameters *_ Member Section Length Lb out Win L Comp Cb Sway Label Set Is out Is in le bend K out K in CH Cm B out M R ft ft M1 1 SEC1 1 12 1 1 1 12.1 12.1 1 1 1 1 1 1 0 M2 SEC1 44 2 4, .: :. 0 M3 SEC1 1 12 1 12.1 12.1 1 1 1 1 1 1 0 Wood Material Parameters ✓ Wood Set NDS Species Therm Wright Label Database Fb Ft Fv Fe E Poisson's Cat Density ksi No Data to Print... RISA-20 Version 5.5 [C:lrisalstretch island fruit(1).r2d] Pagel 6 Dias an Tim Covert,P.E.,Structural Engineer Octot�l�14,2003 Job umber :: 5100 Stretch island Fruit _ r Redesign Criteria - Section Set Max Depth Min Depth Max Width Min Width Max Code Check . Min Cods Check in In n No Data to Print... Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? in IV No Data to Print... Basic Load Case Data BLC No. Basic toad Case Category Category Gravity Load Type Totals Descriotion Code 1 Wind from Right None I1 1 2 Snow+Attic None 3 Seismic Zone 3 None 1 1 2 Joint Loads/Enforced Displacements, Category:None, BLC 1 : Wind from RION Joint Label [Lioad.[Mlass,or, Direction Magts)tude D is to me N3 L X -1.532 Joint Loads/Enforced Displacements, Category: None, BLC 2: Snow+Attic Joint Label [Lload,[Mlass,or, Direction Magnitude D 1s cement N2 L Y -16.8 N3 L Y - 6.8 I Joint Loads/Enforced Displacements, Category:None, BLC 3:Seismic(Zone 3) Joint Label [Lload,[Mlass,or, Direction Mlagnitude A 0 is 1 m nt N2 L X -1.55 N3 L X 4 Member Direct Distributed Loads,Cate-cor :N:None, BLC ? : Wind from Right Member Label Direction Start Magnitude End MagrAude Start Location End Location M3 X 1 -.14$ 1 -.148 0 0 Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint R Ways? n nt No Data to Print... Dynamics Input Number of Modes 3 Load Combination Number 1 -wind+snow+att[c Acceleration of Gravity 32.2 ftfsec°2 Convey ence Tolerance 0.001 lConverae Work Vectors No RISA-2D Version 5.5 [CAr[sa\stretch Island fruit(1).12d] 7 i I Company : Tint Covert,P.E., Structural Engineer tobw Od 14,2003 Designer 3;4I1 Job Number : 5100 Stretch Island Fruit ! Load Combinations Num Descrigtion Env WS P i I wind+snow+attic I I Y ly1 1 1 1 2 1 2 seismic+snow I I y ly 3 1 2 1 3 1 seismic(sway) 1 3 1.54 2 1 Joint Displacements, & Combination LC Joint Label X Translation Y Translation Rotation in in 2 N1 0 0 0 2 N2 -2.033 -.015 2.108e-2 2 N3 -2.033 -.015 2.108e-2 2 N4 0 0 0 Reactions, By Combination LC Joint Label X Force Y Force Moment k 2 N 1 1.65 16.8 -21.441 2 N4 1.55 16 8. 44 Totals: 3.1 .6 2 COG ft : X:22 : 1 StorY Drift B Combination LC `Story X Direction Number Joint Label Drift %of Ht. in No Stories Defined... Alternate Shapes Section Member S AMomate Otspas Set Label Replacement Redesign Not Performed... Material Takeoff Material Shape Longth wowd ft STL I TU6X6X4 1 68 1.293 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment k 2 M 1 1 16.8 -1.787 -21.441 2 16.8 -1.787 3 16.8 -1.787 -10.72 4 16.8 .1.787 -5 5 16.8 -1.787 0 2 M2 1 0 0 0 - 2 0 0 0 3 0 0 4 0 0 0 RISA-2D Version 5.5 [CArisa\stretch island fruit(1).12d] 8 A u Company Tim Covert, P.E.,Structural Engineer Ocr 14,2003 Job lggNumber : 5100 Stretch Island Fruit By: Member Section Forces, By Combination, continued) LC Member Label Section Axial Shear Moment k 5 0 0 0 2 M3 1 16.8 -1.787 0 2 16.8 -1.787 536 3 16.8 -1.787 10.72 4 1 16.8 -1.787 16.08 5 1 16.8 1 -1.787 1 21.441 Member Stresses, By Combination LC Member Label Section Axial Shear Rwwgm top bot ksi I 2 M 1 1 3.005 -.715 25.474 1 -25.474 2 3.005 -.715 19 05. 1 : 3 3.005 -.715 12.737 -12. 37 4 3.005 -.715 6.368 43W 5 3.005 -.715 0 0 2 M2 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0< 4 0 0 0 0 5 0 0 0 0 2 M3 1 3.005 -.715 0 0 2 3.005 -.715 -6.368 6.368 3 1 3.005 -.715 -12.737 12.737 4 1 3.005 -.715 191'05 � 05 S 1 3.005 -.715 -25.474 25.474 Member Deflections, By Combination LC Member Label Section x-Translation y4mnslation (n)Uy Ratio ri n 2 M1 1 0 0 NC 2 -.004 .176 817.105 3 -.007 .637 226.035 4 -.011 1.288 -t 432 5 -.015 2.033 70.828 2 M2 1 -2.033 -.015 C 2 -2.033 -.015 NC 3 -2.033 -.0 5 NO 4 -2.033 -.015 NC 5 -2.033 -.015 N °. 2 M3 1 1 .015 -2.033 70.828 2 .011 1.288 141.832 3 .007 -.637 226.035 4 .004 -.176 SIV . 5 0 0 NC Member AlSC A SD40MLO Checks By Combination LC Member Lab f (in Code Chk Shear ChicLoc ASD Eqn. Meseape 2 M1 1 1 .909 .037 1 0 H1-2 2 M2 .000 .000 .0. 1'-1, 2 M3 I 1 .909 12 .037 1 0 1 1-11-2 0V-- RiSA-2D Version 5.5 [C:1risa\stretch island fruit(1).r2d) Pap 9 Company Tim Covert, P.E.,Structural Engineer October 14,2003 ob iNumber : 5100 Stretch d Frv� 3. Member A1SC ASD 9th Code Details, By Combination LI�L� LC Member Label Fa Ft Fb Cb Cm ksi i 2 M1 1 11.799 1 28.793 1 31. 72 1 .6 2 M2 3.87 1 28.793 1 31; 721 1 .6 i 2 M3 11.799 1 28.793 1 31.6721 1 .6 Member NDS Code Checks, By Combination LC Member label Code Chk Loc Shear Chk Loc Eqn M"Upe No Data to Print... Member NDS Code Details, By Combination LC Member Label Fc' Fr FW FV' IRS CL CP ksi ksi Mal) No Data to Print... Member ASD ANSI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Mepaps ft No Data to Print... Member ASD AIS199 Code Details, By Combination I LC Member Label Pn Tn Mn Cb Cm k k-ft �,,• No Data to Print... 771 Plate/Shell Principal Stresses, By Combination LC Plate Label Sigmal Sigma2 Tau Max Angle Von MIs" ksi 1 l No Data to Print... Plate/Shell Forces, By Combination LC Plate Label Fx Fy F)W Wit) k/ft No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k k No Data to Print... RSAI�Fre_quencies No Response S Fr ue esuft A Mode Shapes Joint Label X Translation Y Translation Rotation No Mode Shape Results Available... RISA-25 Version 5.5 (C:1rlsalstretch Island fruit(1).r2d) Page 10 Company Tim Covert, P.E.,Structural Engineer 14,2003 Designer 3:'.NO Job Number : 5100 Stretch Island Fruit areciad sty: 0 Rt Global Steel Code ASD:AISC 9th AISi 99 Allowable Stress Increase Factor ASIF 1.333 Incituie Shear Deformation Yeslop- No.of Sections for Member Calcs 5 Redesign Sections Yes c P-Delta Analysis Tolerance 0.50/c s' Materials (General) _ Material Label Young's Modulus Shear Modulus. Poisson's Thermal Cost. Weight Density Yield Stress kl STL 1 29000 1 11154 1 .3 1 (ow.160SA5EL—F .49 1 36 Sections Section Database Material Area 8A SA 1(90.270 1 0,180) TIC Label h Label n SEC1 TU6X6X4 STL 1 5.59 1 1.2 1.2 1 30.3 1 30.3 Joint CoordinSites Joint Label dinate Y Coordinate Joint Temperature ft F N1 0 0 0 N2 0 12 G N3 44 12 0 N4 44 0 Boundary Conditions Joint Label X Translation Y Translation Rotation n (kAn N1 Reaction Reaction I Reaction N4 Reaction I Reaction I Reaction Member Data Shape/ Material Phys End` End OM" b motive Member Label I Joint J Joint Rotate Section Set Memb WM J-End I-Ertd J-End CodsLength (deaM1 N1 N2 rase SEC1 STL Y set T 12 M2 N2 N3 SEC1 I STL JYJ I PIN I PIN 1 1 44 M3 N3 N4 SEC1 I STL JYJ I I 1 1 12 Steel Design/NDS Parameters Member Section Length Lb out Lb in L_comp Cb Sway Label Set le out le In Is_bend K out K in CH Cm 6 out in R ft ft M1 SEC1 12 1 12.1 12.1 1 0 M2 I SEC1 1 44 1 2 1 1. 0 M3 1 SEC1 1 12 1 12.1 12.1 1 0 Wood Material Parameters Wood Set NDS Species Theron Weight i Label Database Fb Ft Fv Fc E Pobisort's Coef. Density ksi 1 1 No Data to Print... I RISA-2D Version 5.5 [CArisalstretch island fruit(1).12d) Page 11 .16 Company : Tim Covert, P,E., Structural Engineer 14,2003 Designer 3:50 Job Number : 5100 Stretch Island Fruit ChWW @y: �- Redesign Criteria Section Set Max Depth Min Depth Max WkIth Min Wldlh Max cods Check . Min Cods Check in in n No Data to Print... Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thfekness Stress Location Inactive? In No Data to Print... Basle Load Case Data BLC No. Basic Load Case Category Category Graft Load Type Totals s t' n Y 1 Wind from Right None 1 1 2 Snow+Attic None 2 3 Seismic Zone 3 None EtEj 2 Joint Loads/Enforced Displacements, Category=e, BLC 1 : W/nd from Right Joint Label [L)oad,[M)ass,or, Direction Magnitude D is lacement N3 L X -1.632 Joint Loads/Enforced Displacements, Cates m:None, BLC 2:Snow+Attic Joint Label [L]oad,[M]ass,or, Direction Magnitude D is lacemen k' N2 L Y -16.8 N3 L Y -410.8 Joint Loads/Enforced Displacements, Cate-gory:None, BLC 3:Selsmlc(Zone 3) i -1 �I ��, I�■I�1 Joint Label [L]oad,[M]ass,or, Direction Magnitude i m nt N2 L X -1.55 N3 L X 4.55 Member Direct Distributed Loads, Category:None, BLC 1 : Wind from Rlaht Member Label Direction Start Magnitude End Magnitude Start Location End Location F M3 X 1 -.148 1 -.148 0 1 0 Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 51h Joint ft Ways? Oth Joint 7th Joint Oth Joint Oth Joint I CNh Joint No Data to Print ... Dynamics Input Number of Modes 3 Load Combination Number 1 -wind+snow+attic Acceleration of Gravity 32.2 ftlsec"2 Convergence Tolerance 0.001 Converge Work Vectors I No RISA-20 Version 5.5 [C:lrisalstretch Island fruit(1).r2d) Page 12 r Company Tim Covert, P.E.,Structural Engineer r 14,2003 Job Number : 5100 Stretch Island fruit 3C :eed B . Load Combinations Num Descriotion Env WS PO SRSS CD BLQ Factor BLQ Factor BLQ Fedor BLQ Factor 1 wind+snow+attic I I Y I y I 1 1 1 2 1 2 seismic+ snow y I y I 1 1 3 1 2 1 3 seismic(sway) 1 3 1.54 2 1 Joint Displacements, BX Combination LC Joint Label X Tr Y Translation Rotation 3 N1 0 0 0 3 N2 -3.131 1 -.015 3.2470-2 , O 3 N3 -3.131 -.015 3.247e-2 3 N4 Ej 0 of 0 0 Reactions By Comb( �k LC Joint Label X Force Y Force Moment k 3 N1 2.387 16.8 -33.018 3 N4 2.387 16.8 -33-.UIW- 3 Totals: 4.774 33.6 3 COG ft : X: 22 2 Story Drift, BY Combination LC Story X Direction Number Joint Label Drift %of Ht. i No Stories Defined... Alternate Shapes Section Member 8 1 Alamate 8hWw St Label Reiplacement Redesign Not Performed... Material Takeoff Material Shape Length WOW (ft) (k STL TU6X6X4 68 1.293 Member Section Forces, By� combination LC Member Label Section Axial Shear Moment k 3 M 1 1 16.8 -2.752 -33.018 2 16.8 -2.762 -24.764 3 16.8 -2.752 .16.509 4 16.8 -2.752 4.255-1 5 16.6 -2.752 0 3 M2 1 0 0 .,RO 2 0 0 0 3 0 0 0 4 0 1 0 0 RISA-21D Version 5.5 [Carisa\stretch island fruit(1).r2d] Page 13 Company Tim Covert, P.E.,Structural Engineer gOct October 14,2003 Job Number : 5100 Stretch island Fruit ChWW Member Section Forces, By Combination, (continuko LC Member Label Section Axial Shear Moment k k 5 0 0 3 M3 1 16.8 -2.752 0 2 16.8 -2.752 8:2 - 3 16.8 -2.752 16.509 4 16.8 -2.752 24.764 5 1 16.8 -2.752 1 33.018 _Member-Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot ksi i 3 M1 1 3.005 -1.101 1 39.23 -39.23 2 3.005 -1.101 29.422 - . 3 3.005 -1.101 19.615 -19.615 4 3.005 -1.101 9.807 -91,807 5 3.005 -1.101 0 0 3 M2 1 0 0 0` '.0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0, 0 3 M3 1 3.005 -1.101 0 0 2 3.005 -1.101 4.807 9.807 3 3.005 -1.101 -19.615 19.615 �• 4 3.005 -1.101 29.422 29.422 5 3.005 .1.101 -39.23 39.23 Member Deflections, By Combination LC Member Label Section x-Translation y Translation (n)Uy Rath in n 3 M1 1 0 0 NC 2 -.004 .271 630 587' 3 -.007 .981 14 .776 4 -.011 1.983 72.616 5 -.015 3.131 45.992 3 M2 1 -3.131 -.015 NC 2 -3.131 -.015 NC 3 -3.131 -.015 ANC 4 -3.131 -.015 NC 5 -3.131 -.01.5` NC 3 M3 1 .015 -3.131 45.992 2 .011 -1 M3 ? .618 3 .007 -.981 146.776 4 .004 -.271 530587 5 0 1 0 NC Member AISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft 3 M1 1.493 0 .057 0 H1-1 l 3 M2 .000 0 .000 0. 1`11 , 3 M3 1.493 12 .057 0 1-11-1 off. . RISA-2D Version 5.5 [C:\risa\stretch island fruit(1).r2d] Page 14 w , .. Company Tim Covert, P.E., Structural Engineer 18,2003 . M ob Number : 5100 Stretch ielattd Fruit Global � ■ w Steel Code ASD:RISC 9th AM 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes qv mp44 No.of Sections for Member Calcs 5 Redesign Sections Yes P-Delta Analysis Tolerance 10.50% fie Materials General Material Label Young's Modulus Shear ulus Poisson's Thermal Cost. Wejht Density Yleld Stress ki F STL 1 29000 11154 .3 .65 .49 1 35 Sections Section Database Material Area SA SA 1(90,270) 1(0,180) T/C Label Sha abet in In"4 ON SEC1 I TU6X6X5 STL 1 6.86 1 1.2 1 1.2 1 36.3 1 36.3 Joint Coordln Joint Label X Coordinate Y Coordinate Joint Temperature ft N1 0 0 0 N2 0 12 '0 N3 44 12 0 N4 44 0' Boundary Conditions Joint Label X Translation Y Translation Rotation N 1 I Reaclion I Reaction IReadbrt N4 Reaction I Reaction I Reaction Member Data Shape/ Material Phys End Release End ORpts Indus Member Label I Joint J Joint Rotate Section Set Memb hand J-End hand J-Ertd Code Length de re M1 I N1 I N2 I SEC1 I STL lYl I I I I12 M2 I N2 I N3 SEC1 I STL JYI I .P M3 I N3 I N4 SEC1 I STL Y 12 Steel Design/NDS Parameters Member Section Length Lb out Lb in L_Mnp Cb Sway Label Set Is out le in 1s_bend K out K In CH Cm B out in R ft M1 SEC1 1 12 1 1 2.1 2.1 0. M2 SEC1 44 'C. 0. M3 SEC1 12 12.1 12.1 1 0. Wood Material Parameters Wood Set NDS Species Therm Wit Label Database Fb Ft Fv Fc E Poisson's Coot Density ksi i ksiCr No Data to Print ... RiSA-2D Version 5.5 [C:Visalstretch island fruit(1).r2d] Page 15 A - .. Comp a Tim Covert, P.E., Structural Engineer 30�16,Desig 2003 Job Number : 5100 Stretch inland Fruit 5ia hiiiiiiiiiiiiiiiiiii �-' Redesign Criteria I Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check in in No Data to Print... Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Malarial set ThIclums 8tnss L.ocadon Uaetive? No Data to Print... Basic Load Case Data BLC No. Basic Load Case Category Category Gmvky Load Type Totals Des tion Code DescriptionDirect QWL 1 Wind from Right None 1 ' 1 2 Snow+Attic None 1 2 3 Seismic Zone 3 None 1 2 Joint Loads/Enforced Displacements, CategoN:None, BLC 1 : IMnd from Right Joint Label [Lload,[Mlass,or, Direction Magnitude D is la ment k k4t in N3 I L J X -1.532 Joint Loads/Enforced Displacements, Category:None, BLC 2:Snow+Atdc Joint Label (Lload,[Mlass,or, Direction Magnitude Misplacement lacement N2 L Y -16.8 N3 L Y. tq $:... Joint Loads/Enforced Displacements, Cate_aow:None, BLC 3:Seismic(Zone 3) Joint Label (Lload,[Mlass,or, Direction Magnitude 1 acem nt N2 L X 755 N3 L X T.55 Member Direct Distributed Loads, Category:None. BLC I : Wind f Right Member Label Direction Start Magnitude End Mapnlwds start Location End L.oatIon F M3 X 1 -.148 1 -.148 0 1 0 Moving Loads -- Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint Ah Joint 5th Joint yy ? 1 nt No Data to Print... ft Dynamics Input -- Number of Modes 3 Load Combination Number 1 -wind+$now+attic Acceleration of Gravity 32.2 sec"2 Corn ence Tolerance 0.001 `'�- Convrtr a Work Vectors No R[SA-20 Version 5.5 [C:Visa\stratch island fruit(1).i2d] Page 16 0 ` .1 Company Tim Covert, P.E.,Structural Engineer a16,203 Destt�n 5M Job. Number : 5100 Stretch island Fruit C Bt► ww�www� �.wwi�w �.ww�i i Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC BLC Factor 1 1 wind+snow+attic I lylyl I 1 1 1 2 1 2 1 seismic+snow I I y I yT--- 1 3 1 2 j. 3 1 seismic(sway) 1 3 1 1.54 2 1 4 90 WIND + 1/2 SN—O—WT I Y I Y I1 1 1:27 s—.81 if I Joint Displacements, By Combination ' LC Joint Label X Translation Y Translation Rotation , n in (radians) 4 N1 0 0 0O 4 N2 -1.455 -.01 1.508e-2 4 N3 -1.458 -.01 1.419e-2 4 N4 0 0 0 Reactions, By Combination , LC Joint Label X Force Y Force Moment k 4 N 1 1.395 13.608 -18.383 4 N4 2.807 13 608 2.1 Y99:;; " 4 Totals: 4.201 27116 t• 4 COG ft : 22 : 1 4 Story Drift, By Combination LC Story X Direction Number Joint Label Drift %of HL in No Stories Defined... Alternate Shapes Section Member Attomate W"w Set Label Replacement 1st 2nd Chaim 3rd Choice Redesign Not Performed... Material Takeoff Material Shape Length wow STL TU6X6X5 1 68 1.587 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment k 4 M 1 1 13.608 -1.532 1 -18.383 2 13.608 1.532 -133- 3 13.608 -1.532 -9.192 4 13.608 -1.532 5 13.608 1 -1.532 0 4 M2 1 1.395 1 0 0 2 1.395 1 0 1 0 RISA-20 Version 5.5 [C:lrisalstretch island fruit(1).r2d] Pays 17 Company Tim Covert, P.E., Structural Engineer 3. berI8,20033 Designer Job Number : 5100 Stretch island Fruit Chid By: i Member Section Forces, By Combination, (continued) LC-- Member Label Se Uon I Irt IrAxia Shear Moment k 3 1.395 0 0 ' 4 1.395 0 0 5 1.395 0 0 4 M3 1 13.608 -.689 0 2 13.608 -1.253 2912 3 13.608 -1.817 7.516 4 13.608 -2.38 11412 5 13.608 -2.944 21.799 Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bw4ft bot ksi i 4 M 1 1 1.984 -.49 1 18.232 -18 2 2 1.984 -.49 13.674 -1 .674 3 1.984 -.49 9.116 -9.116 4 1.984 -.49 4.558 -4 5 1.984 -.49 0 .0 4 M2 1 .203 0 0 0 2 .203 0 0 0 3 .203 0 0 0 4 .203 0 0 0 5 .203 0 0 0 4 M3 1 1.984 -.22 0 0 2 1.984 -.401 -2.888 2.888 3 1.984 -.581 -7.454 7.464 4 1.984 -.762 13698 8` 5 1.984 -.942 -21.619 E21.619 Member Deftectfons, By Combination LC Member Label Section x-Translation y-Trenslatkm (n)Uy Rath in 4 M1 1 0 0 NC 2 -.002 .126 114 .316 3 -.005 .456 315.921 4 -.007 .921 156.292 5 -.01 1.455 98.983 4 M2 1 -1.455 -.011. NC 2 -1.456 -.01 NC 3 -1.457 -.01 :NC' 4 -1.458 -.01 NC 5 -1.458 -.01 NC 4 M3 1 .01 -1.458 98.732 2 .007 -.952 :15.1.269 3 .005 -.491 293.573 4 .002 -.142 1012.727 5 1 0 101 NC Member AtSC AS Checks By Combination LC Member Labe Code Chk oc Shear Chk Loc ASO Eqn. Mesepe 4 M1 .645 .026 0 H1-2 4 M2 .054 0 .000 0 H1-1 4 M3 873 12 .049 12 H1-1 RISA-2Q Versi 5.5 [Cart tretch island fruit(1).r2dJ Page 18 Company Tim Covert, P.E., Structural Engineer O 16,2003 Designer 3:50 PM Job number : 5100 Stretch Island Fruit Chemed MemberAlSC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb Cb Cm ksi ksi 4 M 1 1 11.519 1 28.7931 31.672 1 1 1 .6 4 M2 3.778 1 28.793 1 31.072 1 1 1 .6 4 M3 11.519 1 28.793 1 31.672 1 1 1 .85 Member NDS Code Checks By Combination LC Member label Code Chk Loc Shear Chk Loc Eqn Message it ft No Data to Print... Member NDS Code Details By Combination LC Member Label Fc' FC Fb' FV' RB CL CP ksi) (ksl) (k i No Data to Print... _Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loa ASD Eqn. Message ft R No Data to Print... Member ASD AISI 99 Code Details, By Combination LC Member Label Pn Tn Mn Cb Cm k k- _- No Data to Print... PlatelShell Principal Stresses, By Combination LC Plate Label Sigmal Sigma2 Tau Max Angle Von Mass NO Will NMI (radians) No Data to Print... Plate/Shell Forces, By Combination LC Plate Label Fx Fy Fxy k/ft k/ft No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k No Data to Print... RSA/Frequencies No Respqnse SpechWFrequency Results A` Mode Shapes Joint Label X TralWation Y Tirenslation Rollation No Mode Shape Results Available... l RISA-2D Version 5.5 [CArisa\stretch island fruit(1).r2d] Pape 19 Company Tim Covert, P.E., Structural Engineer Odol r 14,2003 Designer Job Number : 5100 Stretch Island Fruit Global Steel Code ASD:Al 9th AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No.of Sections for Member Caics 5 Redes n Sections Yes P-Delta Analysis Tolerance 10.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coot: Weight Oeneity Yield Stress ki i STL 1 29000 1 11164 1 .3 1 .65 1 .49 1 36 Sections Section Database Material Area SA SA 1(90,270) 1(0.180) T/C Label Shape Label in 7 SEC1 TU6X6X3 STL 4.27 1 1.2 1 1.2 1 23.8 1 23.8 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature n N1 0 0 0 N2 0 '12 Q' N3 44 12 N4 44 0 0 Boundary Conditions Joint Label X Translation Y Translation Rotation k/i N1 Reaction Reaction Reaction N4 Reaction Reaction Reactlon Member Data Shape/ Materiel Phys End Rsieases End Offsets Inedhre Member Label I Joint J Joint Rotate Section Set Memb 1-End J-End 6End J.End Core length (deareeel set M1 N1 N2 SECII I STL I Y 12 M2 N2 N3 SEC1 I STL 'Y AN I P 44 M3 N3 N4 SEC1 STL Y 12 Steel Design/NDS Parameters _ Member Section Length Lb out Lb In I.1-00111P Cb Sway Label Set le out Is In le bard K out K in CH Cm B out in R ft ft M1 I SEC1 12 1 1 12.1 12.1 1 1 1 1 1 1 0 M2 I SEC1 1 44 2 1. 4._J I I I I0 M3 SEC1 12 2.1 2.1 0 Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Cost. Density ki (ksl) Mill OW) NMI Cm Cr E mod Ratio (JOA5F). QM3 No Data to Print... RISA-21)Version 5.5 (CArisa\.stretch Island fruit(3).r2d] Page 1 Uz. Company Tim Covert, P.E., Structural Engineer October 14,2003 Designer 4:24 PM Job Number : 5100 Stretch 11*10 d Fruit Che*W By: Redesign Criteria Section Set Max Depth Min Depth Max Width Min Wkhh Max Code Check . Min Code Check in No Data to Print... Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? No Data to Print... ' Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Tools Description Code Description X Y Joint Point DkedDloL 1 Wind from Right None 1 1 2 Snow+Attic None 2 3 Seismic Zone 3 None 2 1 t7777i Joint Loads/Enforced Displacements, Category:None, BLC 1 : Wind from Right Joint label [Lioad,[Miass,or, Direction Magnitude D is la ment k I( 2/R N3 L X -1.532 Joint Loads/Enforced Displacements, Category:None, BLC 2:Snow+Atdc Joint Label [Lioad,[Miass,or, Direction Magnitude Q i I ern nt N2 L Y -16.8 N3 L Y AGA Joint Loads/Enforced Displacements, Category: None, BLC 3:Seismic(Zone 3) Joint Label (Ljoad,[M]ass,or, Direction Magnitude D i lacement k k• "?Jlt N2 L X -1.55 N3 L X Member Direct Distributed Loads,Category:None, BLC 1 : Wind from RIQht Member Label Direction Start Magnitude End Magnitude Start Location End Location F M3 X 1 -.148 1 -.148 1 0 1 0 Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint It ways? Gth Joint 7th Joint Oth Joint Oth Joint 10th Joint No Data to Print... Dynamics Input Number of Modes 3 Load Combination Number 1 -wind show attic Acceleration of Grayit 32.2 ft/sec"2 Conver oence Tolerance 0.001 Converge Work Vectors No RISA-21)Version 5.5 [C:lrisalstretch island fruit(3).t2d] Page 2 as. - Comgp tens Tim Covert, P.E., Structural Engineer 4C 14,2003 DesiJob Number : 5100 Stretch Island Fruit C 400111d By Load Combinations DescriptionNum EnvW PD SRSSFactor 1 I wind+snow+attic I I y I y I I 1 1 .78 2 .78 2 1 seismic+snow I lylyl 1 1 3 78;. 2' .78- 3 1 seismic(sway) 1 1 3 1 1.2 1 2 .78 Joi�isplacemen% By Combination LC Joint Label X Translation Y Translation Rotation in in 1 N1 0 0 0 1 N2 -1.429 -.015 1.482e-2 1 N3 -1.433 -.015 1.397e-2 1 N4 0 0 0 Reactions, By Combination LC Joint Label X Force Y Force Moment k k 1 N 1 .857 13.104 -11.836 1 N4 1.724 13.104 -11934 1Totals: 2.68 1 C 0G ft : X: 22 Stow©rift, By Combination LC Story X Direction Number Joint Label Drift %of Ht. in No Stories Defined... Alternate Shapes Section Member AltemaIs Shapes Set Label Repleconent 1 Redesign Not Performed... Material Takeoff Material Shape Len We A & STL I TU6X6X3 68 AW Member Section Forces, By Combination LC Member Label Section Axial Shear Moment k 1 M 1 1 13.104 -.986 1 -11.836 2 13.104 -.988 3 13.104 -.986 -5.91 4 13.104 -.986 -2:�959- 5 13.104 -.986 0 1 M2 1 .857 2 .857 0 0 7677 3 ..857 0 4 .857 0 0 RISA-21)Version 5.5 [C:\risa\stretch island fruit(3).t2d] Page 3 Company Tim Covert, P.E.,Structural Engineer October 14,2003 Designer 4:24 PM Job umber : 5100 Stretch island Fruit d By: Member Section Forces, By Combination, IfcontinueW LC Member Label Section Axial Shear Moment k -tt 5 .857 1 M3 1 13.104 -.469 0 2 13.104 .8.1 1925 3 13.104 -1.161 4.889 4 13.104 -1. .8 8A 2 5 13.104 -1.854 13.934 Member Stresses, By Combination LC Member Label Section Axial Shear Bend top Berndt bot ksi i 1 M 1 1 3.069 -.526 17.903 -17.903 2 3.069 -.526 13.427 3 3.069 -.526 8.952 -8.952 4 3.069 -.526 4:476 478 5 3.069 -.526 0 0 1 M2 1 .201 0 1 0 0 2 .201 0 1 0 0 3 .201 0 1 0 0 4 .201 0 0 0 5 .201 0 0 .0 1 M3 1 3.069 -.25 0 0 2 1 3.069 -.435 2912 2:912 3 3.069 -.619 -7.395 7.395 l4 3.069 -.804 -13 1-45 -- 5 3.069 1 -.989 -21.077 21.077 Member Deflections, By Combination LC Member Label Section x-Transladon y-Translation (n)Uy Rath 1 M1 1 0 0 NC 2 -.004 .124 1'181915' 3 -.008 .448 321.609 4 -.011 .905. 1 082 5 -.015 1.429 100.758 1 M2 1 -1.429 ..015. NC 2 -1.43 -.015 NC 3 -1.431 -.015 NC 4 -1.432 -.015 NC 5 -1.433 -.015 NC 1 M3 1 .015 -1.433 100.501 2 .011 -.934 154:179 3 .008 -.48 299.707 4 .004 -.139 1035403. 5 1 0 1 0 NC Member RISC ASD 9th Code Checks By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Meesape R 1 M1 .707 0 .027 0 1 H1-1 1 M2 .050 0 .000 0 1-1 1 M3 1.010 12 .052 12 1 1-11-1 RISA-21)Version 5.5 [C:\dsa\stretch island fruit(3).12dj Page 4 Company Tim Covert, P.E., Structural Engineer asy; 4.2003 Desi nerJobNumber : 5100 Stretch Island Fruit Member AISC ASD 9th Cod_Details, By Combination LC Member Label Fa Ft Fb Cb Cm Will Nall 1 M 1 12.133 1 28.793 1 31.672 11 .6 1 M2 3.98 1 28.793 31.672 1 .6 1 M3 12.133 28.793 31.672 1 1 .85 Member AIDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Eqn Message ft ft No Data to Print... Member AIDS Code Details, By Combination LC Member Label Fc' Ft' Fb' FV' RB CL CP Mill k ksi NO No Data to Print... Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft ft No Data to Print... Member ASD AISI 99 Code Details BY Common LC Member Label Pn Tn Mn Cb Cm k k -ft I No Data to Print... Plate/Shell Principal Stresses, By Combination LC Plate Label Sigmas Slgma2 Tau Max Angle Von Mises NO f No Data to Print... PlatelShell Forces, By Combination LC Plate Label Fx Fy Fxy k/ft ktft k/ft No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k No Data to Print... RSA/Frequencies No Response S requencyA ble... Mode Shapes Joint Label X Translation Y TrarwWw Rotation No Mode Shape Results Available... Page 5 RISA-2D Version 5.5 IC:�risaistretch island fruit(3).r2d) Company : Tim Covert, P.E.,Structural Engineer October 14,2003 Desi ner 4:24 Job Number : 5100 Stretch Island Fmk By: � Global Steel Code A D:AtSC 9th AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No.of Sections for Member Calcs 5 Redesign Sections Yes P-Delta Analysis Tolerance 10.50% Materials (General)__,__ Material Label Young's Modulus Shear Modulus Poisson's Thermal Cost. Weigh density YisW Stress I STL 1 29000 1 11154 1 .3 .65 1 .49 1 36 Sections Section Database Material Area SA SA 1(90.270) 1 0,480) T/C Label Shape Label SEC1 I TU6X6X3 I STL 1 4.27 1 1.2 1 1.2 1 23.8 1 23.6 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature ft N1 0 0 0 N2 0 12 :0- N3 44 12 0 N4 44 0 0 Boundary Conditions Joint Label X Translation Y Translation Rotation kr n N1 I Reaction Reaction I Reaction N4 Reaction Reaction I Reaction Member Data Shape/ Material Phys End RNseses End OBsets inective Member Label I Joint J Joint Rotate Section Set Memb I.&W J-End 1-End J-End Code Lenpilh (degrees) TOM AVM AVM On) ft M1 I N1 I N2 I SEC1 ISTL Y 12 M2 N2 N3 SEC1 STL Y PIN PIN 44 M3 N3 N4 SEC1 STL Y 12 Steel Design 1 NDS Parameters Member Section Length Lb out Lb in I.—comp Cb Sway Label Set le out Is in IS—bend K out K in CH Cm B out in R A ft it M1 SEC1 12 12.1 12.1 1 1 10 M2 SEC1 44 2 1. t -4— 0 M3 SEC1 12 2.1 12.1 1 1 0 Wood Material Parameters Wood Set NOS Species Therm Weight Label Database Fb Ft Fv Fs E Poisson's Coif. ksi No Data to Print... RISA-20 Version 5.5 (C:\dsa\stretch island fruit(3).r22d] Page 6 Company Tim Covert, P.E.,Structural Engineer Od*w 14,2003 ob Number : 5100 Stretch island Fruit � Jr.—. Redesign Criteria — Section Set Max Depth Min Depth Max Width Min Width Max Code Check inn Code check in i No Data to Print... Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? No Data to Print... Basic Load Case Data BLC No. Basic Load Case Category Cateom Gravity Load Type Totals Description Description X Y 1 Joint P4ft- Wind from Right None I 1 I1 2 Snow+Attic Nons 2 3 Seismic Zone 3 None I2 Joint Loads/Enforced Displacements, Cate—gory: None, BLC 1 : Wlnd from Right Joint Label [L)oad,[M]ass,or, Direction Magnidide Misplacement lacemen k' " N3 L X -1.532 Joint Loads/Enforced Displacements Category:None, BLC 2:Snow+Atfic Joint Label [L)oad,[M)ass,or, Direction Magnitude Dist mnt N2 L Y -16.8 N3 L Y F - 68 Joint Loads/Enforced Displacements�,gory:None, BLC 3:Seismic(tone 3) Joint Label [L)oad,[M)ass,or, Direction Magnitude D i la meet k' N2 L X -1.55 N3 L X 1.55 Member Direct Distributed Loads, Category:None, BLC 1 : WInd from Right Member Label Direction Start Magnitude End Magnitude Start Location End Location M3 X -.148 1 -.148 0 1 0 Moving Loads - Tag Pattern Label Increment Both 1 at Joint 2nd Joint 3rd Joint 4th Joint 511h Joint I No Data to Print... Dynamics Input Number of Modes 3 Load Comb[nation Number 1 -wind+snow+attic. Acceleia#ion of Gravity 32.2 fUsec"2 Can once Tolerance 0.001 Converge Work Vectors No r.:.�arl-��i■I' �.r.i .. -- e•^=•-r i rii�II��IUC® RISA-2D Version 5.5 [C:lrisa\stretch island fruit(3).12d) Page 7 a�:w Company Tim Covert, P.E., Structural Engineer October 14,2003 DeQner 4:24 PM Job Number : 5100 Stretch island Fruit Chedod 8y: Load Combinations rn Description nv WCD BLQ BLQ Factor AC Factor 1 1 wind+snow+attic 1 1 1 .78 2 .78 2 seismic+ snow 1 3 .78 2 .78 3 seismic(sway) 1 3 1.2 1 2 1 .78 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation i in 2 N1 0 0 0 2 N2 -2.017 -.015 2.091e-2 2 N3 -2.017 -.015 2.091e-2 2 N4 0 0 0 Reactions, By Combination LC Joint Label X Force Y Force Moment k 2 NI 1.209 13.104 -16.708 2 N4 1.209 13104 46.708 2 Totals: 2.41 8 2 COG (ft): X• 22 Y: 1 t Story Drift, By Combination _ LC Story X Direction Number Joint Label Drift %of HL in No Stories Defined... Alternate Shapes Section Member 8uggMMd AMernste Shapes , Set Label Replacement 1 2nd Choice 3rd Choice Redesign Not Performed... Material Takeoff Material Shape Length WOW (tt STL TU6X6X3 68 .988 Member Section Forces, By Combination LC Member label Section Axial Shear Moment k k 2 M 1 1 13.104 1 -1.392 -16.706 2 13.104 -1.392 1:2i53. 3 13.104 -1.392 -8.353 4 13.104 61.392 -4. 7 5 13.104 -1.392 0 2 M2 1 0 0 '0` 2 0 0 0 3 0 0 0 4 0 1 0 0 RISA-2D Version 5.5 (C-.\hsalstretch island fruit(3).t2d] Page 8 Company Tim Covert, P.E.,Structural Engineer October 14,2003 Designer . Job Number : 5100 Stretch Island Fruit Member Section Forces, By Combinatio_..Lgant)nu" , LC Member Label Section Axial Shear Moment 5 0 0 0` 2 M3 1 13.104 -1.392 0 2 13.104. A-.392 7 41T.7 . 3 13.104 -1.392 8.353 4 13.104 -1,392 1253 5 13.104 1.392 16.706 Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bondi bot (ksil 2 M 1 1 3.069 -.743 25.27 -25.27 2 3.069 -.743 1&953 3 3.069 -.743 12.635 -12.635 4 3.069 -.743 6.318 .318 5 3.069 -.743 0 0 2 M2 1 0 0 0 0 2 0 0 0 0 3 0 0 0. V . 4 0 0 0 0 5 0 0 0 0 2 M3 1 3.069 -.743 1 0 0 2 3.069 -.743 4 341 18` 3 3.069 -.743 12.635 12.635 4 3.069 -.743 -18 W 18 953 -- 1 5 3.069 -.743 -25.27 25.27 Member Deflections, By Combination LC Member Label Section x-Translation y-Translation (n)Uy Ratio n 2 M1 1 0 0 NC 2 -.004 .175 823.179 3 -.008 .632 227.778 4 -.011 1;278 Ift,705` 5 -.015 2.017 71.384 2 M2 1 -2.017 -.015 . N 2 -2.017 -.015 NC 3 -2.017 -.015 NC. 4 -2.017 -.015 NC 5 -2.017 -.015 70 . 2 M3 1 .015 -2.017 71.384 2 .011 -1.278 112.705 3 .008 -.632 227.778 4 .004 A 75. -823A N" 5 0 1 0 NC Member RISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loa ASD Eqn. Message ft n 2 M1 .904 0 .039 0 H1-2 t 2 M2 .000 0 .000 o Ft =1 2 M3 .904 1 12 .039 0 H1-2 RiSA 2D Version 5.5 .(CArisa\stretch island fruit(3).t2d] Page 9 Company Tim Covert, P.E., Structural Engineer October 14,2003 Designer 4:24 PM Job Number : 5100 Stretch Island Fruit Chedwd BYE _MemberAlSC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb Cb Cm ksi i 2 M 1 12.133 28.793 31.672 1 .6 2 M2 3.98 28.793 31.672 1 1 .6 2 M3 12.133 28.793 31.672 11 .6 Member NDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Eqn Message R ft No Data to Print... Member NDS Code Details, By Combination LC Member Label Fc' Fr FW FV' IRS CL MCP ksi NO ksf No Data to Print... Member ASD A1S199 Code Checks, By Combination,_ LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft ft No Data to Print... Member ASD AiSI 99 Code Details, By Combination LC Member Label Pn Tn Mn Cb Cm k k k-ft No Data to Print... Plate/Shell Princlpat Stresses, By Combination_ LC Plate Label Sigmal Sigma2 Tau Max Ang0e Von Mises ki i No Data to Print... Plate/Shell Forces, By Combination LC Plate Label Fx Fy Fxy Wft Wft No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k k No Data to Print... RSA/Frequencies No Response SpectiWIFrequen ... Mode Shapes Joint Label X Translation Y Rotation No Mode Shape Results Available... RISA-2D Version 5.5 IC:\risa\stretch island fruit(3).r2d) Page 10 Company Tim Covert, P.E.,Structural Engineer 40�ctobw 14,2003 Designer. PfA Job Number : 5100 Stretch Island Fruit Chts dod By: Global Steel Code ASD:AISC 9th AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No.of actions for Member Calcs 5 Redesign Sections Yes 12-Delta Analysis Tolerance 10.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's rwmel Coef. Weight Density Yield Stress (ksi) i STL 29000 1 11154 L .3 1 .65 1 .49 1 36 Sections Section Database Material Area SA SA i(90.270) 1(0.180) T/C Label Shape Label OnK (0.1180j (90270) QqA4) (InA411 OnIv SEC1 TU6X6X3 I STL 4.27 1 1.2 1 1.2 23.8 23.8 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Ternpereture A N1 0 0 0 N2 0 12 ,Q N3 44 12 0 N4 44 0 0 Boundary Conditions -- Joint-Label X Translation Y Translation Rotation Win) (Mn) N1 Reaction Reaction I Reaction N4 I Reaction I Reaction Reaction Member Data Shape/ Material Phys End Releaes End Offsets Ineotive Member Label I Joint J Joint Rotate Section set Memo I-End J-End WJ d J•End Code Length M1 N1 N2 ® r SEC1 I STL I Y I I I I 1 12 M2 N2 I N3 I SE 'PIN I PIN 1 44 M3 N3 N4 SEC1 STL Y 12 Steel Design/AIDS Parameters Member Section Length Lb out Lb In L_oomp Cb Sway Label Set le out le In le_bend K out K in CH Cm B out In R ft ft M1 SEC1 I2.1 2.1 0 M2 SEC1 44 2. 1:. T. F 0 M3 SEC1 12 2.1 2.1 0 Wood Material Parameters Wood Set NDS Species ThermWeight Label Database Fb Ft Fv Fo E Poisson's Cost Density NO Mail Mail No Data to Print... Page 11 RISA-2D Version 5.5 [C:\risa\stretch island trait(3).r2dj g Company : Tim Covert, P.E., Structural Engineer 4Od r 14,2003 Designer Job Number : 5100 Stretch Island Fruit �..�.- li'�'Ti. monl��-■ ,,w a IIIIII r Redesign Criteria Section Set Max Depth Min Depth Max Width Min WkIth Max Code CMck ..Mtn Code Chedc in in n No Data to Print... Plate/Shell Elements Plate Label A Joint 8 Joint C Joint D Joint Material Set ThIclums Stress Location Inactive? No Data to Print... Basle Load Case Data BLC No. Basic Load Case Category Category Gravity road Ty"Totab Description Code Description 1 Wind from Right None 1 1 2 Snow+Attic None 2 3 Seismic Zone 3 None 2 Joint Loads/Enforced Displacements, Category:None, BLC 1 : Wind from Right �..�� .��^. �..,�,■.r■-.ram r..�i w Joint Label [Ljoad,[Mjass,or, Direction k Magnitude " Misplacement N3 L X -1.532 Joint Loads/Enforced Displacements, Category:None, BLC 2:Snow+Attic_ Joint Label [Ljoad,[Mjase,or, Direction Magnitude l 0 is la ment " N2 L Y - -16.8 N3 L Y �188 Joint Loads/Enforced Displacements Category None, BLC 3 : Selsmk(Zone 3) Joint Label [Ljoad,[Mjass,or, Direction Magnitude " D i lacement N2 L X -1.55 N3 L X ; . . :. Member Direct Distributed Loads, Category:None, BLC 1 : Wind from Right Member Label Direction Start Magnitude End MaW*ude Start Location End Location M3 X 1 -.148 1 -.148 101 0 Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint It ? 6th Joint 7th Joint Oth Joint Oth Joint1 n No Data to Print D namics Input Number of Modes 3 Load Combination Number 1 -wind+snow+attic Acceleration of Gravity 32.2 ft/sec"2 Conver ence Tolerance 0.001 Conver a Work Vectors No RISA-21)Version 5.5 (Carisalstretch island fruit(3).r2d) Page 12 Company Tim Covert, P.E., Structural Engineer 0�14,2003 Designer 4 Job Number : 5100 Stretch Island Fruit ��- Load Combinations Num DescriptionEnv WS PO 1 wind+snow+attic I I Y I Y 1 1 . 8 1 2 .7 2 seismic+snow Y y T 1 3` .78 2, .7 3 seismic(sway) 1-1 3 1.2 2 .7 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation i in 3 N1 0 0 0 3 N2 -3.103 -.015 3.217e-2 ' 3 N3 -3.103 -.015 3.217e-2 3 N4 0 0 0 Reactions, & Combination LC Joint Label X Force Y Force Moment k k 3 N 1 1.86 13.104 -26.702 3 N4 1.86 13.104 -25:702 3 Totals: 3.72 26.208 3 COG ft : X:2 : 12 Story Drift By Combination LC Story X Direction Number Joint Label Drift %of Ht. On) No Stories Defined... Alternate Shapes -- Section Member S 1 1 Attwnds ShIlM Set Label Replacement Redesign Not Performed... Material Takeoff Material Shape Length WOW STL TU6X6X3 t 68 .988 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment k 3 M 1 1 13.104 -2.142 -25.702 2 13.104 -2.142 1 -19' 77 3 13.104 -2.142 1 -12.851 4 13.104 21.42 5 13.104 -2.142 ( 3 M2 1 0 0 .0 -- 2 0 0 0 3 0 0 0 4 0 0 1 0 RISA-2D Version 5.5 [CArisalstretch island fruit(3).t2d] Page 13 Company Tim Covert, P.E., Structural Engineer October 14,2003 DeSWner 4' P1A Job Number : 5100 Stretch Island Fruit $y: Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment k k k 5 0 0 0 3 M3 1 13.104 -2.142 0 2 13.104 -2.142 6.426 . 3 13.104 -2.142 12.851 4 13.104 1 -2.142 19.277 5 13.104 1 -2.142 25.702 Member Stresses, By Combination LC Member Label Section Axial Shear Bending top BerKilm bot i 3 M 1 1 3.069 -1.142 38.877 -38.877 2 3.069 -1.142 29.158 -29.1 3 3.069 -1.142 19.439 19A39 4 3.069 -1.142 9.719 .9 9 5 3.069 -1.142 1 0 0 3 M2 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 1 0 0 0 3 M3 1 3.069 -1.142 0 0 2 3.069 -1.142 9.719 9:719 3 3.069 -1.142 -19.439 19.439 4 3.069 -1.142 -29.1 .29.158 5 1 3.069 -1.142 -38.877 1 38.877 Member Deflections, BY Combination LC Member Label Section x-Translation y-Translatkm (n)Uy Ratio 3 M1 1 0 0 NC 2 -.004 .269 535.066 3 -.008 .973 148.066 4 -.011 1.966 73.258 5 -.015 3.103 46.399 3 M2 1 -3.103 -:015 NC• 2 -3.103 -.015 NC 3 -3.103 -.015 NC 4 -3.103 ..015 NC 5 -3.103 -.015 NC 3 M3 1 .015 -3.103 46.399 2 .011 -1.966 73.258 3 .008 -.973 148.056 4 .004 -.269 535.066 5 0 0 NC Member AISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASO Eqn. Message ft 3 M1 1.480 0 .060 0 1 1-1 3 M2 .000 0 .000 0 11-1! 3 M3 1.480 12 .060 0 1 1,11-1 RISA-2D Version 5.5 [C:irisalstretch island fruit(3).r2d] Page 14 Company : Tim Covert, P.E.,Structural Engineer October 14,2003 Designer 4:25PM Job Rumber : 5100 Stretch islalnd Fruit - Ci1st1 By: �---" Member AISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb Cb Cm . ksi k I 3 M 1 12.133 28.793 31. 2 1 .6 3 M2 3.98 28.793 31 1 1 .6 3 M3 12.133 28.793 1 31.672 1 1 1 .6 Member NDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loa Eqn Message ft tt No Data to Print... Member NDS Code Details, By Combination LC Member Label Fe Fr Fb' FV IRS CL CP ksi ksi No Data to Print... Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft ft No Data to Print... Member ASD AISl 99 Code Details, By C_adon LC Member Label Pn Tn Mn Cb Cm k k k- i No Data to Print... Plate/Shell Principal Stresses, By Combination LC Plate Label Sigmal S1gma2 Tau Max Arse Von Mises ksi i No Data to Print... Plate/Shell Forces, By Combination LC Plate Label Fx Fy Fxy wn No Data to Print... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force Y Force k k No Data to Print... RSA/Frequencies No Response Spectra/Frequency Results Available... Mode Shapes - Joint Label X Transl TmnsWtlon No Mode Shape Results Available... RISA•21)Version 5.5 (C:\risalstretch Island fruit(3).r2d] Page 15 • 5!D p lo�l��d3 ��'� ^' STRETCH ISLAND FRUIT EXPANSION: FOUNDATION NOTB$ 1. Provide corner bars 44 x 24" 24") at each continuous Bar at all corners and intersections, typical. 2 . Materials: Concrete 3000 psi at 28 days 3500 psi at Exterior slabs-on-grade. Slump (ftg) 3" to 5" Slump (slab) 2" to 4" Portland Cement C-150 5-1/2 sacks per cubic yard Aggregates per C-33 3/4" maximum aggregate size Water per C-94 Concrete Temperature 50-90 F Air Entrained 5-7* Note: The concrete supplier shall assume full responsibility For the mix design and the overall performance of the Concrete. Rebar ASTM A615 Grade 40 Lap splice 40 diameters minimum. Steel ASTM A307 (Bolts) 3 . All footings to be founded on firm, original subgrade. FOOTING SScHEDULE: Capacities based on 1500 psf w/ increases. AO 280 diameter x 7 ' -6" deep 16,478 lbs. augured concrete footing. B� 281, diameter x 61 -3" deep 14, 873 lbs. augured concrete footing. Note: Concrete is poured into augured holes. No 'forming ( no "sonotubes" e.g. ) . 938fPC o� c o=twX UP. DA 51 St l0- 1 W �D�8 2210 a , CM = 17.1 EAfi�'f iQU iwo 935 E WAFE SOIL, Btu. PRESSuR-f-= cy4scr- . P Ok0.x. = 1�.� 800 934.8 PsF 38Z57 Ps-F. c 57+6 Pr - No tr f 6� 600 392s Psi _ *.3R. = 2B �r 3o '`c� ok - �, (28) = 33q 2 q Psi, Ctso��C l+C�•33)!•��+ C�jG2o�) = 37 0O - brq to cov wo ,, v 9351P w v�� G OBf� y n P. QA r DESIGN EMPLOYING UBC CHAPTER 18 LATERAL BEARING FORCE = 1550 LBS. HEIGHT = 12 .5 FT. ABOVE GRADE, MAX SOIL BEARING PRESSURE = 300 PSF/FT. FOOTING DIAMETER = 2 FT. POLE/FOOTING IS NON-CONSTRAINED AT GRADE / MINIMUM DEPTH INTO GRADE REQUIRED = 7.25 FTC' DESIGN EMPLOYING UBC CHAPTER 18 14AT$RAL BEARING FORCE = 2210 LBS. HEIGHT = 8 . 09 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF/FT. FOOTING DIAMETER = 2 FT. POLE/FOOTING IS NON-CONSTRAINED AT GRADE . / � - MINIMUM DEPTH INTO GRADE REQUIRED = 7 .75 FT.v DESIGN EMPLOYING UBC CHAPTER 18 LATERAL BEARING FORCE = 1550 LBS. HEIGHT 12 .5 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF/FT. FOOTING DIAMETER = 2 .3333 FT. POLE/FOOTING IS NON-CONSTRAINED AT GRADE CO v . INIMUM DEPTH-INTO-GRADE REQUIRED = 7 FT. �►� a==ssssasaaaass=aaasa=a= Ot WASyI •l At.' �o►�e�s• s~��.� 6100 Sl 14--1 T Foo-n Q!� OETAK. • sweL- I ' ` II r - 1 • "os • _I o� 'TUBS. r 1 (wt Nk-M II T* X10 s) 1,01,101, i 14" 14" OVA WAY. P (Mux. s (/A,600 /�f� .��o# < 4-3 Oo .6100 S t F FOo-[7 li ci- ?Sb�CGx3X " Sr, r't w Go WMl..t. I � I 1 Ii 1 I II I 1 ' I , • is aue_ u,�,���. v • I I ST' u WT* 14-u ve o 8 ICY. � Q it v p moopp q^ a r► P (Max. (�000 43 00 M id flL'i' goo DESIGN EMPLOYING UBC CHAPTER 18 LATERAL BEARING FORCE = 1209 LBS. -78% e-f- MOM- HEIGHT = 12 .5 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF/FT. FOOTING DIAMETER = 2 .333333 FT. POLE/FOOTING IS NON-CONSTRAINED AT GRADE / MINIMUM DEPTH INTO GRADE REQUIRED = 6.25 FT. V cov +� °s 176 Ilt Lai Sul pp 10 — 1000, •O eo tir • � L too ) •, I 1 x v �' � E • la kL L �Yo y� •'� .Qp .o s ° e � Hj m 1. t+ ICAA -(k4 .. W cfl � Q fi 1-tzV 1 .0 O S1 F f o r� 2x 'DF-L* y SOUTS P•T 2x� a48' . Ole . 2 W- sit, 43 @ !a ao(G V4- A4-C (A, A17// Z( 77 7 ZA vMO. v VE �S(Z�fEI.. • • 3pcut,oF o�i 8 AUCwUCCC u ll�t�s . C SYOO to - l �. � � E Sal- Get�.���•t SECTt o►� t ' AQ., ActovA'V> t i • ' �. 1 • , AuCu I I i ZgM i OVA Wes. t I I Gloos (0-6 - ll�l 10711 M %a htOu G COL14zeTe VCV074q. w TS to)c /fib • COO , s.fts eo4c x PerAIL, / /o0 ZS K Aru 4 e4O,- Pr4. ar l � 1 I FOO9 °t,)s Ts(vY. x3/rL SIL.TUS6 C^L. V 4 w, pp L W(n cn wuj ww TSGXb x3ALo � STi..,-ttitt3� CO W A4 4. O O O to_ C f N Q it N n N I I ' I I 4- I-- -- F of CAwM." Me/eD46 OP AAS Lo � a 8 r r I ' • ` � rr`ti i �PRE ,�� ►j WA j, 9381 PE MOON Codf� «„�.�� � �wxAt. ° CI�I�M• , UP. DATE. � (- ' »r 00 QF (0 — (S — wa rw tc C6�R--ts) : IkR x (� = (12-2 rSC-X2) = zfe• q, f (L, : t3 o MOP-TO jx b cwto s L 24 0( -pp- LL#2 (-tPICA4-) Ts6xG TUBE txx✓ � ���� cam. coLu M -its v � scr4 s • t ,JJs j*� t4 " 0 H ?acL �ttLT 2 BEAM SPAN = 10. 67 FT. TYPICAL GIRT W LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 24 .4 PLF. LOAD CASE: 1 u(Ad (80 I �> SAWN BEAM USED: FB= 1000 PSI. FV= 95 PSI. FC PERP = 625 PSI. E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 108 M = 347 D = 4 .45 /Ix REACTION (LEFT) = 130 .174 LBS. BEARING AREA REQ'D = .2082784 IN2 . REACTION (RIGHT) = 130.174 LBS. BEARING AREA REQ'D = .2082784 IN2 . SX = 4 .164 IN3 . AV (MIN) = 1.705263 IN2 . � t1 MINIMUM BEAM SIZE = 1.5 X 5 .5 � ((� i! 01c.) MAX. DEFLECTION = .2139745 INCHES = L/ 598 .3893 A(PROVIDED) = 8 .25 IN2 . SX (PROVIDED) = 7.5625 IN3 . D.F. = 1. 090552 �.� IX(PROVIDED) = 20 .79688 IN4 . fb = 550 . 6116 psi. ov w� � (, AU--3 BEAM SPAN = 10. 67 FT. TYPICAL GIRT (OWN WEIGHT) nSA6�y cl LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 2 PLF. LOAD CASE: 1 SAWN BEAM USED: FB= 1000 PSI. FV= 95 PSI . FC PERP = 625 PSI . E= 1600000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 8 . 899999 M = 28 .5 D = .36454 /Ix REACTION (LEFT) = 10.67 LBS. BEARING AREA REQ'D = .017072 IN2 . REACTION (RIGHT) = 10. 67 LBS. BEARING AREA REQ'D = .017072 IN2 . SX = . 342 IN3 . AV (MIN) = . 1405263 IN2 . MINIMUM BEAM SIZE = 5 .5 X 1.5 (U(p a FUW) MAX. DEFLECTION = i.23566 INCHES = L/ 5.43 .32 ✓ �• A(PROVIDED) = 8 .2 5 2 . SX (PROVIDED) = 2 . 0625 IN3 . D.F. = 1.259921 IX(PROVIDED) = 1.546875 IN4 . fb = 165 .8182 psi.( COY' WA w ;r v `*Gig,;.,,• �. � �O -AL �� ao -4- C,ot,�►Jl'1rS SIEG'Tl o a �CSZf�-Ts� I I I �L i V(b�� Gowlti&l C,oWl4�.S � I . I � ' erect- PG. I I ' I I • I I I I I SL.Pc� I I -CnP cF� SLPO I I PT 2X G (FAR-1 I I Pam• ; 5100 Co - A ,c.-5 SPEGtA-L, Ceti-i jea._O po L CNaP-T* E 4?) i TS f�X h x /tb STI.'tV�E CAI. 2 G s�rMPro�( "LG[Ll,[S2G," P.T. U 4. Foxz FLATC 2�tb PTr arm. L* 2 "tW. r I _ 00 0 - SpecAl. 17�� u Y STEEL PLAO E a �1� CL4K '' O ¢ a1G Cft3/l(b x+xs) Jo El Ts L x 6 x3itL l . � 1 9KIe-TlAf /Op P /0 WA FLAkA oETA-tL 2x6 &(e—w @ 1DF- L 2 N N N H�L W W W W LW w0��, 1 = L 2 to of to 000 u�oo N -N C I \/ f N N N c(M•pv0JO ' c � P.T. taco fOr *m wxc/ CSfi�e9�erc�� TS6 x6 x3&6 Z 6 coW" c 9381 PE OiLsoom At.� M C t�v�► Ens —� UP. OATS: 1Z1� 1 ,.L island �nrti-�' R Mo,� De I r(Ls : sEC LAT- Z 8d CPA � 6"motes 4xG � t . W oo - ,MtCU �- w �j ES ( LKttiS� l - (0 0 oaPtt� if ClD � u�U644 ev 24' s(e, -�nt,TS A A t,ES I L wts��4c 3 3 co i 7 K _ fps: S/lI S-fr to -1 - RID - fA . ZSland �r�i-f- R ocYr- CQLU M AA De-n 4 is : o Coo sE"et-, Z. 0990 J "w000 pL-�Woo�. (pd GoM• � l2 G Z 2X` f�tR.TS C Z4"slG. M njjzu, � I t lDLTS � Chs.�owa 3 cc � I I4 f YWDOO i A g-s: L 6x4x Vl (v►so� co 3 3 (Goumij) " �'IooZ toy tGAct. �S u K..h �bS11SEGT�o W poD 'L'R isles /2 F�)(Woofl COY s� CIF) L 13�N�j 1 �c.t, 'ay 5IMPS0M • l P. T� I ( j�dl•'TS. � ,i (-rb P _.. _. . Lfvx+x V _ j I II • IV f , - GH�GK.�. GN►��LTt.o�s Mkt orrt use 8'¢00 35l 10 p " " = xZ 40� Lb x 4 8 . /*fit t.�. . . (A W.) 1708 27 gSi 03+ ' 3 6 X.034 CAPAG-rY = C2l Ksi��¢x`") ZS �c?�) co ok �. G 4 b�fA R Dfl LO F WOLO CPN74e) F400 Jrr I.46v-) 4- v t � l T c 0 0 17 � 4 is WY s S/d D r q-. 'TfffL 4- 9 0 L-Ts 6QTA4 CA nnO = tSSU # (Z) s/e " Qo ITS I�(Z t L- tc*.,Kcxs (I I Nam) 12 (,Jolt CAde, 2. = 2 2.6 2 �. f CZ�S��'Gosz) •itg .es� x+13 — 657 lao . x(+) RouTs lb-z/cL, 24'o¢f > 7 I m 4� LLXFWA: Sly 4 ( ; o UpL r-T (W,1�4 D so h?14 Exp. B) +I4-f L UMPT (fir MIr T T—or fg4t'�� 7.7 `y Psi � f PP. u b � cs Jill (45) {axc zit"•te-) (/2" PLYWOO10 t.5 Psp 314-`` pLY Woo-O 2. 3 ' PC*. G�u�4 JrC. � ��j 2.2 psi . D�CM��� = 10.5 Psi. o� • , M -raT)NL, of L4Pr PCIL L. Pr. = 535 P Cr- Ar +73 Pt�- �. . 4 . . 6100 1 Sl f_ ROOF CDW M AJ WA(1, G C'Nowm hf ) 4510 12- h -'15 Vol, Ili-------� II�-- - ---� I�i lul QY) 14OTe: STEEL 'WES Gawtt#ts tZ%)PJ co W c 44 bOki E: /2 'PLYWOO- RAu SC.CZ.zws: i I lIZ4SS TO � I ol 1 I SIM Pso A �Lu SZ 4 I i §Ei I i i , L,bx+x3/6 X 0� i�2, I � I 'TS6xG x3/c� -G.BS'CpLjjt l. _ c sir �w� (D Put(i o o O) l GASLe Sec-notl lose . GoLUA IJ CT°p < gr °m , I ct�t�-cos W( 3) II I Wooer 23-4 4 col wrs I ?RLts'S AM Cs�Mpso� I I tad CAA Watcs 3/e f'` pLYWOOO. I I "LNSZGa i II � • I 1'� (ftw..jo=) sec r--2 ( I Fs C�, n� CO I , WA STEEL 43E�4424#J4 AW JZ 416y,zif.-Mee CoLull0j. ins ' I : , ♦ , . Sir= lollb /0:3 R,onp ST p • 8d Gari � �0 a(G eAa+ UP-S6' yz" m-ew000 70 STEP V ES'. 8� CA A4. b 0(4. %2"pLYw1 boo. 'T`tt c Gore, k QrT�T1 G�� 114 FL%PIDOD FIT l F S ' IDA, Gem. @b'"a��, 61lP. GJAU-SOA" oywco s I (Fa) imam-