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DashNumberEnd i TC�l L� _ 2, o Ci 'ly OF -- I A^proved. TdG �D 6x fsri N br ` y I Condi ; � •• ..... . ... , ' dor ��onally APpro�-ed. • .. . . ...........j ,: pE�Mly the Work as ��,r b.. ... . . . .....[ IT NO. ed in: - I SeQ Letter - -7 0? I - -- - to: Fo►lo --. _ Job A AtIaot�... .. . .... • ...[ 1: By- _pate. I r � I ' J 1 CONTRACT NAME: rfi W_ ST. al g ,a 35 5.W r5 LA WNrAcr wrm� - -- - --- - --- PART- IA�_ -LiaJI< F> �- AN ZINC NCVU FI RE 5Y'5TEM5 WE5T 5f��:lNI _.R: , U51=D Gm 5.r~ mminMr Avg #3(N) SY�A. 'ripe FA?G 5& - " —TRIP. MNt5h CAlJtrY Cal T M. (3G" b"99-E}JOF N9 _- _ _ - - -- -- — - S p s s c,� U �, ,�2- t�s i +� , ^ 4- DC5"CK _ DAM goo — a__ I V G NOTICE: IF THE PRINT OR TYPE ON ANY tll lil ► II III I ! Illi ( I ! t I ! I III III III ILT ."Ill I ! I I �T � �T I ! I I ! I I ! I 1 I I ! I Ifl � l ! I I ! f ' Ill 1 ! I I ! I I I I ! I III IIf r� IIi_ r.11 111 fgfl-Tl- f1IIIli � i1 i I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 I 6 _ _ ! 11 . IT IS DUE TO THE QUALITY OF THE _ — - No-36 ORIGINAL DOCUMENT 1 - lIIIIIIIIIcI;IITIiI� IIfiIITII!III�IITII^IIIIZIIT(ILIII!IlIl llll8lll� ll.l1L rl MilwiLllllF,111111111i E 6Z 6 T 91 1111 lti11 � i1iii1iiliili<<I11 Iml l �l «liiiili� illluO!iZi<<! !! 111111111 I V I MAY AWNING AND PATIO CO. 5220 NE Columbia Blvd _ Portland, OR 91218 I I . M��NM•r.ie...rw.w.I...rr.l..,war w..:....rr..r�+J ML♦•ar..+Mr.i.1Yu.�aw�w.mr:M�uM..r•i+.,ww....�.w..s..YwM.w....r-,..^r.�..M __ _ . `w.. ..,w.++........�. w......w....4wa•r.�r.r.�.,,r.,.,,..n,.r.glr�• a r z)TA 1- 10 M "I I M1 1 4 � / I F �I { '.�'►»fir+✓✓� 1 . .�••.�.�.Iu.- — - .....r....-..-w...,...w..n�..r...w....J +ui��e�+.rW�.au.wo..,:i�W�orw/rrYa.rn-......,..-,.ua.+.�.,,arra..... .. ...._... 1 d I I Ca G_ cc 00 M m 7o IV,0 yc � o -a x- r-- Oz o ._.v_.....Y�. 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Illi L��ll�. � lli 1��ullllf1�11 a � co Lon C 2 2 D i i i 8935 SW BURNHAM ST CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Blvd.,llgard,PA 97223 (503)6394171 PERMIT #. . . . . . . : PLM97--0255 DATE ISSUED: 10/P0/97 PARCEL.: OS 102AD-01.900 ITL ADDIRESS. . . : 58935 SW BURNHAM, ST SUBDIVISION. . . . : ZONING: CBD BLOCK,. . . . . . . . . . . LOT. . . . . . . , . . . . . . JURISDICTION: TIG ------------------------------------- ---------------------------------------------- CLASS OF WORK. . :AL.T GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVN-RS. . : 0 OCCUPANCY GRP. . :B F=LOOR DRAINS. . . . . . : 1 TRnPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WA iER HEATERS. . . . . : 0 CATCH 'nSINS. . . . . . . : 0 F I XTIJRES------------- - LAUNDRY TRAYS. . . . . : 0 SF RA.N DRAINS. . . . . : 0 SINKS. . . . . . . . . . 1 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0 !_AVATORIES. . . . : 0 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . : 0 SEWER LINE (ft ) . . . : 100 WATER CLOSETS. : 1 WATER LINE (ft ) . . . : 49 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks : TVF&R Station 221 Owner: --------._._.._.__..______.-- FEES- -----_---_-_--__ TUALATIN VALLEY FIRE & RESCUE type amoi.:nt by date recpk 120665 SW BLANTON STREET PRMT $ 57. 00 JSD 1E,/20/97 97-300184 ALOHA OR 97007 SPOT f 2. 85 JSD ' 'A/20/97 97--300184 Phone #, Cont Tact or---------------------------._.----- 4M MECHANICAL_ INC 13025 SE ORIENT DR #51 BORING OR 97009 -•------ ----_•--.---_.___________._._--__-•-_ Phone #: f 59. 85 TOTAL Reg #. . : 001090 --------• REOU I RED INSPECTIONS ----- This permit is issued subject to the regulations contained in the Sewer Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other ROIAgh-in Insp applicable laws. All Mork will be dune in accordance with PL.M/Un d e r f I o o r approved plans. This permit will expire if work is net started Top-ot.tt Insp within 181 days of iss,.ance, or if work is susp.nded for more Final Inspection than 181 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-1111-8111 through OAR 952-1111- U. You may obtain copies of these rules or direct questions to OINC by calling —_ (503)246-1987. f =s1-ied By ;/' "'ermi t .e Signat Lit, e : + ++*+++++++++++++++++ ++++++i+++++++*+++++++++++++++t++++++++++++++++++•1+++++ Call 639-4175 by 7:00 p. m. for- an inspection needed the next business day ++++++++++++f•++++++++++f•+++4 +++++++++++++++T++++4.++++++++++++++++++++++++++i-++ CITY OF TIGARD Plumbing Application Rec'dBy 13125 SW HALL BLVD. Commercial and Residential Date Recd /o TIGARD, OR 97223 Date to P.E. Dato to UST (503) 639-4171 _OG Permit* Print or Type Related SWR* `n M 44 (�to6Incomplete or illegible applications will not be accepted called 10 - ? �Ss�h., Name of Development/Project On back Indicate Work Performed by fixture. Jc', 4 e. FIXTURES pndlvldual) QTY PRICE AMT Address Street Address Suite Sink / 9.00 W Lavatory 1 9.00 Bid * �Ity/State ZiP Tub or Tub/Shower Comb. 9.00 � O C Name Shower Only 9.00 Wsler Closet 9.00 Owner Mailing est+ " j Suite Dishwasher 9.00 ' Garbage Disposal 9.00 ity/State Zip Phone Washing Machine 9.00 Name Floor Drain 2" 1 9.00 _ 3" 9.00 Occupant Mailing Address Suite t4- 9.00 CltylState Zip Phone Water Heater O conversion O like kind 9.00 Laundry Room Tray 9.00 Name Urinal 9.00 Other Fixtures(Specify) 9.00 Contractor Mallin Address Suite 9.00 73 DdLAWI&f4 Prior to permit City/State Z10 Phone 9.00 issuance,a copy < : Q 7 - ,, 5 S c 9.00 of all licenses are Oregon C nat.Cont.Board Llc.* Exp.Pate 9.00 required if j 12 3 /l Sewer-let 100' j 30.00 expired In COT Plumbing Lic.* E .Date database Chi Sewer-each additional 100' 25.00 Name Water Service-1st 100' 30.00 Architect Water Service-each additional 200' 25.00 Or Mailing Address Suite Storm&Rain Drain-1st 100' 30.00 Storm 6 Rein Drain-each additional 100' 25.00 Engineer city/State Zip Phone Mobile Home Space 25.00 Commercial Back Flow Prevention Device or Anti- 25.00 Describe work New Q Addition O Alteration O Nepair O Pollutlon Device rto be done: Residential O Non-residentlal O Residential Backflow Prevention Device' 15.00 Addi-ional description of work: Any Trap or Waste Not Connected to a Fixture 9.00 Catch Basin 900 Insp.of Existing Plumb.ng 40.00 perthr Existing use of Specially Requested Inspections 40.00 budding or property per/hr Rain Drain,single family dwelling 30.00 Propo-ed use of Grease Traps 1.00 budding or property QUANTITY TOTAL I hereby acknowledge that I;nave read this app9catio^ that the information Isometric or near diagram is required if OuantN Total is >9 given is correct,that I am the owner or authorized agent of the owner,and 'SUBTOTAL that plans submitted are in compliance with Oregon Stale Laws. Si nature Ow /Agent Date - �. � �� .� , 5/.SURCHARGE Contact Person Name w . Phone PLAN REVIEW 251,+e OF SUBTOTAL z.� Requited onlyA fixture .total is>9 C��. (j.,'V �'�^ Q �, �� TOTAL *Minimum permit fee is S25+5%surcharge.except Residential Bac flow Prevention DevlcP,which is$15+5%surcharge ty !n.• I\ IWVITADp Ork'Sr97 l PLEASE COMP T Fixture Type Quantity by 'cork Performed Capped/ Remoe ed Moved Replaced Sink _ Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher Garbage Disposal WP,ning Machine Floor Drain 2" 3" 411 Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: I ld.ls\oimepp doc Sl97 r Accumulative Sewer Tally � ,j/7 r7" , G�C�/6 Tenant Name This SWR# _ Address — ',r,/ �� .-, �.��,_ This PLM#:_pct 1 lxture Value Previous Previous Credits Capped Fixtures Fixtures New total New # V.,ue Capped off value added# added #s total _ Count off#s count value values Baptistry/Font 4 Bath - Tub/Shower _ 4 - Jacuzzi/Whirlpool 4 Car Wash- Each Stall 6 - Drive Through 16 _ Cuspidor/Water Aspirator 1 _ Dishwasher- Commercial 4 — _ - Domestic 2 _ Drinking Fountain 1 Eye Wash 1 _ _Floor Drain/sink-2 inch 2 3 inch 5 4 inch 6 _ Car Wash Dm 6 Garbage Disposal 16 Domestic(to 3/4 HP) Commercial(to 5 HP) 32 Industrial(over 5 HP) 48 Ice Machine/Refrigerator Drains _ 1 Oil Sep(Gas Station) 6 Rec. Vehicle Dump Station 16 Shower-Gang(Per Head) 1 _ - Stall 2 Sink - Bar/Lavatory 2 >� Bradley ——_ 5 Commercial 3 Service _ 3 - Swimm_ing Pool Filter _ 1 _Washer-Clothes 0 _Water Extractor _6 _Water Closet-Toilet 6 C---I Urinal -- 6 TOTALS C Total fixture values _divided by 16 rL, EDU HISTORY PLMEDU# SWR#__ .7-ons PLM# EDU# `.SWR# _P_LM# EDU#1vz -i SWR# PLM# _ EDU# _ SWR# PLM# EDU#_ _ _SWR# PLM# EDU# SWR# _ PLM# EnU# SWR# _ PLM# EDU# SWR# i\dsts\swrtaly doc ��— CITY OF TIGARD DEVELOPMENT Sf /I 3/97 13125 SW Hall Blvd.,Tigard,OR 9 t ," /j3/97 PARCEL: 29182AD-01988 SITE ADDRESS...: 88935 SW BURNHAM ST SUBDIVISION....: ZONING: CBD BLOM..........: LOT.............: JURISDICTION: TIG CLASS OF MIN...-ADD PAVING?.........: N RESO. NO.: TYPE OF USE....:CON GRADING?........: N VALUE...1: 6788 E%CV VOLUME: a cy LANDSCAPING?....: Y FILL VOLUME: 8 cy SITE PREP?......: Y PC FILL?......: N STORM DRAINS?...: Y SOILS RPT REOD?: N IMPERV SURFACE: 1368 sf Remarks: Site Mork a,id grading permit for addition (if 225 sq. ft. Owner: ------•-----------------------------------------•------ FEES ---------- -- — --- TUALATIN VALLEY FIRE & RESCUE type amoLint by date recpt 0665 SW BLANTON PLCK $ 0. 00 JH 05/02/97 97-294040 ALOHA OR 97007 PRMT $ 0. 00 B 05/02/97 97-294040 SPCT $ 0. 00 JH 05/02/97 97-:94040 Phone #: F'RMT f 62. 50 PLCK $ 40. 63 Contractor. f 3. 13 ROBERT ZINK COMMERCIAL CONTRACTORS ='01 WEST 4TH VANCOUVER WA '38666 ------------------------------------------- Phone #: 360-693-7614 f 106. 26 TOTAL. Reg #. . : 010592 ------- REQUIRED INSPECTIONS - --This permit is issued subject to the regulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All work will be done in accordance with Fill Inspection approved plans. This permit will expire if work is not started Grading Insp within 188 days of issuance, or if work is suspended far more Stan Drain Insp than 188 days. ATTF'i1UN: Oregon law requires you to follow rules Reinforced concr adopted by the Oregon Utility Notification Center. Thate rules are StrUctUral mason set forth iia OAR 952-881-8818 through OAR 952-881-8888. Yeur may Engineered gradi obtain copies or these rules or direct questions to OUNC bu calling Final Inspection _ (583)246-9187. ss1-ted bv :` I I `' �4_!I.i /.� _ Permittee Signati_rre :i �' 4++.++++++++++++++i-++++++++++++++++++++++++++++++++++++++++++++++++++++++++++1+f+ Call 639-4175 by 6:00 p. m. for an inspection needed the next bi_isiness day + ++; +, L+++++++++++++++++++++++t+++++++++++++++++.*++++++++++-F+++++++++++++++4++ CITY OF TIGARD Site Permit A lic�ation plan Check # � PP ReCdBy 13125 SW HALL BLVD. Private Grading, Paving, Site Accessibility Date Recd cis TIGARO, OR 97223 Retaining Structures, Utilities and Related Work Date to P E. (503) 639-4171 x304 Date to DST ?. f / 1( � Called I,) Print or Type Incomplete or illegible applications will not be accepted Project Name j Utilities(Complete all that apply) Job i7-1 Re, U A�-d,,L Address Address Storm Sewer _ � 3 7 S-Le 46�i2,11 il/Fin /q Linear Ft. Name ' _ Sanitary Sewer -Mae Flit 'i etsc,I Linear F- Owner Mailing Address / Fresh Water . N 4 q Linear Ft. City State Zip Ph ne Catch Basins P07 ^-f3S'7�� Name Clean Outs General r Contractor Mailing Address Describe work to be done: (Pnor toNewC] Addition(�Alteration C] Repairci issuance uane i applicant muat CitylState Zip Phone Additional Description of Work: omwas all n aiicontracton State Const. Cont. Board Lic. # Exp. Date ra �Jt�� ( :cense ( — ,Monnahon in COT Business Tax or Metro# Exp. Date (�� Access// COT aataoasel �1�(ESS a �pt� JTfC�X�fy� Name Project s ('-K - n 1`t t M Valuation 6 7001 Architect Mailing Address Plan Submittal: (3)sets containing each of the Z ' 4c,U following,must accompany this application: City/St to Zip rPhone Site plan with Vicinity Map Parking ,including i Z {' Showing ADA complier ce I Xl 40A)a Lighting Plan Name GraVi Plan and details Landscaping Plan `�. _ngineer I Mailing address Erosion Control Plan and // Retainin Structures de!ads A Y ,nduding calculations CitpState Lip Phone S to Ulilrty Plan and details Sods Report (showing connection to I td required) aoprcved system zxcavaticn Volume hereey acknowledge'hat I nave read this application.that.I,e (Scils report required for>5.000 cu. Yards / nformation given is correct.that I am the owner or authorized cu. yds. agent of• cwner. and that Flans submired are in compliance Nd regon tate laws I volumei I gn rlAgen Date =,;ds rencrt required for>5.000 cu Yds) n / CJ cu. Vds I! the fill support a struc!ure tact Ftgrson Name I Phone E-gineer requirec if an-suers yes) I YESCI NOA i =etaining structure?(check one) r-RocK I FOR OFFICE USE ONLY CML' Notes: r7Concete Other Ictal new moervieus area ncFL�a-i`ng all Land Use Case # Ma1TL# 'uildin s. sicewalks and paving I/ .3u�3 Sq F! �u '1 n; dsts.siteanp doc p 24 TrY" I IC4/ V W l Permit # Account Descnotton Amount Amt. Pd. Bal, Due Build. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) ELC/ELR Permit (ELPRMT) State Tax (TAX) Bldg: Plumb.- Mech: lumb:Mech: ELC/ELR: Plan Check Build: (BUPPLN) Plumb: (PLMPLN) Mech: (MECPLN) CDC Review (LANDUS) _ Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKr6DC) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Mass Transit TIF (TIF-(WT) Water Quality (WQUAL) Water Quantity (WQUANT) /[-'b (I-e Erosion Control Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) Fire Life Safety (FLS) TOTALS: 9 T ��,b CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0597 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 09/0 /97 PARCEL: 2S102AD-01900 SITE.: ADDRESS. . . :08935 SW BURNHAM ST SUBDIVISION. . . . : ZONING:CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION: TIG Fero j ect Description , Add two (2) branch circuits to existing commercial building. --- ---RESIDENTIAL UNIT---- ----TEMP SRVs,/FEEDEPS---- -----MISCELLANEOUS----- 1.000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 t_IMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 - --SERVICE/FEEDER---- ----BRANCH CIRCUITS----- ---ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 E4 ADD' L BRNCH CIRC: 1 IN PLANT. . . . .. . . . . . . : 0 601 - 1000 amp. . . . . : 0 ------------------ -PLAN REVIEW SECTION---------------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ------------------------------------------------------ FEES ----------------- TUAL.ATIN VALLEY FIRE R RESCUE type amount by date recpt 20665 SW BLANTON STREET PRMT t 40. 00 GEO 09/02/97 97 -298838 ALOHA OR 97007 5PCT $ 2. 00 GEO 09/02/97 97•-298838 Phone #: Contractor: -------------------------•------ ------------------------------------- ADVANCED ELECTRICAL TECH t 42. 00 TOTAL 15909 NE NOBLE ST ---- --- REQUIRED INSPECTIONS ----- VANCOUVER WA 98682 Ceiling Cover Underground Cove Phone #: 360- Well Cnver Elect' 1 Service Reg #. . : 122626 lh)s permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 186 days of issuance, or if work is suspended for more than 188 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-01-016 through OAR 952- 61-1987. You may obtain a copy of these rules or direct questions to OX by callin )246--1987. Permittee Signatk_:re : _ IssI_:ed By : a, ,14-2 INSTALLATION ONLY__.-----------------.______------.-___-- The installation is being made on property I own which is not intended for tiale, lease, or rent. OWNER' S SIGNATURE: _ _—_ DATE: INSTALLPTION ONLY---____-----_-_----------___-._ _ SIGNATURE OF SUPIR. EI EC' N: _ �%"�J _ — DATE: 17— LICENSE NO: � +++++-f++++++++++++-+++++4+++4........f++J ++++++++++++++.-++++++i-+++++++-++++++++++ Call 639-4175 by 6:00 p. m. fnr an inspection needed the next. bi-isiness day +++}+++++++++++++++++++++++++++++++-F+i•+++it++++.4-+++++++++++++++++++++-F+++++-;++++ CITY OF TIGARD Electrical Permit Application Ilan Che*" Rao of By- 13125 SW HALL BLVD. Date Rec'd� TIGARD OR 97223 Date to P.E. Phone(603)1539-4171.x304Data to DST Inspection (503) 639-4175 Print or Type permit*►_ _ -`o Fax(503)684-7297 Incomplete or illegible will not bo accepted Called 1. Job Address: ® g- CoirnoQw Flee Schedule Below: Name of Development Number of Inspections par permit auuwod Narpe,(or name f buxinsss)2 �^"Oe urged: Rema Cost Sum f /e-e-- ll N q u e_ Addressgheaitirrrtlal-per unit \ 1000 sq.IL or less $110.00 • City/State/rp ��'�A_ " - � '�Soo sq,ft.or son dierplit 00 1 Commercia0 / -� R sidenflal lrT_�f1�? L:nt.dFneW $26 on - -- MO Xr. �o ��1�1, i T Uhl/� ?7 d Z-z y Each manurd Horne or Modular r eve"� ,A L Dwalirq Swvbm or Feeder $*18.00 __ 2 2a�onr ctor inataonly: 4b.Seevices or Feeders (Attach copy of all t il09naes) ) lnetaijilm affetabon,or relocation Electrical Contractor �'� s- 200 amps or leas 680.00 -- 2 Address 11 201 ere"to 400 amps -- $80.00 2 City Zip - 00, 401 amps to loo emus 6130.00 `_ 2 Phone No. 601 ror"pe Iwo to 1000 smp , $180.00 2 a Over 1000 amps or votes ._ 640.00 2 Job No. R.00rewd orgy $50.00 ___.- ? clear.Cont. IJce. N p.Date on State CCB Reg.No¢�L? r Exp.Dete 4e-Tonperary services of Feeders COT Business Tax or Metro No. Exp•Date __. Insumatiom aaaratlon•or relocation 700 WINK or lass $5o.cr0 2 101 amps to 4on amps Sit•oQ _ 2 Signature of Supr Flec' 401 ansa$to coo amps t1(ki.00 - 2 over 000 arnr to lobo vohy, UcenseE Date sae fir'above. __mPhone No._ � _• —• 4t1 Brsrrtb CirOtllts New,suratlon or extension per panel 2b. For owner installations: a)The we ler branch olrruits with pwvft r of servfw or Print Owner's Namv — _- nth cnel,it _ Farm branch __^ 6ti.00 z Address----- __ — b)The fee for branch circuits State_ Tap.---. - wfthmlpurchaseof Phone No.- - -- semvto or feedrr he. 2 Feat branch circuit 635.00 1118 Installation is Geinq made on property I own which is not Each w idionel branch cirwn+ $9.00 2 intended for sale, lease or rent. 4e.MI$Wh t mus (.Sinha or feeder nit inoli.Kfe9) O.Ynpr's Signature_- �_�- Each pump a irrhetatlon circle 640.00 2 __� Emrn�rx mittine lighting 2 Signal aAt(a)or ed energy 3. Plan Review section (it required) panel1,.alteration o or extension $40.002 Minor labels(10) $100.00 Please check approprists item and enter fee In section 59. 4 or more resider tal units In one sthvdure 4f.lath additional Inspection over Sewce and fsader 225 amps or more the ollohsahM in any of the above $39.00 _systom Meet fm volts nominal Par Inspection $69.00 Cloami led area or structuhe oontalning special occuparx:Y Per hour ^-- $55.00 �-- as descilbod In N.E.C.Chapter 5 In Plant —. 'Submit 2 sets of plena with sprlication where any of the above appy. 5• Fees: Not required for temporary eon etruc ion services. 5a•Enter tote)of above fees $ 5%Surcharg9(.05 X total iseei $ NOTICE 8ubotsl tib.Enter 23%of line 5a for 6 PERMITS SFCOMF VOIn IF WORK OR CONS f AUCTION AUTHORIZED IS Plan Review M reeulr�+d(Sae.3) s NOT COMMENCED WITHIN 180 DAYS,OR II-CONSTRUCTION OR WORK Subfofal IS SIISPENDFD OR ABANDONED FOR A PERIOD OF 180 UAYS AT ANY C1 Tnisi Amount I IML AFTER WORK iS COMMIFNCF..D. TTOWbalance flue S �0ril allVDI.I 30 ALIQ 090T 902 £0S XV3 90130 Now L6 9Z 90 RECEIVED SEP 0 � iy97 COMMUNITY UNIFIED SEWERAGE AGENCY OF WASH INGTTON CGUNTY FIXMME UNIT HTINGS TOTAL TOTAL FIXTURE VALUE NUMBER NUMBER BAPTISTRY/FONT 4 BATH — TUB/SHOWER 4 — J ACUZ/WHPL 4 CUSPIDOR/WATER ASP 1 D 1 ScHWASHER — COMMER 4 — DOFEST 2 z— 2• DR 1 NIC 1 NG FOUNTAIN 1 1 FLOOR DRAIN — 2 INCH 2 — 3 INCH 8 — 4 INCH 6 / GARBAGE DISPOSAL — DOM (TO 3A HP) 16 — COMM (TO S HP) 32 IND (OVER $ HP) 48 OIL SEP (GAS STA) 6 / 6 SI40WER — GANG 1 — STALL 2 5 S 1 roc — BAR 2 BRADLEY S +� COMMERCIAL J SERVICE 3 � 6 6 WASHER. CLOTHES 6 WATER EXT 6 WATER CLOSET 641 jZg URINAL 6 8 DATE ;2 To'rAL BUS I NESS �L/ / l EDU EDI ADDRESS V C.) �r,17 1(d/yI ✓. � T NO. TAX MAP/LOT SIC�.t/ 7 (/' '�//V(/ COUNTlED FROM 77-2S R83 CITYOF TIGARD BUILDING PERMIT PERMIT#: BUP2003-00385 DEVELOPMENT SERVICES DATE ISSUED: 7/16/03 13125 SW "all Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S102, D-01900 SITE ADDRESS: 08935 SW BURNHAM ST SUBDIVISION: ZONING: CBD BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: F RO CORR: PARKING: VALUE: $ 7,600.00 Remarks: Install cover for fire truck Owner: Contractor: TUALATIN VALLEY FIRE + RESCUE PATIO INNOVATIONS, INC. 20665 BLANTON ST 6320 NE SANDY ALOHA, OR 97007 PORTLAND, OR 97213 Phone: Phone: FAX 282-1426 Reg#: R(ET2408 537203344 _ FEES LIC REQUIRED�INSPECTIONS Description Date Amount Foot1Found Insp Itl I'I'I N 111111 166123/03 $78 07 Struc Steel Insp Framing Insp �IWILD1 Pamir Fee 7/16/03 $120.10 Final Inspection I \XJ 8%,,Mare Tux 7116/03 $9.61 11 1 tij 1-1 S I'In Rv 7/16/03 $48.04 -- Total $255.82!--' This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire i�work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-JO10 through OAR 952-001-0100 You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6699 or 1-800-332-2344. Issued By: ' Permittee ,. Signature: �. /Call 639-4175 by 7 p.m. for an inspection the next business day SW O vAtimM F~+g& Quildihii Permit AP lieation ItcccrvedBuilding - — -� ---- Date/By: PermilNi -DtJ 3K5-' Planning Approval V Other — City of Tigard: Date/PilfPermit No 13125 SW Mall Blvd. !' eview,1.1.03 Other -� Tigard,Oregon 97223 atc/B . Permit No.: 3 Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Date/By:: Case No. .alernel: www.ci.tigard.or us �Contact Jwis.: See Page 2 for 24-hour Inspection Request: 503- 9-41'15 ethod: �• iu Icmental Information3J -- t~ TYPE OF RK REQUIRED DATA: Ne\v construction emolition1 &2 FAMILY DWELLING Addition/alteration/replacement Other: - -- CATEGORY O:CONST_RUCTIONNote: Permit fees*are based on the total value of the work performed. Indicate �- 1 &2-Family dwelling I Commercial/Industrial — the value(rounded to the nearest dollar)of all equipment,materials,labor, - ------ Accessory Building r Multi-Fano overhead and profit for the work indicated on this appliceu7,�on„ j _ CX> Master Builder _Ot_hcr: Valuation.......................... S:� - JOB SITE INFORMATION and LOCATION No.of bedrooms: No.of baths:_-----_ ----- ------ — — .............. ..................... ; Job site address: q.3 ' ��rJ, 1tu Total number • floors ----- - - �^—---- New dwelling area(sq. fl.)....................... Suite#: Bld ./A t.#: --- - --- _ —_ _ ' � Garage/carport arca(sq. R.)............................ Project Name: M -0 Z'Z- 1Covered porch area(sq. fl.)............................. Cross street/Directions to job site: — Deck area(sq. fl.)............................................ — Other structure area(sq.fl.)........................... REQUIRED DATA: COMMERCIAL-USE CHECKLIST Subdivision: --- Tax map/parcel#: Note: Permit fees*are based on the total value of the work performed. Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, ---- --- overhead and profit for the work indicated on this application. Valuation... .................................................... S Existing building area(sq.fl.)... ..................... -- - - - - - - — New building area(sq.fl.)............................... — — Number of stories............................................ — P1tOPERTY OWNETR— TENANT Type of construction....................................... Cccupanc"group(s): Existing: Name: ITIli V& .---------- Nrw: Address: —� S`735 S�►.1 txr�� ' _ -- City/State/Zip: -T, c� nc, ph,ne. e_'1V�j_I Fa x: NOTICE: All contractors and subcontractors are required to be APPLICANT. CONTACT PRR5ON — licensed with the Oregon Construction Contractvrs Board under —_Na — ---_-- provisions o;ORS 701 and may be required to be licensed in the usiness me �t - >� �p�d�',�,�_ jurisdiction where work is being performed. If the 1pplicant it exempt Contact Name_ " it'�f'1 — from licensing,the following reason applies: Address: __-- -- ------ - - — City/State/Zip: - Phone: %GO'2 Z-OIC Fax__5, p3-Z_Sz-lul?.CP ---- - E-mail: �;a—Vt, r,It rr-4 t .Co r+� BUILDING PERMIT FEES* � Please refer to fee schedule. CONTRACTOR �_ --- ----- — -- BUS1neSS Nat11C: � r� - - _ Fees due upon application....................... .. . _ Address: Clt /Stale/Z1 Amount received................ ............. g —�___ __ - Phone: — _ Fax: Date received:- CCB Lic. #: Authorized Notice: This permlt application expires if a permit is not obtained Ithin Signature: �� Date: I q 180 days after It has been acceptrd as complete. *Fee methodology set h} T ri-County Building Industry Service Board. (Pltacr print name) p is\DsMV'ermit Fomis\BldgPermitApp.doc 01/03 Plan Submittal Requirement Matrix Commercial & Multi-Family Cite of Tigard New, Additions or Alterations TYPE OF SUBMITTAL # of Plana (Includes New, Additions or Alterations) Required at Submittal Site Work 4 (must include location of all accessible parking) Plumbing - Site Utilities 2 Building 1 Fire Protection System 3** Mechanical 2 Plumbing - Building Fixtures 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (`or Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). *For over-the-counter commercial tenant improvements, submit 2 sets of plans. **"New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. i:\Building\Forms\PlanSubMatrix.doc 04/03 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST • SUP Received ___—_-___Date Requested— _�S AM —PM SUP — _— Location �_— _Suite MEC _— Contact Person _ Ph(—_—) ��` � PLM _ _— Contractor Ph( ) _ SWR BUILDING. Tenant/Owner __VF — — ELC — Footing Foundation ELC Access: — ELR -- Ftg Drain Crawl Drain Stab Inspection Notes: SIT Post& Beam --_- Shear Anrhors --- Ext Sheath/Shear Int Sheath/Shear Framing Insulation - - Drywall Nailing ---- -- - ---- - -- - --- Firewall Fire Sprinkler -- -- ----- -- F!re Alarm Susp'd Ceiling - --- -- --- - -- - Roof ^� ( PART FAIL -v ---� ING —AI Post& Beam _ __-- - --.--_----- �` — Under Slab Rough-In Wafer Service -.--- Sanitary Sewer Rain Drains -- - --- - - Catch Basin/Manhole Storm Drain -- --- f Shower Pan Other:- - - ---- - - — Final -- _ ASS_ PART FAIL_ MECHANICAL Post 8 Beam --- ---- - -- -- -- �__. — Rough-in -.--- Gas Line - S-noke Dampers --- - _-_ - - ___-- Final -`- PASS PART FAIL ----- --- ELECTRICAL-- Service Rough-In UG/Slab - ----- ----------- -- -- -- Low Voltage ----- ----- - -- ---- __._.�_- - -- Fire Alarm Final Reinspection fee of$ _ required before next inspection. Pay at City Hall. 13125 SW Hall Blvd. PASS Fa HT FAIL SITE _ Please call for reinspection RE: -_--_ ...._..__---_ Unable to inspect--no access Fire Supply Line- _-� ADA Approach/Sidewalk Drte � -`�-�- Inspector-_ \� __- _ Ext Other: Final DO NOT REMOVE this Inspection record from the Job site, PASS PART FAIL CITY OF TIGARD 24-Hol- BUILDING i Inspection Line: (503)6:9-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 _-- BOP 3 Received Date Reque^ted--J `,� ,AM PM_ BUP �� `7vul h-a' Suite MEC ` Location . Contact Person Ph PLM _ Contractor _ - _._-__--- Ph(._ ) - -__ SWR BUILDING Tenant/Owner _—__�U��__. ELC Footing Foundation ELC Access: Ftg Drain ELR _ Crawl Drain Slab Inspection Notes: SIT Post&Peam _--___- Shear Anchors - - Ext Sheath/Shear Int Sheath/Shear Framing - - - -- --- _— -- Insulation Drywall Nailing - --- Firewall Fire Sprinkler - - --- Fire Alarm f �GJ Susp'd Ceiling - -- -- FloofI _� Other: ,52.x_ - - - - - -- FIIleL it PART FAIL - BING1_ _ Post&Beam Under SlabRough-In Water Service - -- -- --- — - SanitaryDr Sewer R Rain Drains ------- Catch Basin/Manhole Storm Drain - -- -- _ __.-----_-- _ -- Shower Pan Other: -- - - - - - - Final PASS _PART FAIL __-_ -_---------.____-- _ --- — _ MECHANICAL Post&Bearn Rough-In - --- /- - --- — ------ Gas Line Smoke Dampers -- -- - - -- --- --- F inal PASS PART_ FAILScrvice - E:LE_C_TFi;CAL Rougi,.-In __ -- --------_---- ---- - ------ UG/Slab Low Voltage Fire Alarm Final LJ Reinspection fee of$_ __ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. -PA: S PART FAIL SITE - _ [_] Please call for reins-)ection RE: _ -- _ L] Unable to inspect-no access Fire Supply Line ADA -7 / Approach/Sidewalk Dats..�_� __ U_ Inspector-. — OfhAr: Fina; DO NOT REMOVE this inspection record from the Job site. PASS PART FAIL T July 9, 2003 Bill Moore CIN OF TIGARD Patio Innovations 5220 NE COh+mbia Portland, OR 97218 OREGON Re: Parking Cover for TVF&R Fire Truck Project Informationj G�• Address: 8935 SW Burnham Occupancy: S-3 Permit No.: BUP2003-00385 Construction Type: 1I-N Area: 770 Sq. Ft. Use: Parking Cover The submitted plans for the above referenced project were reviewed by ine Gity of Tigard Building Division. This review was performed under the provisions of the State of Oregon Structural Specialty Code, (OSSC) 1998 edition. The plans are approved subject to the following conditions. 1 The structure is exempt from fire-resistive construction due to location on property in accordance with OSSC Table 5-A and Section 503.4.2 as long as it is of ra, combustible construction, less than 1,000 sq. ft. in area and is a minimum of 5 f set frorn the property line. 2 Fire extinguishers shall be provided in accordance with UFC Standard 10-1 and shall be located so the travel distance from any point to an extinguisher does not exceed 75 feet. 3. r copy of the approved plan shall be kept on the site and made available to the amity of Tigard inspectors for inspection purposes. 4 A final inspection and certificate of occupancy is required prior to the intended use of the building. Inspections Required: • Footings (pri:,r to concrete placement) • Framing • Final If you have any questions regarding this review, please call me at (503) 718-2448. Sincerely, / Gary Larnpelia Building Officia' c Hap Watkins, Supervising Inspector File 13125 SW Hall Blvd., Tia�ard, OR 97223 (503)639-4171 TDD(503)684-2772 --. _ is �9 CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: A.M. P.M. MS'r: Location: ' a/n�� / _ BUP: C I enant:- � �C�_ Suite: _Bldg: MEC: Contractor:, Phone: == JPLM: Owner: Phone: ELC: ELR: SIT: _ BUILDING BLDG on'o PLUMBING MECHANICAL ELECTRICA'. SITE Site os Icam Post/licam Post/Bcam Cover/Semce Sewer/Stonn Footing Roof Undl'1/Slab Rough-In Ceiling Water Line Slab Framing Top Out (ins Line Rough-In U0 Sprinkler Foundation Insulation Sewer Ilood/)uct Reconnect Vault Bsnit Damp Di ywalI Storm Furnace Tcmp Service MISC. Masonry CQ11m Rain Drain A/C UG Slab Shear/Sheath 9re Spk Alin CrawWound Ir I lent Pump Low Vo.t ov Approved Approved Approved Approved Appr/Sdwlk oved Not Approved Not Approved Not Approved Not Approved ftIN FINAL FINAL FINAL FINAL O Call for re fl Reinspection liar ol'S _ require hefo next inspection O l Inahle to inspect Inspector: Date �1 �-- _ —.---- Page-- of 1C CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hoar Inspection Line: 6394175 Business Phone: 639-4171 Date Requested. C —� P.M. MST: Location: /30AN HA, 1 ST BUP: Tenant: L •- Suite:--Bldg- WC: Contractor: _Phone: j• li^ PLM: -- Owner: ` ) Phone: r, c� Srf: BUILDING BLDG(coni) PLUMBING MECHANICALELECTCAL' SITE Site Post/I3eam Post/Beam Post/Beam Cover/Service Sewer/Stonn footing Roof lJndFI/Slab Rough-In Ceiling Water bine Steib Framing Top Out Gas Line Rough-In I JG Sprinkler foundation Insulation Sewer lioodA)tic( Reconnect Vault lismt Diunp Drywall Stoml Fumace Temp Service MIS':. Masonry Ceiling Rain Thain AIC UG Slab Shear/Shcath Fire Spklr/Alm Crawl/Found Dr I leat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved Not Approved Not/I..nprov,d roved Not Approved FINAL FINAL, F.NAL FINAL FINAL O Call for reinspectio Reinspection fee of 3— _ l required before next inspection C3 Unable to inspect inspector . __.- 1)atc: / 11 - Page— or CITY OF TIGARD Ana DEVELOPMENT SERVICES 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 T"15) Cr WnRll. 0-11r) FTM17. . P, �117 N. (if- Ut",r-, 7(1v Tr( 'h,. . r R- rr::-'—r -ir- r. F7 TCjTnI . I--1117'r .-jr,I-,I,lry ! ,;I' T) ; 17 C, ft r-,r-)rnr,!7. REM) r1r—TI —, RFM�7.1�! I; 1.(71 D. psf I r!--1 Z -r'Ir r"I3111'. 0 r 1!-t I-"P 11.L_ „'I, M 0 1 I}F . 71-1 11,1r; J N I T 0 rRN-1 0 ft WnR-, 0 rt, r-"T R (Y .P Ill Hrjr)I Cr-1 nU.' 1,11 I,,,t- � r.!('111�T TI 11.3 17, T Mr, ^'1r?-nr'r�' p- IF, 1; 914P Sprinklers in restroom area of fire stat.on, y W 7A 1,W,:"! q 1'4 7)Tr?[-.FT o t7l c;En 141,71 11 r7 ')7 0 1271 �-j E'" I1? 71 LAI"? Q77*7 717 r,7 T T M!— r,1,1 "A"It, l # r.)-1 r) 0 t7' 11 0 0 01(i 7 R F 0 t I T R F P, T 1, i.. ssued subject t, tFe regulations urlaince ir, tl,p F Al i rid Tn., j) " -, Cade, State cf Ore. Specialty Codes and a:', _j ;,abE 'aws. Al: worl- w.!: bF done 'n acctrdar..,e with u41-1 Pm-11-r! Trl-'f) cued p"a-s. 'his permit will expire if work is rot stated Ft' i 'I Ilcj in IN days of issuarce, or i" work is suspender' ;r e ------- '97 ,-';is, V EN'TUINI: Oregor law requires you t, ar'optf ' by the 0-Fqo' Utility Notification Certf-- a-e set fu-!h it DAP 952-M-NII? through COR iry cttain a copy :f these %Ips or direct quW .A 1 s 4 4 1 1 1 1 Fire Protection Permit Application Plan Check# C "ITY OF TiGARD Commercial or Residential Recd By ' 3125 SW I4ALL BLVD. Date Recd C' :GARD, OR 97223 Print or Type Date to P E. (503) 639-4171 Ext 304 Incomplete or illegible applications will not be accepted Date to DST 04 97 PrrrmitS Called., Name of Development/Project Type of System (Complete A or B as applicable) j Job ry r-:r s z Address Address A.)Sprinkler Wet ® Dry ❑ Name Standpipes t=�(� xrXe,l 12.C_ck Hazard Group Owner Mailing Address Additional Zvh�os P�Iu�{�n 5 Information Density Clry/State Zip Phone '41'. D 970o Design Area Name K.Factor Occupant Mailing dress ti Sprinkler Project valuation City/State Zip Phone $,t 9 od r oe COT Bunn t ;s Tax or Metro# Exp.Date B.) Fire Alarm Contractor Name Submittal Shall Include Battery Calculations YES❑ (sprinkler or ;r S ,,t Individual Component YES❑ Alarm Company) Mailing.Address Cut Sheets IPrior to penial it it ' �� Fire Alarm Project Valuation ssuave avouunt City/State 1711154ip Phon"c o) must provda an Const. V\/ l0D t e Project Valuation Subtotal (A or B) co�vConst.acton iKan» State Cont. Board Lic.# Exp. Date $ � q nd«matan I« v (> a 3z Permit fee based on valuation COT datebasel. COT Business Tax or Metro# Exp Data i $ 2 1=..o eD (see chart on back —i— Name — 5% Surcharge $ 1 2 5 Mailing Address FLS Plan Review 40%of Permit Architect g $ J o.o 0 City/State Zip Phone TOTAL a Dem scribe work A.)New O Addition• Alteration O Repair O PLANS MUST 8E SUBMITTED,approved and a permit issued prior to installation. Three sets of plans and site plan(and vicinity map)required which shows location of to be done dearest hydrant. B.) Br.,,-,ent O Hood/Vent o Spray Booth O 1 hereby acknowledge that I have read this application,that the information given is Complete N Partial O Exitway O correct.that I stn the owner or authorized agent of the owner,and that plans submitted are in compliance with Oregon State laws Additional Description of Work Signature o`f O�}wner/Agent Date A. In Existing g Btllldin Contact Person Name Phone .�� New Building p Building P.,�.c�t ��e /p I Data B.) Commercial (11 Residential o FOR OFFICE USE ONLY: _ Plat# MapITL#: No of stories: Sq Ff. Notes I Occupancy Class Type of Construction I'rIRESUPR DOC (DST) 8196 CITY OF TIGARD_ BUILDIN PERMIT FEES TOTAL PLAN STATE BUILDING VALUATION OF PERMIT F.L.S. REVIEW TAX PERMIT PROJECT FEES (40%) (65%) (5%) FEES 1-1500 25.00 10.00 JF.nS 1.25 52.50 1,501-1600 26.50 10.60 17.23 1.33 55.66 1,601-1,700 28.00 11.20 18.20 1.40 58.80 1,701-1,800 29.50 11.80 19.18 1.48 61.96 1,801-1,900 31.00 12.40 20.15 1.55 65.10 1,901-2,000 32.50 13.00 21.1.3 1.63 66.26 2,001-3,000 38.50 15.40 25.03 1.93 80.86 3,001-4,000 44.50 17.80 28.93 2.23 93.46 4,001-5,000 50.50 20.20 32.83 2.53 106.06 5,001-6,000 56.50 22.60 36.73 2.83 118.66 001-7,000 62.50 25.00 40.63 3.13 131.25 7,001-8,000 68.50 27.40 44.53 3.43 143.86 8,001-9,000 74.50 29.80 48.43 3.73 156.46 9,001-10,000 80.50 32.20 52.33 4.03 169.06 10,001-11,000 86.50 34.60 56.23 4.33 18166. 11,001-12,000 92.50 37.00 60.13 4.63 194.26 12,001 .13,000 98.50 39.40 64.03 4.93 206.86 13,001-14,000 104.50 41.30 67.93 5.23 219.46 14,001-15,000 110.50 44.20 71.83 5.53 232.Ob 15,001-16,000 116.50 46.60 75.73 5.83 244.66 16,001-17,000 122.50 49.00 79.63 6.13 257.26 17,001-18,000 128.50 51.40 83.53 6.43 269.86 18,001-19,000 134.50 53.80 87.43 6.73 282.46 19.,001-20,000 140.50 56.20 91.33 7.03 295.06 20,001-21,000 146.00 58.60 95.23 7.33 307.66 21,001-22,000 152.50 61.00 99.13 7.63 320.26 22,001-23,000 158.50 63.40 103.03- 7.93 332.86 23,001-24,000 164.50 65.80 106.93 8.23 345.46 24,001-25,000 170.50 68.20 110.83 8.53 358.06 25,001-26,000 175.00 70.00 113.75 8.75 367.50 26,001-27,000 179.50 71.80 116.68 8.98 376.96 27,001.28,000 184.00 73.60 119.60 9.20 386.40 28,001-29,000 188.50 75.40 122.53 9.43 395.86 29,001-30,000 193.00 77.20 125.45 9.65 40 5.30 14.76 76197.50 79.00 128.38 9.88 ,001-31,000 31,001-32 000 202.00 80.80 131.30 10.10 424.20 32,001-33,000 206.50 82.60 134.23 10.33 433.66 33,001-34,000 211.00 84.40 137.15 10.55 443.10 34,001-35,000 215.50 86.20 140.08 10.78 452.56 35,001-36,000 220.00 88.00 143.00 11.00 462.00 36,001-37,000 224.50 89.80 145.93 11.23 471.46 37,001-38,000 229.00 91.60 148.85 11.45 480.90 i:`bldprmfe.doc (Lists) ' i i SEE 35MM ROLL# 22 FOR LARGE DOCUMENT CITY OF TIGARD MECHANICAL_ DEVELOPMENT SERVICESPERMIT PERMIT #. . . . . . . : MEC97-0849 13125 SW Hall Blvd., Tigard,0R 97223 (503)639.4171 DATE ISSUED: 12/02/97 PARCEL: 2S102AD-01900 �-;TTE ADDRESS. . . : 08935 SW BURNHAM ST UBDIVISION. . . . : ZONING: CRD L3I__OCK. . . . . . . . . . . L-OT. . . . . . . . . . . . . . ,JURISDICTION: TIG --------------------------------------------------------- (7,1..ASS OF WORK. . :FRS FI-.0OR F'URN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . : 1 OCCUPANCY GRP. . :B VENTS W/O APPL.: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FLA I. TYPES------------- 0-3 HP. . . . : 0 DOMES. I NC I N: 0 3-15 HP. . . . : 0 COMML. INCIN: 0 MAX INPUT : 0 BTU 15-30 HP. . . . : 0 � REPAIR UNITS: 0 FIRE DAMPERS?. . : 30-50 HP. . . . : 0 WOODSTOVES. . : 0 BAG PRESSURE. . . : 50+ HP. . . : 0 CLO DRYERS. . : 0 NO. OF AIR HANDLING UNITS OTHER UNITS. : 0 TURN ( 100K BTU: 0 <= 10000 cfm: 0 GAS OUTLETS. : 0 F HRIA ) =100K BTU: 0 > 10000 cfm: 0 R e m ar,k s : Add new exhaust fan for restroom within existing fire station. Uwn er^: - --------- --------________-_------ ------------- __ 1--EES ----- ------- -- TUALATIN VALLEY FIRE & RESCUE type amoi_mt by date r•ecpt 20665 SW BL.ANTON STREET PRMT f 25. 00 CiEO lc'/0F_'/97 97-::,01.335 ALOHA OR 97007 SPCT f 1. 25 GEO 12/02/9'7 97-301335 Phone #: Contractor: ----- _._____.__--------•--____-- 7INK COMMERCIAL CONTRACTOR INC 210 WEST 4TH STREET ------ ------•----------___-- - ----__..._-......-- f 26. 25 TOTAL VANCOUVER WA 98660 Phone #: 360-693-7614 Req #. . .. 001059 - ------ REDUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Mechanical Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Misr Inspection _ applicable laws. All work will be done in accordance with Final inspection approved plans. This permit will expire if work is lot started within 188 days of issuance, or if wor; is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are _ set forth in OAR 952-001-0010 through OAP 952-001-0080. You may — ootain copies of these rules or direct questions to OUNC by calling _ (503)246-9187. By : Permittee Signati..ire : �1l ++++++++++++++++++++i ++++++++ -+++++.++++++++++++++++++++++++++++++++1-++++++++++ Call 639-4175 by 7:00 p. m. for inspections needed the next bL:siness day + +++++++++++++++++++++++++++++f-++++++•f++++++++++++•f-++++++++++.I-+++++t++++.+++++++ DF.0-01-1897 11:4�- 5032480223 503 248 0223 P.02%02 CITY OF 11GARD Mechanical Pormk Atppllcabon Need "l-t( 13120 3W HALL.BLVD. Comnnrdol and Raadomm am P.ry -n"RD,OR 9!223 orlr 1r 0x (503)436-4171, x304 �� c Print or Type cer. ` .�:......'"'` Inaom lab or fll isles wm not lbs a d t o�LJ T to ah � � Joe Ad*M 8 3 5 3lJ.a n M pg�slqm-m Y r ft• o Ownrr .,� tZ or*96m•wft Ar Ph4m 4"p 7.0 °S ScrJ i3 ..iM hrrbr oevu�rnc /1R►911-JAMI rrra rem Tj rIN%wrim Mum c ctr+ r MM ilnw 1 10 m do*111 '!+1"a aria"' rnar b e.ar1 7` , C vnn r*' arm r o.n+ Um ra�w�...user .� rr IIMtt•taa+�r tnr ) sww"VA&us PARK mom am low irer P s �/ 1.V Flu" w►+e�+coYWw Gay^WAMria t "�i AMhhftt or ZO � r►• » 3• oftlnrrf mom ffovs lay i .od ig IPL Aamftno fbwo d er eon• lQ V4 I rJ N;;—MGMM TM new 4 u� b►1 � AA-O*" e M ) or.rrlr>tnrl ori. bu w10 age► I irc, Imwo 435 i pporom uw of � � .W bmo*q or Poo"* wrft 4-W Tyvr o1 nlrl•a o nr4>r o o tiaola au annv.A w r s4wi n��1 � •) MI► mf"Mrsm on"k aanwt ow I ani M wow or P*wu r,Mt 91 Nr ow»r,wo Omm vA n W aim h arvolms oW Ompon 9110AV- Pm /1L �A. .�._..�. Tam mft w ACMWw0 .lamo w I*Irrvia TU W Qw i/ U ►-i t71 CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 ' Date Requested: I L . c — A.M. P.M. MST: Location: `1 3-�r L L L- L cz -10 I31 IP: 'Tenant: _ �� Suite: �~ »:`. _ MEC:` - Contractor: ke: _ PLM: _ Phone: 4 ELC: I?I.R: � � SIT: � BUILDING $LDr,(con't) PLUMBING (�M^CHANIC_AL_ ELECTRICAL SITE Site PostlFlctutt Post/Beam ISo.JI3�an Cover/Service Sewer/Storni Footi,ig Roof UndF'I/Slab Rough-In N Ceiling Water Line Slab Framing Top Out Gas LineRough-In tk3 Sprinkler d/Iht Foundation Imildation Sewer I iooct Rc�cnnect Vault lisrnt Damp Drywall Storni Ftumacc femp S,rvice MISC. Masonry -ciling Rain Ihai�i QVC f Zc UG Slab r" Shear/Sheat'r F i,c S U;Alm Crawl/Formd Dr I Leat 11tun I.ow Volt _ Approved Approved Approved Appr/Sdwll •d Not Approved `-,Mt, ved Not Approved Not Approved INAL FINAL FINAL FINAL FINAL C'1 Call for reinspecti�_ !'�Remspeolon Ice of S__ required betixe next inspection 0 l Inable to ins}xct Date: /,?,__�-_� -------- Page-... -- _--°'- July 9, 2.003 Bili Moore Patio Innovations CITY OF TIGARD 5220 NE Columbia Portland, OR 97218 OREGON Re: Parking Cover for TVF&R Fire Truck. Project Information Address. 8935 SW Burnham Occupancy: S-3 Permit No.: BUP2003-00385 Construction Type: II-N Area: 770 Sq. Ft. Use: Parking Cover The submitted plans for the above referenced project were reviewed by the City of Tigard Building Division. This review wa, performed under the provisions of the State of Oregon Structural Specialty Code, (OSSC) 1998 edition The plans are approved subject to the following conditions. 1. The structure is exempt from fire-resistive construction due to location on property in accordance with OSSC Table 5-A and Section 503.4.2 as long as it is of non-corn bustible construction, less than 1,000 sq ft. in area and is a minimum of 5 feet from the property line. 2. Fire extinguishers shall be provided in accordance with UFC Standard 10-1 and shall be located so the travel distance from any point to an extinguisher does not exceed 75 feet. 3 A copy of the approved plan shall be kept on the site and rr ade available io the City of Tigard inspectors for inspection purposes. 4 A final inspection and certificate of occupancy is required prior to the intended use of the building Inspections Required: • Footings (prior to concrete p!acement) • Framing • Final if you have any questions. regarding this review, please call me at (503) 718-2448. Sincerely, Gary Lampella Building Official C Hap Watkins, Supervising Inspector File 13',25 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)&A-2772 — i SEE 3SM1Vl ROLL# 22 FOR LARGE IyOC�J�VI�NT I i I I ! • ! vv vv 0 v / YO ! • J ! 4 • EP * M ' I coviv F c & U c U I \ j 6 : ; -- --_. TABLE OF CONTENTS II�� 1` r PRO Ctt SHEET NO. CONTENT 1Jt:aM r fro. of c 0 COVER SHEET p` METHOD OF USING TABLES, NOTES, DECKING SPANS FO• OOF PANEL SEE SHEET /1 - � _�-� �-� -�` 2 PATIO COVER - SPANS, COLUMNS, FOOTINGS 3 25 PSF SPAN TABLES A, 30 PSF SPAN TABLES DEFINE LOADS k CEOMEMY, IHEN —�_ ,�~��t ,,, 5 40 PSF SPAN TABLES SEE TADLES FOR REO'D DECKING, _�—`� 6 60 PSF SPAN TABLES (NOT INCLUDED) BEAMS, COLUMNS & FOOTINGS. ( _ 7 COMPONENT DETAILS SUPPORT BEAM_ MAX. Hr. a', 8 COMPONENT DETAILS VARIES w/ L DING 9 CONNECTION DETAILS - POSTS TO FOOTINGS AND COLUMN E 10 CONNECTION DETAILS - PATIO BEAMS TO POSTS, FASCIA ATTACHMENT CANTILEVER 3iX of SCAM -- SPAN MAX. f 11 CONNECTION DETAILS - NON-PATIO BEAMS TO POSTS, -- — FASCIA, SCROLL COL TO BEAMS fes^% SEE SHEET 112 FJR 12 CONNECTION DETAILS - BEAM SPLICES AND BEAM Sf'LCE OEfAIIS �•-.� ATTACHMENT TO EXIST. BUILDINGS .... 13 SKYLIGHT SUPPORT JOIST - ALLOWABLE SPANS i _ r /'� SEE SHEET #1O & 11 FOR OPTIONAL 3�i" CONgtETE SLAB. — ►��'� ' ~� �-` - --- POST to BEAM CONNECT► ' ,• � ,E� PEOUIRED FOR CONSIRAINED TYPE FOOIINCS /� 1`''- J MIN. HALF OF SEE SHFEI y9 FOR POST % I ! FOOTING WIDTH; ATTACHMENT TO FOOTINGS. I ! , Or;;,.ay< or" ��;a� = �'i t. EXAMPLE STRUCTURE: (UNCONSTRAINED FOOTING SHOWN) w FRE ND ING S INGLE SPAN WITH OVERHANG �~ uy NO. 3:, 44 * ¢ " U E T' 4 YRO J. 171 of tom= aWc �� tIPERI m •tR Y r IS RUC1URAl d, 1110�3p SEE SHEET X12 '• ��' �'�F i GISTEtte-9 r�� p� �� /,•�('DI SI " I;t'ilowcn ,/ �� FOR AIfACHMENT DC1AILS �4�5fON j F.`;;� 1�' •� '� 03 HYPE k 110. U� `\��RHgN( p'ROJEC,10 10 EXIST. BUILD114G itl�tttN�i�-��`' �0 ��p, 4310 �_` EXPIRES lL 3 �_ 1 jYFE• _ / ru�lnea ,2 ,0 MAX 1. IN\ OEpt� BE '`�� PA.ti'ft `.DAN Stu PFE 2 LU 131 v1 110.26748 OREGOf�1 UGi UML NQ.2031 � 266 r.�. — m v, a a7 '--_— �S �rE Of • �� ' y~ SEE 5NEE1 X10 & it fCIR CANTILEVER 3* OF BEAM '- PL S I TO BEAM I CN n' r�r0�� a ►b� OF CALF TYPE 'A' —� L SLE SHEET H12 SPAN MAX. / b,3 CONNECTIONS �^- . t 000Ms , COLUMNS FOR BEAM SPLICE = 1, I P I ' min 31 SHOMq DETAILS ROOF PANELS: FOR ALLOWABLE SPANS r ,1,m AND OVERHANGS SEE SHEET if DFFINF LOADS & GEOMETRY, THEN 5/4/02 UPDATE STAMPS SEE TABLES FOR RFO'D DECKING, �'� --�' ' EXISI, BUILDING BEAM'S, COLUMNS & FOOTINGS, _~��-��-_ `''� `�. dote description epn. ��`' _•_1 ':y=-�� REVISIONS SEE SHEET p9 FOR POSI ATIACHMF.NT TO 97057 ` EXAMPLE STRUCTURE: ,. ` FoonrJc nurnw� En � QP�� UoeNo.OPTIONAL 319" CONCRETE SLAB � �9 ATTACHED SINGLE SPAN WISH OVERHANG - REOIIIRED FOR CONS'iRAIIJED TYPE CHECKED J.D.B. FOOTING CONSULTING ENGINEERS/CIVIL AND STRUCTURAL COVE R DRAWN A.M. / T.0. 1519 West Volley Hlghwoy North Suite 101 ; Auburn, Wo 98001 / 206-633-7776 U,1E JUNE 1997 SHEET 110, \,91\97057\00-057.d;vg I Droner Name: A. MIOTKE I Plot Date: APR 05 2002 13:51:04 I Lasl Modified Dole- APR 05 7002 13:4(j:03 I Submiltal: FiNAL SET I NOTICE: IF THE PRINT OR TYPE ON ANY �II—j111 III � � II IIIIIIII � llllll III � III IIIIII � Il�_r� l � Il.>�r� � � I � ILI ill ! 1 � I 1111111 Ii1IIIi fly f1f III I I III III t ! I III 1 � 1 Ilf III I � I � iil I ! I 111 ! Iil IiI III III ! 1 � I III III 1 ! I ! i I _�,, A, J 1 I I I f 9L-MAGE S NOT AS CLEAR AS THIS NOTICE, 3 4 5 8 10 11 12 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z S Z L Z 9 Z 5 Zfi Z E Z ' Z TTZ --0 Z 6 t 8 I L T 9 I— 5 T fi T z11 Z T T T T 6 8 L I8 9 t 9 Z i i �lai�w IIII IIII Illi III! lila IIII illi illi 11!1 IIII IIII 1111 !I 1L'I Ilii _1111 Llll !III. III�IIIII.IIII IIII illi IIII IIII 1111 lilt Ilii IIII IIII i i I IIII IIII IIII IIIIIIIII Ilii loll fill l 1 1111 .1.11 lllllllll IIII 11.11 1IJ1111LEI 111.1.111f4 11 I • a sa • • • • c, a + r 'a * r • • • • r e • • .:, TABLE 3: TRIBUTARY WIDTH T.W, TABLE 1A: ALLOWABLE 3" DECKING SPAN GENERAL NOTES: PLAN VIEW GEOMETRY CASES: r - PilLKNESS LIVE LOAD MAX. SPAN MAX. OVERHANG MAIERIAL (IN.) IPSF) FT. IN. FT. IN, 1. DESIGN IS PER THE 199•'• UNIFORM BUILDING CODE. Al UMINUM 0.018 25 A' 7" - � - METHOD 0 F VS I� V` 7 T/� ['�I '-_ �I 3006 - H391 2. ALUMINUM DESIC14 IS PER THE SPECIFICATIONS FOR ALUMINUM I ABL_S ! SIMPLE SPAN W/ NO OVERHANG lYr'IL'AL 30 1' - 10` 3' - 3` 40 6' - 10" J. - 3' STRUCTURES BY RHE ALUMINUM ASSOCIATION AND CHAPTER 28 OF' _ 60 5' - 6" 2 - 9" THE UNIFORM BUILDING CODE. 1. DEFINE THE REOUIPED GEGMEIRY OF THE STRUCTURE DESIRED: I 0.024 25 10' - 2" 3' - 11' DECK SPAN -y l T.W. - L/2 30 9' - 4' 3' - II" HOT-ROLLED STEEL DESIGN IS PER AISC MANUAL OF STEEL a ) LENGTH OF STRUCTURE - ALSO RANGE OF COLUMN Or 1 40 s' - i' 3' - 11 CONSTRUCTION, 9th EDITION (ASD). SPACINGS OR BEAM SPAN; DCSIRCD. - 0.0J2 25 12' - 2" 4' e" .COLO-FORMED STEEL. DESIGN IS PER IHE AISI SPECIFICA1ION b•) WIDTH OF STRUCTURE - AL"'J THE -PACIN3 3LTWEcIv 30 11' - I' 4' - 8" FOR THE DESIGN OF CU.D-FORMED SIFT. STRUCTURAL MEMBERS, BEAMS OR DECKING SPAN. 40 9 - 4' - 8" 986 EDITION WITH DEC. 11,1089 ADDENDUM. I SINGLE SPAN W, OVERHANG - EO 7' - 9' 3' - 10" AUG.AUC19, c.) HEIGHT OF STRUCTURE - SHORTER COLUMNS PROVIDE 0.040 25 I.1' - 3" 5' 2" 3 (1_F�1QADIN�S MORE OPTIONS, �� -X 30 12' - 5" 5' - 2" 40 10' - 10' 5' - 2" ll.YE-1. M 25 PSF SNOW LOAD A/ L TO EACH LBEAM+ X 60 8 - 3' 4' - 1" 30 PSNOW LOAD PSF SNOW LOAD 2, DETERMINE THE REQUIRED ROOF DECKING THICKNESS FOR THE I SF DESIRED SPAN FROM TABLE I OR 2. USE THE SPANS FOR THE ROOF -g -°- - X TABLC 18: ALLOWABLE 3 DECKING SPAN su P show LOAD LIVE LOAD REQUIRED FOR THAT AREA (CONSULT LOCAL BUILDING 24' DEU,'ING PANELS W 6' SKYLIGHT PANELS 2' - fi" O/c MINIMUM , OFF!CLAL) THICKNESS UVE LOM P-AX. SPAN MAX. OVER!iANG WIND LOADS: 80 MPH EXPOSURE C BEAM LINE OR UILDING MATERIAL (IN,) PSE) FT, IN. FT. IN. 3. DETIRMINE THE TRIBUTARY WIDTHS (T.W.) FOR TIIE BEAMS FROM TABLE I BALUMINUM 0.018 25 7' - 8" 2' - 11" LATERAL PRESSURE 22.60 PSF 3 BASED ON THE DESIRED GEOMETRY. 10 43 3UOe - H391 30 7' - 0" 2' 11" UPLIFT PRESSURE 22.60 PSF T.W. = (L) 15 TYPICAL 40 6' - 1' 2' - 11" (53.89 PSF 0 OVERHANG) B) L . . 60 4' - 11' 2' - 5" 4. USE THE SHEET TITLE BLOCKS OR'TABLE OF CONTENTS TO LOCATE J --SEE TABLE FOft 4. STRUCTURES HAVE BEEN DESIGNED FOR THE WORST CASE WITH THE DESIRED BEAM R IMH THE REQUIRED ROOF LIVETW10 EDGE BEAM 0.014 25 9' - 1' 3' - 6" LOADING OF DEAD IOAD PLUS WIND PLUS SNOW LOAD / 2 OR DEAD THE SHEET 3- -- 30 8' - 4" 3' 6' LOADS. CHECK THE SPAN TABLES 10 VERIFY !HE BEAM WILL SPAN X 40 7• _ 3^ 3' _ 6` LOAD PLUS S;'OW LOAD PLUS WIND / 2. THE DESIRED DISTANCE WITH THE TRIBUTARY WIDTH. AFTER 60 5' - 10" 2' - 11' 5. CONCRETE: Fc' = 2500 PSI RFOUIRED AT 28 DAYS. VERIFYING THE BEAM READ THE REQUIRED FOOTING AND ALLOWABLE nIUL11PLE SPANS 0 032 25 10' - 10" 4' - 2' COLUMN OPTIONS. REPEAT AS NECESSARY, 30 9, _ 11^ 4' _ 2" 6. REINFORCING ; Fy - 60 KSI. � 40 8' - 7" 4' - 2" 5. SEE THE APPROPRIATE DEIAIL SHEFT:; FOR THE IYPE OF STRUCTURE 60 6' - II" 3' - 5" 7. FOUNDATIONS: FOOTINGS HAVE BEEN DESIGNED FOR A BEING ERECTED (EITHER FREE-STANDING OR ATTACHED TO - T.W. _ (L) 1/2 0.040 25 12' - 1" 4' - 8" CLASS 5 SOIL l SING A SOIL BEARING PRESSURE OF 1000 PSF, ANOTHER STRUCTURE). DECK SPAN-"-,,) L 30 11' THE STRUCTURES HAVE BEEN DESIGNED WITH "FLAG POLE" TYPE I - I" 4' - 8' COLUMNS NOT ADVERSELY AFFECTED BY 1/2 INCH MOTION AT ' 6, FOLLOW ALL NOTES AND RECOMMENDAI IONS CONTAINED WITHIN 60 T - 4' ;' _ g^ GROUND SURFACE USING A LATERAL SOIL_ BEARING PRESSURE OF THESE DRAWINGS PERTAINING TO THE STRUCTURE BEING ERECTED. E _ 200 PSF/FT OF DEP1H. SOILS OF ORGANIC CLAYS OR SILISIL (ABLE 2A: ALLOWABLE 4" DECKING SPAN REQUII2E A SOILS REPORT AND FOOTINGS DESIGNED PER SITE 7. O "OT EXCEED 1HE VALUES SHOWN IN 1HE ARLES. IF THE VALUET.w. AI 1NIERIOR BEAMS SPECIFIC RECOMMENDATIONS. ALL FOOIINGS SHALL BEAR ONWOU:.D BE EXCEEDED USE TIIE NEXT III�:HER LOAD CASE (EXAMPL - 1 2� (l) F UNDISRABED ;ROUND OR ON SIRUCTURAL DILL SUBJECT fU THICKNESS LIVE LOAD MAX. SPAN MAX. OVERHANG USE 9'-0" SPAN INSTEAD OF 8'-0" IF THE DESIRED SPAN SEE TABLE FOR MATT_RIAI_ ({N. PSF _ FT. IN. FT. IN, APPROVAL 11'•' THE LOCAL BUILDING OFFICIAL. T.W. TO EDGE --�-�'--�- BEAM ALUMII4UM 0.024 25 ^12' - 3" 4' I" p, I'IiEL�TANUING STRUCTURES SHALL NUT BE ENCLOSED IN .4N'i X 3LX14 - H36 30 12' - 3" 4' - 1" `' " N Cn ! 40 Ip' - 7" 3' - 6" MANNER, ,7, Iqt1�i 60 8 - 8" 2' - 10" l �• V ��i S�0! of o iy r z ELEVATION 0.032 9. FASTENERS: SItEL. BOLTS SHALL EIE A3L'7 E[1UIVAlEN1 FINLESS NOTED (ELEVATION) 25 14 - 10" 4' - 9" BEAM LINE 30 14' - 7" 4' - 9' AND SHALL BE STAINLESS, GALVANIZED OR CADM1l1M PLA RED. YON q BYRON 1. ,pf 1110 OR BUILDING 40 12' - 8" 4' _ 2"4171E 4 , ALUMINUM BOLTS SHALL BE 2024-14. 'A RUP T 4UPER1 X57 c5 60 10' - 4" 5 ;� ,\ / l ',I V.� TRUCTURA-l. a 4 Y�yAI EDGE r 10 c . PATIO COVERS DEFINED AS ONE STORY STRUCTURES LESS 4 BEAM 0.040 2.5 17' 5' - 2" �4�5 F�7ISTER� � � a 30 16' - " !;' - 2^ THAN 1Z FEET IN HEIGHT NOT 115ED AS A CARPORT, GARAGE OR to;, / C> �,`� i! E.'4P'�b A0 14 - 6' 4' - 10" STORAGE AREA MAY BE SUPPOR fEG ON CONCRETE SLABS ON GRADE - 11inN A: �� \ Np 4370 '1�� )03 l~ ( t o 3' 11" WITHOUT FOOTINGS, PROVIDED THE SLAB IS NOT LESS THAN 3 Iti'' - �- - AND 1/2 INCHES THICK. COLUMNS SHALL BE SETBACK A MINIMUM , .0.E OF ON/ TABLE 2..B: ALLU ABLE 4" DECKING SPAN OF 4 INCHES FROM ANY EDGE OF THE SLAB. X = OVERIiANC L DIST BETVIfEIJ BEAMS TWO - 12" DECKING PANELS W/ 6' SKYUCfIT PANELS 2'-6`n.c. MIN. 11. EMBEDDED COLUMNS SHALL HE FREE FROM ANY OIL OR OTHER 26 i THICKNESS LIVE LOAD MAX SPAN MAX. OVERHANG SUBSTANCE THAT MAY INHIBIT E�UIJDING WI IH TIIE CONCRETE• '1' X10 9 �'= U It.NO.26 N .2031 I T.W. TO EDGE BEAM FT.' MATERIAL IN.) (PSF) FT. IN. F1. IN. 14 4 ALUMINUM 0.0.24 25 10' - 11` 3' - g' 12. BEAM AND FASCIA SPLICES SHALL NOT OCCUR NLARER TO ' OF �dP' `I 1�1•oZ ? IC pz- L /X 0 I 2 3 4 5 6 3004 - H36 30 10' - 11" V - A' THE END OF THE SfRL1CIURE THAN FIRST INTERIOR COLUMN, rkON R� I � DAEG30N 1 40 9' - 5" 3 - 2" Is �7rr C1Vll rP 1 AND SHALL BE NO MORE THAN 2'-0' FROM A COLUMN. fir• K 4 2 3.12 4.SD 6.12 ROO 1012 12.50 60 7 9" y' _ 7" sf'.^oi'1:.bl�lh "^,,, � 9�{ L"� 1C� . . OF GAJ- I 2.5 3.60 4.90 6.40 8.10 10.00 12.10 6 3 4.08 5,33 6.75 8.33 10.08 12.00 0.OJ2 13. ALUMINUM ALOYrj SHALL BE SEPARATED FROM DISSIMILAR 7 3.5 4.57 5.78 7 14 8.64 10.28 12.07 25 17' - 3 _ 8 4 5.06 6.25 7.56 9.00 10.56 12.25 30 I; - 0. 4' - 4" METALS PER U.B.C. STD 28-1 FOR OTHER THAN STAINLESS, w NO. 33 4 .- - (O(PIRE3 9 4,5 5.55 6.12 8.00 9',v 10.48 12.50 40 91 - s" 3 9" ALUMINUZEU OR GALVANIZED STEEL. 1 l __.t.� .o 10 5 6.05 7.20 8.45 e.80 11.25 12.80 60 9' - 3" 5' - I' 11 5,5 7.54 7.66 8.90 10.22 11,63 13,13 r 14. TABLES APPLY 'O 80 MPH WIND SPCEDS WITH AN EXPOSURE 1 5/4/oZ UPpAIE STAMPS 12 6 704 8.16 9.37 10.66 12.04 13.50 0.040 2a 1„' - 4" ,' - I" 13 6,5 7.53 8.65 9.84 11.11 12.46 13.88 30 14' - 11" 4' - 11' FACTOR OF C AS DEFINED BY THE 1997 U.B.C. OR LESS. `' a� 14 7 8.03 9.14 10.32 11.57 12.89 14.28 40 12' - 11" 4' - 3" (TABLES OK FGF'. 80 M.P.FI. E!tP B, 13.22 P.S.F., �-- Of'� 7122/98 UPUATE TO 1097 UBC 15 7.5 8.53 9,63 10.80 12.03 13.33 14.70 £0 _ID' - 7" 3' - 6" 7/17/97 - ADO TABLE 2B 90 M.P,I . EXP. B, 16,76 P.S.F., 100 M.P.H., EXP. B ,` 20.6 PSF, OR 80 M.P.H., EXP C, 22.6 P.S.F ExPIRk ,_ 114Ii.�. TABLES IA, 16, 2A AND 26 ARE FOR DECKING USED AS CNlF'URl OR I�A110, UETLECTION LIMIT m �l'� °`' dolt d..eryUon _._.� LENGFH / 60. MINIMUM REQUIRED SLOPE = Y4" / Ff. FEE)(�(� �j (� r� JOB TITLE REVISIONS I Ll lll�J � �� tf��UU �T• �UU( (�~ I SHEET TITLE _ G g �I9 . / O M M_ERC ! A L & PATIO MET JOB N0. 97057 HOCA OE U .� ING TABLE CONSULTING ENGINEERS/CIVIL AND STRUCTURAL � T R U � P-) R E S CHECKED J.D.B. I WESTERN AWNING COMPANY GENERAL NOTES , DECD< ING SPANS DRAWN T.O. 1519 Wel-s1 Valley Hlahway North / Suite 101 / Auburn, We 9BUOI /I206-4133-777b16 ;;UMIJCR, Wq, 13612 8►h S). E. 96390 TRIBUTARY WIDTH DEFINED DATE JUNE 1997 SHEET NO. ?7\97057\01- 057.dwg j Drafter Name: A. MIC KE Plot Date; APR 05 2002 12:55:09 j Lost Modified Date: APR 05 2002 12:54:02 1 Submittal; FINAL SET I NOTICE: IF THE PRINT OR TYPE ON ANY �I � IIr III SII Ill III lI � L17. III 1 � i 1I1 � 1� (l II � Ir r r�"r 1IrT.1, . r � �� III 1I. „r.I � _r ( 1Jill ; II1X11 III I � � 111 III rirrlT SII 1 1 I I I I I I 1 1 I I I .1 11_ I f l l( { { { ' 1 1 1 1 1 1 1 1 1 1 I IMAGE IS NOT AS CLEAR AS THIS N l I I oTICE, 1 2 3 4 ----- - - -- -- ---- _ 6 7 8 - 10 11 12 --- _ IT IS DUE TO THE QUALITY OF THE _ / __ No.38 �° .,' „ ORIGINAL DOCUMENT E sZ gZ LZ 9Z gZ fiZ� EZ Z TZ 09 6T 8I LI91 5T � T ET 9 iT T 6 8 L 8 9 E Z TSI law I ILII Ilii 1111 ILII 1111 IIIIIIIII Illllllll .Jlll LII 111111111111. 1 111111111111 llllLl ILII ILII ILII ILII ILII ILII Till ILII IIlI ILII ILII IIiI 1111 ILII ILII ILII illl 1111 ll i ll Ilii ll� Lill Lli1111�. 11.1.1 lill��k�l l 1b i 1' 1 I • � I MAGNUM GUTTER FA SCIA ,- 4- " OR ? " BEAM � PATIO STF� I -� _ � CTURES ; S ^ LOADS I GEOMETRY FGOTING SIZES do COLUMN TYPES GF.OMETRY FOOTING JZES h COLUMN TYPES t,'Eg11E1RY J • FOOTPlG SIZES Ac COLUMN YPES GEOMETRY POOPING SIZES R COLUMN TYPE!i LOADS MAX, FREE STANDING ATTACHED MAX. FREE STANDING ATTACHED MAX, FREE STANDING ATTACHED MAX. FREE STANDING ATIA.CHED LIVE TRIO. COLUMN COLUMN FOOTING COLUMN FOO IING COLUMN COLUMN COLUMN FOOTING COLUMN FOOTING COLUMN COLUMN COLUMN FOOTING COLUMN FOOTING COLUMN COLUMN COLUMN FOOTING COLUMN FOOTING COLUMN TRIB, IJA LOAD WIDTH HEIGHT SPACING NO SLAB SLAB TYPE NO SLAB SLAB TYPE HEIGHT SPACING NO SLAB SLAB TYPE NO SLAB SLAB TfE HEIGHT SPACING NO Sl.AR SLAB TYPE NO SLAB SLAB TYPE HEIGHT SPACING NO SLAB SLAB TYPE NO SLAB SU1B TYPE WID^t '_CAD • • • • " H - SLAB C-F, G SI An A-F, G tl'_ -�- SLAB C-F, C SAB A—F, C_ 9 • 3 9�T_. F = BA8 C`F, G - _ - s'-6" - 3Atl C-r, C __� ;Ud_ y8-F,C g'-6'- , SLAB C-f, G - _5!1!1 A_r. G & _ - - • • I �tAB B-/, C 9_G' S[AB C-f, C SL Ad A-F. : o ± * • • • • SLAB D E, C SLAB U-G C 7 SUH C-F. SLAB B-F, G B-6" 7 - 6 - SLAB C-F, G -- - 12' - Sl AB U•{, G - - SLAB B-f C 12' - - - - 5118 3 • s B SLAB C_f C- - - - - SLAB D-I: C - STAB R-F, C 17' _ - 8 y-- • • }I • --T- __ STAB A-F _ _^- -' SLAB C-F C IAB A-f C g' ---- SLAk1 U-E, C - 6' .-,— SLAB C-F G :,LAB ASF.C B � SUdt B-f G • • • 20 B_g 6 - StAD C-f C - .AB 8 f G s 6 _ i". _ - r _ _ _- .,1.A8 C-F, C _ -' G- • . • 12 �_' --- 6 -6 SLAB CC-F C _ _ SLAB 8-F C )'-6 y.AB C-F_0 SIaB B••F, G 4'-6 �' " i1/�0 A-F, G • • • SLAB U-E, G SLAB 8-f, C -12r- - 5LAB C-1 G SIABAB D E C 1LAd B-F C 12 _ - - - / -6 At7 C-f G - _ _6 ' P.S.F. 4 9' —- __ SLAB_ A:f�c a' _ _--- . _ — --- - _ _ - - — - _ stir_ a F. c _ !7 AR 0 f, 0 SI A8- 8-F C 12' SLAB D-E G SUB B f C ?O YAO C-f, C lh9 A`F C 8' SAM C-f G SLAH A-f, G B'- 6 _6' - - - �-- _ 9-6 6 5IA0 C-F, C - SLAB B-f G' 9-b ' - ------- --- - _ - SLAB C-F C ,1 A8 B`f,, C 1 9'-6r ' _ c _ - !X AD - _ 12' - SIAtl 11-f G - STAB B f, C 12, _.-._ _�_. - 6 _ SLAP C-f, C - ah6 D-F. G 9v6• 7 - 4 P.S.F. �'_6„ _B -- -;1A8_ C-! C�_ _ ''IAD A t G- a' - SLAB D-E_C -F, G _ 5LA8 B f, C 12' _ _ - - SLAB D-L, G AAB 8 f G 1?' + • • • 1 SLAB C-f C IBB M F, C B' 9' y • • • • • 11 -9 -- 6 SLAM_ C-F, GSI AD 9-F C 9`-6' - _ _ SLAB 82F 0 9'_fi' 7' - - -,'-G„ - ' • • • c • • (7 - SLAB D-E C SLAB 8-f,_G 12' SLAB D-E G %AB H-F C 12' 17 B _ - SLAM r•-F C - SI AH A-�G- N SL ASI r-' L' -- I • • • » ? • 25 3' 9 6' 6' _ - ,1A8 l-F, -- -SUB B-f, L d'-5• - _ SU1B A-F�C-- B _ - SI w ;-F�G- - SLAB_ A=f`C _ B _` SLAB ' SLAB A4, G 12' c _ 6 -6 S-AB C f, G - lA8 B F,0 9'-6' 7 - SLAB C-FTG_ - SlAB B-f, G 9'-D /' -6 - ML C-r, GYIBB_i GSLAB D__E. G - SLAB B I,0 12' SLAB 0-yG _ SLAB B-i G 12' SLAB D-E, C - SLAB- 8-! G 12' _P.S.F. B �; SLAB C-F, C - - - D-E, G - SlA9 8-FSG S 25 ! 3 -6 y-s• _ �^s "`rte " „ ___— sloe c Aa A-F c _ _ e' a - P.S.F. _ 6' ---SLAB C-F G St AB B-E G 9'-6' 6 6 - S1A r-F C _ SAB_ 0 F G 9'-6" ]� 6 �'_6" „ 1?' - - y_AB U-E - i SI AO- HFC 12 SlA�1tC- C C SLAB R f C- 12 - -- --- - 3 -5 30 B - an Cc- SLAB G _ - SLAB A-F _ b -'_ 17 --- - 9'_,' _ - _ i_ -�_ SLABF, G SI AH A-I C 6 7, �-- B P.S.F. 3' je- 6 SLA9 C-f, C _ _ _.-_ _SLAB B-F,G 9'-5• 6 -6 4hBf C +- SI AD B-f G 9'-6' � _ - U-L G - SLAD D-i 11 _ -'-- - - 9'-fi 7 -6 - 3SLABE G qAB D-r G 12 _ - I2-- i MAGNUM GUTTER FASCIA, 4 " OR 7 J BEAM �� PATIO T r STRUC URE _, LOADS GEOMETRY f0O11NC SIZES Lr COLUMN TYPES GEOMETRY FOOTING SIZES k COLUMN TYPES _ GEOMETRY FOOTING SIZES dt COLUMN TYPES GEOMETRY FOOTING'SIZES tt COLUMN TYPE:. LOADS MAX. FREE STANDING ATIACIIED MAX. FREE STANDINC ATTACHED MAX. FREE S1AND'NG ATTACHED MAX. FRCS STANDING Af1AtiEU I UW TRIA. COLUMN COLUMN FOOTING COLUMN roorlr' COLUMN COLUMN COLUMN FOOTING COLUMN FOOTING COLUMN COLUMN ,ALUMN FOOTING VOLUMN FOOTING COLUMN COLUMN COLUMN FOOTING COLUMN FOOTING COLUMN TRIG. LIVE I LOAD WIDTH HEIGHT SPACING NO SLAB SLAG r. G NO SLAB �LAi3 TYPE HEIGHT SPACING N(1 SLAB STAB TYPE NO SLAB SLAB TYPE HEIG!11 SPACING NO SLAB SLAB TYPE NO SLAB SLAB _TYPE HEIGHT IPACINC NO SLAB SLAB TYPE NO SLAB SLAB TYPE WIDTH LOAD B S.AB C-r. G - SLAB A-F, G 8' s SL A-F, c B^ 3 - r�� SAB C-F, C_ _- SLgp g_F G - -6+' rL�_ C-F, C - Sl Ad _ C-f,C Sl_AH A-F, G _ STAB C-F G —T- 8 -6 - _tue C-F. G - _ dAD- DAF:C -6" g SAB r.-F, G _ 5118_ 8-f, G D'-F` ( " ' SLAD A-F, G 3 12 SI AB D E, G - SOB B-F, G 12'- _ STAB D-E. G SLAB U-F, C i — !' SL LeB B-f, G 9'-6- � -6 Stm C-r' G SU8 B-F G u B _ , - SLAB C-!, G - S.r9 A-F, C B' - ,-- --- •LAD D-E. G SUB D-L G - - 2t7 3 - J 9' s" 8 - SI AB C-f, C _ SU4` E-F,G 9 6 L'-6" --- --- - d _- - 8 _ _ SAB B-F G 12' - SLAA U-' CH-F, c Ix --- - y'" 9 s-s• g' P.S.F. B' 6 — e _ ii- _- _ 3,_6, 20 --7r-- - --- - y- -- _ y`"- 9' - ._ ..sem_ y' .6" 4, P.S.F. 8 9'--Gr �'. 6" -`L 12' - - -r�v B -_ - O'y ITPI -T 121 12— — -F' �6g5��P CHAPTER 31 U. B. C. — I-- ATI( COVERS PATIO COVERS DEFINED OF S-C. 3116. PATIO COVERS ARE ONE-STORY STRUCTURES NOT EXCEEDING 12 FEE] IN HEIGHT. S C.FOOTINGS119. A PATIO COVER MAY f L SUPPOR0 ON A CO'ICRETE SLAB ON GRADE WIIHOUT *COLUMN TO FOOT-I--NGS BEAMS TO COLUMNS �r�ron ENCLOtiI'E WALLS MAY HAVE ANY CONFICIIRATION, PROVIDED THE OPEW AREA OF TtIE LONGER FOOnNGS, PROVIDED RIE SLAB 15 FJUi LESS THAN 3 1/2" THICi< AND F11R1HER PROVIDED 2 WALL AND ONE ADDITIONAL WALL IS EQUAL TO Ai LEAST 65 PERCENT OF,THE AREA BELOW A MINI-� 1}IAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN EXCESS Or' 750 POUNDS PER SEE DETAIL FOR ATTACHED PAIIU COVERS SEE,EETAILS 3-), �ell 5 MUM OF 6 FEET B INCHES OF EACH WALL, MEASURED FROM THE FLOUR, OPENINGS MAY BE EN- COLUMN. �'_/ � 10� R CLOSED WITH INSECT SCREENING OR PLASTIC THAT IS READILY REMOVABLE TRANSLUCENT OR < TRANSPARENT PLASTIC NOT MORE THAN 0.125 INCHES IN THICKNESS, SEE DETAIL 1�1 1 FOR FREESTANDING PAHO CO OF Is o c� / SIpN �� PATIO COVERS MAY BE DETACHED OR ATTACHED 10 OTHER BUILDINGS AS ACCESSORIES TO o� f� �.. z GROUP M; GROUP R, DIVISION 3; OR TO SINGLE DWELLING UNITS IN GROUP R, DIVISION 1 OCCUPANCIES. PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL, OUTDOOR LIVING PUR- POSES AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. ) COLUMN 1 YP f� W WIND SPEED--MAP ARE 4S (miles per hour W SUPER) HEIGHT ZONE ►RUCfUR L � DESIGN LOADS c r IN FEET 70 80 90 l0U 110 12D 130 A (2) 1li" SQ. x .032" ALUMINUM ,\ �� 'j.�1'6Z PEf�T SEC, 3117 PATIO COVERS SHALL BE DESIGNED AND CON�IRUCTEC TO SUSTAIN THE LUAUS REQUIRED BY CHAPTER 16, COMBINED IN ACCORDANCE WITH LESS THAN 12 10 13 15 19 23 27 32 B. 3" SQ, A .032" ALUMINUM �•• 4310 rO*fir r> p 171�j uZ ;�l� EXPIRE, Zr, SECTION 1612.2 FOR LOAD AND RESISTANCE FACTOR DESIGN OR SECTION 1612.3 _ �� ,, 'I'4 . FOR ALLOWABLE STRESS DESIGN, EXCEPT THAT THE IJV[ LOAD, L, SHALL N01' C. 3" SO. x .048" STEEL okt r4�s jFclsi�n BE TAKEN AS LESS THAN 10 POUNDS PER SQUARE FOOT (0.48 kN/m') AND, WHERE apt t /�_ 44410 AL ��', ON (�A LESS THAN 12 FEET (3658 mm) HIGH, THE HORIZONTAL WIND LOAD SHA". BE AS D. T.S. 4" SO. x 4'i6" No. 9�5 -�? INDICATED IN TABLE A-31-A. IN ADDITION, THEY SHALL BE DESIGNED IC �O rE�� P 1 F � SUPPORT A MINIMUM WIND UPLIFT EQUAL TO THE HORIZONTAL WIND LOAD E. T.S. 5" SO, x T'ia" „ a � A� 0� L N0, 2 m �, ti t S URAL N .2031 '"o ACTING VERTICAL UPWARD NORMAL TO THE ROOF SURFACE, EXCEPT THAT 1. STRUCTURE MUST MEET DEI-1N111UN AT LEFT TO BE BUILT —1-�q' �9 'p O FOR STRUCTURES NOT MORE THAN 10 FEET (3048 mm) ABOVE GRADE THL AS A PATIO COVER, F. 3" SQ. x .075" ALUMINUM (MAGNU UG 142 7,1 ,02 UPLIFT MAY BE THREE FOURTHS OF THE HORIZONTAL WIND LOAD. WHEN, 7. gI � ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS READILY REMOVABLE 2. TABLES ARE FOR 80 M,P.H. 'MINDS OF( LESS G. 4"x4"xTia" ALUMINUM TUBE 6061-T6 QAlip: OMS F�, TRANSLUCENT OR TRANSPARENT PLASTIC NOT MORE THAN 0,125 INCH (.3.2 min) CAL EXPIRES I L ;j I-0'' IN THICKNESS, WIND LOADS SHALL BE APPLIED TO THE STRUCTURE, ASSUMING 3, CONFIGURATIONS IN TABLE LIMIT THE COLUMN LOADS IT IS FULL`, ENCLOSED, TO .7501 OR LESS AND 12' MAXIMUM COLUMN HEIGHT. A - F WOULD MEAN COLUMNS A 1HRU F ,ARE Q,L FOR � LIGHT AND VENTILATION 4. A CONCRETE SLAD NO !_ESS THAN 311" THICK THIS LOAD CONDITION, acP►aea ! SEC. 3118. WINDOWS REQUIRED FOR LIGHT AND VENTILATION MAY OPEN INTO A PA110 IS REQUIRED, USE APPROPRIATE DETAIL AT COLUMN _ II STRUCTURE CONFORMING TO SECTION 3116. TO FOOTING (SEE ABOVE), UPDATE STAMPS 7/22/98 UPDATE TO 1997 UBC date deecdp llm • REVISIONS flup@_@Vr� �� r, J08 TITLE SHEET TI11f�� Q CT C0k4MERCIAL & PATIOPAI- 1O COVE _ JOB NO. 97057 _ RS___ CONSULTING ENGINEERS/CIVIL AND STRUCTURALS TR U CT LJ R E S �� — CHECKED J.D.B. WE�TERI1 AWNING COMPANY ALLOWABLE SPANS , REQUIRED COLUMNS -- � DfiAWN T.0. 2 I �c 1519 WOO Volley Highway earth / Suite 101 / Auburn, Wo 98001 / 206-833-7178 SUMMERW� 11)612 8th ST, E. , 98390 FOOFOOT'ING'S"FOOT'ING'S" DATE JUNE 199'' SHEET N0, 97\97057\02-0517.dwy Drafter Name: A. MIOTKE Plot Date: APR 05 2002 12:56:43 1 Lo9l Modified Date: APR 05 2002 12:56:37 + Submittal: FINAL SET NOTICE' IF THE PRINT OR TYPE ON ANY Tr� � Ir � I � ili � I � iI � iIIIIrIIill � il � i1T ..rI � r_I- . .(_I.r_ � r.lrll_r ,.III ..r� � IIILL.j_ � �- IIIIIi � i1iiIIII il ; ffliilllT -TTr .� L .rl Ti7 � i � fl- i � 1 il � i i i i � 1 ( I 11 1 1 1 1 1 �1 1 � ► r r' � 1 l l l l iii . .-.�7),� ! 1 1 1 1 1 - IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 � I � �.. _ 5 6 7 S _ 9 - 1 U 11 12 Z t C� IT IS DUE TO THE QUALITY OF THE _ - - - No.36 A_�.�,,• / ORIGINAL DOCUMENT - - - - - --T- --�-- _ E 8Z SZ LZ 8Z 5Z � Z EZ Z T7. 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X /r 4 8'-0 11 er7fl 77.31 COLFG- - 9x10 16x]] ElCDCI'G I -J I .S _ 24-37 CD'CIG Ill 23 17133 U(UEFC 1J 6 111:70 -2�■Jd AcG 11.61 17.]4_ BI:GCFC '25:T 71. 7 31.39 LCO_ 2435 �1+41- CGEFU d'-U , _�- r ■ -_-__ - - -___._. __.-_ __- -_._ _ 9'-8' 9 fi' IBN31 72,38_ COCfC U■I9 _ 78x7! _BCDEFG T-6' 15.31 74.30 CO[ T 11,23 17.30 LQlEF9_ IDN]( 74v36 DEG IIR';1 17,51 BCOCC J1 JIw41-- `fkG 17KJ�- -21NE1 - _:;fJ '9'-9r • IC -0 I2'-6' 18■33 22■40 DEG -__9m19 _ 1843) CDEFC i1 -tl I9r34 _ 71.41 _ UEC t I:a.l I r fi __ - E. T.S. .5 SQ, % ill j_-EUEF� 19rJ 24.40 DEO IIx211- IIxJI C F'G 71■ 3 %11 OE _ I/x3 71x/ CDEG -0 A • ♦ • : • 14'-0 12x- 18%75 ?3x47 DCG 9919- '1fiK33 CUEFG t4'-6 19x]8' ?4-43" GCTG- 11x23 1 x 3 CO FC 19.3'S� '24Y41 OFC I1y21 177x]4_ CDEFC _ 714!9 JIr1B-- IX I .15 _11.11 CDEG 14,- t� r 1 18.78 22.47 C L G I IN?3 17635 BCDEFG I -} IPr70 2%43• CDEf1'- 13n28_ IBr3U (3C11C 17 0 18+7° _ 2?r4? DCG I..?I I7x]S BCUEFO 2 i4N! ]]rip DEO _ levjl _72x,} CDC b'-Or tir F. J SQ. x .1i�5 nl�'MINUN MAG'tUN �.OLJM N~ '• - - _ 1 ♦ 10.30 12x4777FrG 11.13 17x]5 BCDEFG -9'-6' 19rj1 73x42- CHEF, 1]:20 _ I8.3U _ 0) r6 -10.30 77. 2 -l1CC 12.7, --17x75 ©CDCfa 24.1] JJ.40 ~UL-G _ •tla_-17 71.13 CON p' ,I t °.77 72,12 _GC0 11x2]_ 11x]5_ CDEF•G 13'-0- 18.33_ 13x47 '_ Of.c _ 13x70-� 18.3(1 CDEFO 18.77 _77.47 DEO _t7■;1 17.33 -CDI'F0 21x4] 37.43 DE _88.2: 31x4]_ CUEC t2r-0 G. 4xK4xX�11 ,,LUMINU^I TUBS 11�5J-rs Y M A i • 11'-O• I1'-0' 18.35_ 27.19_ 0LC _"-li.:] -77.65 CnEFG -,J'-0' 19.J6 _ ]x12 DEC �_ 13,28 _ 11x3° COE'FG !Ru]4 _ '•7,42 OEC 16■l7 17x3 COf-f0 _ 7/x43 33.15' --Cy- 1%13 2147 CDEG -17-- a • - e -0 10'-9-17`.26 29,31 _CDC , I]■7B _ '7x25 BCOEFG II'-9 18.37 3-4;4 +CCCFC^t 11.76 IOrJ7 iWifF�'i 117 0 r:S Z,r40 DEG 13■79 i0�3e' BCDEFG 2C 0 _ _ --L- __ _ � 3 ■4a R( 19.39 22.45 COEI R 'F-o' G -1. 9'-] 17,79 -.^!2436 Cal FO tax?5 1RxJ5 BCDEFG 9 -3 18.32 74.4^. _curr, _I4a7_8 _1805 COEF4_ IT.jj 71x40 !FF -13d7a 16.36_ 8CDCF 2x1 3.17 EIEC 19,39 22.15 f.DEFO 9 -G� _ 25v4b ■42 CC 19.39 22.45 CUCG_ I? -0 t2`0 10'-a' 17vJ7 25.31 DEC I ■2 IavJS COEFG II 9 1tiv32 24 i2 DCG I,x7U IBx!% _CUEFG I1r] 11.40_ !■Z6 29136 (*lrU I4'-0 10 -8 17x31 75.36 UCC IJr25_ 10.35 CIICFG I-I 9 I ■}4 74.17 'DEG -1,x68 I°r]'7 __ CDf.G ILJI __24■4- L�'4-"��----1]a.6 _ le■Je CC'fC _ 15,16 21,17 DE __I 11,-2541�f C2rIB _'_pE C. 14x0 7 B-0 9 -° 11x37 77+34 DCrC -1J% 7 16+]) RCp(FO . 25., _ COEFI: 15xJ0 IDr]0 BfUEFC1 IU'-3 IBr.I�- 26,41 OEO 4r2B IB■,11 ^.DEF'C 19'-Or' -2111 3'7x1 - -(£G 70►/1 IC 2JR4b CC]EFI 8'-0' 7 t t - - �`-- - - _ - �F- �3CDEFO 27x4° .1343 `DE-rc• 70.4 23x,5 CDEFn_ 9'-8 COLUMN TO FOOTINGS 9'-8' 17x37 27,]4_ CDEFC Il�27 188'!7 BCDEFG 9'-6 IBr.31 20,'15 CDEFC 15. 0 - 0-ma CDEFC -_10,32 :6■41 Dt"0 IIx IB - 18x, - C^ FG l'- ' 11,34 / D'C 1- I x-- _ - I6■J3 25x41 _DEG 14728 0,37 CDFFG 27x46 v45 DE 20.,41 23x45 COC _ 12 1-0* 14 - N r _ v x - ■ r . x r _ IB,J3 25,41 DEG 1 ,28 2°x32 __CDEFC 1r/ 31.45 I)�- 711r 41 _ 13x45 _ C G I/ -0 _ 9'-0' IBx 7, 77.38 COCFC _74-975^ -19x. DCD�F, 7 '16x4 UEF'C lye:Sl 19%3U BCDEF a'-9' 14.34 28M40 DEC, 15.79 14.:+7 8mEF6 I -•9' 28.45 31x15 WA T;_4_2 ' 23,47 CGCFa -8`757-1- 140110 0'-6 I rJ4 27.J6- COEFO _29x37 CDEFC _ 9 ] 2nv Jts •.`6x4] cD ro --6x I 19.39 CDEFC 29.34 --26.40 DCe 16,29 19,37_ ce!'rc `?j 48 04«49_ GFe '-21■17 - 23%47 - Cr F6 _Br SEE FOR COLUMN TYPE '8r 11 0 I0rJ4 27■]d DEC 14x?6 '9.37 CDEFC 10'-J 20x.)15 26.43 DEC 6x I 19+J9 CDET'C I�j4 26+40 DCO I5.?9 19.37 CI)fFt. !'6r/ 34x4 DF. _T17-4 T_ 23x11 CDCO 17'-0' la 1+'-0" _,8x31 27,30- DCG _ 1,x2R IUx,1) CDEG ,0'-] 70,30 26x1 DEC tax]( 19M79 C�)Ec 19y31 --26■40 DEC 26,21 19:71 rnEc ?Bx,s 04.45 21,16 -��:�i D 14 -G _ FOR ATTACHED STRUCTURE 9 e'-0 a -6 F9xJ, 79.,J6 _.0DEFO 1Gx2� 19iJIF- CDEFC 9 -9 71.37 7k4 :9)FrC ;0.]2 70.40 DCI7EF¢ 9'-,a __20x.35 07x40 BrG 11x31 119x33 - DCUEFG 16 -p _T4 -T4;-4y- Dra 71x43 7444 COEFG 0 -6 IOx7 19.jG CDE (- 1Gx�lb 10x]8 CUEFG e - al:T 7.+ -CDT�'�` 6x x40 C C 20.38 -?740 --0�-_ -13x3 _1{-2x.0 COFFU 446 4■1 DEO 71x4] 24x4)- -C �4T 6� i 2 ar I 4 !g!" D 0 1429 19.38 CDE C �U 2-SF �13DEG �IOr32 70.40 70 _2Gr C r7;o DCO 15x31 29.'3'1 COLFC 294,8 34.17 DE 71,43 2,x41 COCO 17'-0 9x34 UEC 15w71i Ip%.3e C 9'-9 71x3 _77x4 DEC I6v32 70.40 CDEG R 2)x40 DEO _-131 -19+34 C(lEC pxl� J4■17 11■4a 21.41 OED IU e'-0" -�`- E'-' _ '2ER]8 27.47 DEG 16.3 20130 BCDCFf 18' 0' _ _ r12 - - - -+- - --- _ - - _ 30■11 35x,7 DEC 22.44 _04.49 _CoCro 6' E , FOR COLUMN TYPE rCr 'D" dI xE• - - -� �_ 71.36 ?7x47 DEC ICI■,11 10.30 CULrG 30`x4 5.17 a0~-22x1.2 -rl;4 CUEG 9 -6'- 1 2-I.]6 ` 27.42--�-DEC 16.31 _ 20-39 (])FFG" ]0x47 _j5x,-; DE 7i.+4--`3i.�,7 -coE:c lz'-0" 9 FOR ATTACHED STRUCTURE IT- _- --- '---- _- _ 7!■38 77.42 UCG IB.?I 208.19 CDEG 30x11 J5%4I DE 77v43 24.49 OCG - 1x'-o' P -U' 27xd6 27.43 • D 16.x73 70x40 (3CDEfC 15' 3- ]1x47 38x47 _06-20_ 2IN4 75.49 CDCFO 8'^0 tl - --.--.- 12r3� x4 DLU 16x3] 70x40 CUFF JIx11 20x1 000 tt7x11� [ 49 GDEa22-]S '17.4 DEO 1a.33 20.40 CDCIa 31W1 ]Br4 DC 22x48 75.10 CDEG_ 12'-0- --� -- - 22.35 ?7.13 DF9 16933- 20.40 - _(D E-G 1x1) 36.47 OE 27.48 2B%4B DE'4 14 0 1a ° ° i'="9T - 231371 - 2°x43 `or.0 1713 _ 2n.-4-Tr- BCD a -1�'-t3'` 6227 38.4.-- OCG a3.4n 75x10 _coero a' 1 SEE V---; Fr,( FREESTANDING STRUCTURES tlr4J -DEC 171!3 10.41 CDS+ ]2+P/7 38.49 me 73,45 Z5.U0_ CDCO -,r7-,'r- -2 9 -` 27.38 28x4 _ _DIG t�3- 70N41 G)L'Fti 32x47 36+49 �D 6]x45 _25x90 13 8'_p - - -- -- _-_ 27x76 29.43 7 DCC- 'VN3J or41 CDG ]2x43- 30819 11�- 7.tvnB 26.'77 DEO U'-D' _ _ 7 -E `21r 6 _74,47 pC0 17x2 7x11 CpffG 14''-0 33.4 -36.-1 I DEC_ 73147 _ 2S■DI CpCfG __0767-111 3 _U_ 21.]6 IBv42 U(G 17X 5 71.41 CDCrO 33.,47 36.51 -ITC '11 47 2971 -CBEC `06 ?IY']6 _ 29N4 _ D[fi- •13„33 31m41 CDEG -5..7 _35x51 -7jw4 7yr91 t G 17'-0� BEAMS TO COLUMNS 14 -D -`- a�x.1D 19Mn2 DE6 _17x75 Dli,l CDEG •!47 3 N I DC JN17 25.51 DEI 14,-o to 8 -D -- _ 3 . ° ]ON42 _-0�0_ 26.]6- 21.42 BCDEFG 13'- 3 .4p 37x91 _ L1E0 24x41 _ 2ON51 _(SCG_0'-0` 11 B'-6 _ 26x36 JOx�2 pl0 IB.7S 21x4? CUEFG 334/9 _J7r9t DCG 74x11 2SN51 CDEG 9'-° - 12'-O' I 2'a■ 6 30x42 oto -IaxJ9 21"42- CDEG 3- woo _ j7Zi D,.4 26.y1 pEU - 1aT-Da 25..18 _30%42 0.0 --TF-39- 71,12 _CDF' .a9 x I _ 24.•1 _-26;91-�" DEC• 0 1 - 1 2 3 _ ,--,1-- ---- g•_fi I- -h- - ---_-- --._ __ 7 -U 75,77 3ON13 ` DEC (1x78 11.42 CAErG 1 -0 74x48 37x67 UEO 74N4B 2(9,57 CDG a -0 15 SEE DETAILS 1 d( 12'-0' I-- --- - - - -• -- -- 2�3 30x4] _DCG la; 21«42 a)EFC 4x18 CJ7x52 DEC_ _24x48 23x5? COCG_ w-6' 1 T 1 T T T I 75x.17_ ]0x4] 01:0 .'5x36 21x42 CLEC 34x49` 37■52 DE ?1x4tl 7tivti7 CDEG 1Z'0 ---- -_- _.------- - _---` 25x77 _- _]5x4] _'EO `18x:1(1 71.42 MEG 34816 37X57 DE I 74.48 28x57 UEC 11 -0 F*',OT'T . At COLUMN --,,WA 6--lJ'ICH STEEL C-BEAM MA; Imam 10-INCI.1 STEEL C-BEAM uAxIMITJM 12- INCH STEEL- C�-BEAM MAXIMUM � TWO 1?-INCH STEEL C-BEAMS coLuw, 7818. ao N f4EiCHT COLUMSPACIN FOOITf4G SIZCS MMD COI.U4N SIZES _ COLWw FOOT114G SIZCS ANO COLU494 TYPES ----- COLUM14 FOOTING ;IZE.; AND COLU1N,IYIFES COLLUN FOOTING SIZES AND COLvW TYPESS HEIGHT WIDTHSPACINC FRLC5TANDING ATTACIIED �- SPACING - ,NEE S1�AND)NG AT(ACtEJ SPACING EIEC STANDING ATTACHED SPACIW r1EE STANDING ATIACHE�W SLAB' W b 541E COLLAIJ W/ 1W/0 P.B COLUNfI W STAA' W%0 SLABCSl.IIiJNW SL,pg W p SCAB Crit-UNN Wl'%AD W/OSLAB OrEa4 W SLAB W 0 SLAB COI_tAw W SLAB W/D S4j C'OLUMIN. FT. rT. IN. _ _ IN. IN IN, FT IN. _ IN. IN. IN. FT. IN. _ IN. IN. 114. FT. IN, IN. IN. IN. FT. rT. Rl� f. / { J B'-0' 15'-0 IDr70 74.37 DEC 8.10 IBx]2 BCOEFC 27'-0 23x76 J2+/4 DCII 3r.2B 18x38 BCOEFC 30'-U" 77NJtl D6r17 i - 4� I OCG 1°x33 29x40 B^DEFC ]3 -0' 71,38 ]0149 _UEO Vii`_ ?1x11 IOCFO '°'-0' D- ,y I IU.JI 7x39 DEC E.IS _Ifi%3? BCDEFG 23x38_ 32x46 DEG 1JN2G 1°NJR BCOEFC_ 27.40 30x49 DEC 18433 20-40 CDEFC 28x,1 ]0.51 DEO 17839 2IM11 COCFC_ B'-0_ yy c ffl 12'-0' 19.31 '"x11 DEC 8.15 IBv32 BCOEfG 23x41 _ 32849 _ DEC. _1.1x21 t! <]G CDEiC. 27,43 36x52 DCC IBr3.3 -T,);-40---171-11 Fa20.41 J6r04 21 t4 CDf.0 1?' U r JIRUCTUR,4L p Qr i 1/ -0' 10.36 14x1 CC 9x15 t6■ 2 CUEFG 73x43 - S2r91_ UE -13.26 ___1°.36 CUL'rC _ 7x15 J6N55 E `IBxYS3- 25x4'-0� CUEG Z°r49 30x66 E )7.35 ^.Ir41 CDEG_ 14'-C1"_ '1•t(.I.p'l� 4 B'-0" 13'- IpxJ9 74,36 DEC_ IOr21 17133 UCDCF'G 19'-0 21%]5 29x43- UEC 1S.2U tUaJe BCUEFG )t 26 -0" 25vJ7 '34v1G DCC I88J5 `'?1..44? CDEFC 337-0' 28x42 30x4-9 DEC DUx40 ?3.45 -f�EFG k I9.J1 24..76 DEO 15x21 17NJJ OCOCFO 7--IrT "79.45 DEG 18x19 7NxJP _C1 U J� � 0� 28.35 J4v411 DECDCC 1 •: _ IY1. 15C f0 BN4.�- --3-(�1 25N4 x4, C 9 -6 Y _qvJ3 2,r1U DC: _10471 17«33 UCDEFC 71,40_ 79N4B_ 0 _15.79 19x38 C1 FC 20x42 34451 _ -16v.I9 71x47 CDCC 26x44 JBv54 __ DE 20x40 __23x45 _CUEG 12'-A NO 4370 r� Ijt' f, IA-U' 11rj6 '1x,2 1 DEC IOr71 17x13 CUEFG 71140 79,60 OC 10. -Tf7i C(.0 16x44 =I N4] E) 6x37 -21x42 Df.O '20x4° JOr --j--- 17■1p 2 ■, C$[�!f I,'- e I 1 -9 x �17Y47 -aeo i2■' -(755(2 "li2L�fJi - 10x41 77r - - 5 - -� �-• ,_ ,I r- --•I�- _ -Til.(: -TT4'.{i )o:.j9 H(:[)EF - - 1.4 x r, 443-" 'Fo- -J1'r'o JIr4 m■,5 DEC 2:.4 ! 24.4 cSEFG H'='.'�'' 1 c'/ ,•E. 9 -6 N C_ 22.47_ D _'-i2o, -2753 fL()EtG N4T-' '� .4 _I3CG 0x.1` TE)o cDFTd'- - /:�o -' 4%� n _ ! N _ � 'dWYN - --3lr,b-'.-fER6;- _-fid_` _a .,�'-'�;,n _ CDEu -e �,� P IQ �-a\31 I Tf� 12 -0 _ IU_r�7 _7Z■4T1 DEC Zv2J -17N� C EfG 19%/1 77x7(- !)Efi -2Gr ) 20x39 CGCFC__ 67,40 `34x49- ---UL -1-9-.j9 2784 _CDEG_ SIxIa JUNt4 OE 27%45 24x4`5 CUEG 17' 1 14'-0 tBN.4� ?7,41 DEC 1?., 17x]5 CDFFG 19x42 7 x49 _ 16x-31 2Ox39- CIYLC; 27x40 34x57-- DC 19x39••- 27 43 CGFC JIv4° 38,06._ E __ 72x45_ 24x49 _DE:: 14' IIx}U� 25,35 DCC _ ISx26 Itiv J9 BCOCfC 1 -6 10.47 -16x4? -OEc; 17x33 20■,! BCUCFG 21'-6" 28.42 _]7x112_' --DEC 20x40- 67x, _ G1CFC_ 30 -0" 3Jw 48 so-R90-�- DFC - 7!447_ 2y 51 _EOE G - - ° \ p •� + I// r TAT 17x30 25138 DEC 23x76 I8■36 _ 8'(l1CfG ZONIJ 76x47 DEC _17.]1-20.11 GIFFC 28,47 37648_ DCS _ 20840 72.4S CDEFO Jx,a __ 36.50 I DC ?3837__ 28rtl1 CDEG 9'-8a -- �_ _ -._.- _. 12'-0' 17x32_ 251fF1 DEC 13x28 IB!]0 CUf.rG 20x43 68,41 G I7x 3 20,41 CDEFG 28x4: J?x49 Dom- 70v40 71x45 CFU' 3]x46 _30x04 .- OF 1]x47 --?5x81 CUEG- 12'--0- 1 !,1,0 X17134 25.30 Or.0 IJX26 18x36 _ COCFG _ -- - 26 ,/;D 81• _ ; I 20,43 76x49 LIF 17.33 20,42 MEGCU _28x42J7t81- DC 10x40 72.45 CDCC ]3x,6 J6NG5 E 27x11 25x61 DEI: I4`'-0'" t 7 B'-0' 10 0 17,34 27x}8 - DEG 14x27 1807 BCDEFG 14'-3 21.44 67,17 DEC 17.30 Z1v41 BCUEFa 19'-9" 29x41 __33.48 DCG _ _20'.141 2}.46 CUEFG 28 011- 34v4B _ 37x6? DEC - 24x48 2ix-51 CDEFC 8'-0 -3 Q T) l��IpE_{ 9�6" J 12x37 2)x 11 V DLC t,r2 -IOxJ'/ SCOEFC__ 21■/4'-17x17-- -DEG 17NJ5_ 21x11 COLfC 70x,7 ]3,48 �DF.a 20x11 23x48 U)E G _ J4%4B 3IN5:_ �DE -23,48 -2(1.91 9'-B' �� -171 (�11�(LL/� E 1 12r OT-I l7NJ, .39`_ fIEG_ 4v 7 IDN]) CDEFG 21x1 X47 _DEO _ 7S�J ��IN11 CpEG_ Z�r17 J3x4e D 20!141- 27x40 COED- 34:146 ]''637 -77c:7-- a4%4r_ 2aN91 _I)CO 12'_-0" f �� < yQ • �` �,tll �E9 14'�� 17,31 77x311 nEC 11x27 _10x37 CUCfO _ 21,14-' - •21X21 I)F! 176]9-21,,1 CGEO ]9x4? -3]x49-- -_. _70x11 -23.1a CDEG _ _ 4x4)1,_ 7.ST_ F --24m Al �lTllx61-_ '[)f:0 1,'-0_ F OF 0 6'-O B -] lam J_5 -'0 E -DEC 14x29 19,31 _ OCOCFGJ 13 - 77.48_ 2Er4/� -�G _TN3B- 2184? COf,FJ tE a 0x4 34x4) CEU Ix -94x4 CIJEP6 76-0_35vU0 JDvB? D'C 20■n 20x J CD FO a -0' 9 IevJS 75■J3 DEG- 14x78 17.37- C1)Cfc7 I 27x15 _iBxA G 10436 _-21x.12 COEFC ]0x4 ]4x7 _OFC 71.4} ?9.17 COEFG_ JxJO 30x92 UE - 25.49 _76,53 `G)ta 9=01 �uIN 0. 170' I 7/�J' `T••r��'.��t0' Q�O s� _t 0 laN35 2tl.JG DEG /. U 19x17 CUEIG 111 :17x16 7b%4�- GCC )8x36 21x42 CUCG ]ON43 _ 34.47 -E_ 21.4 74!47 _ Coca JrNt10 3flN81 DE 25x49 26,93 -DEO _ 11__-0' �� 11(15 or�A�, �� 7 Q n 14'-0 Itlx]S 1B■JU DCE 1,N? IBx 7 COFU _ 7x42_ _78.41- OE - IB.JE_ 2184 CGCG -"--' - - 35x90 9x56E 75x4fl 1a% ] OE'C 11'-0' (•.1115\1\�� y`, IQ k.1 34x1 Dc. 71x43 1,.11 IIf4 �y IOx3G 28x34 oEr• ! x U_ I9xEU UCOCFG 12'-tr 2}x46_ _1-'x49 DEO T8wJ) !TN _CDEFC -17'-8 31x1! _35x4 -DEC 27.4, 24x,9 COCfC 747-9- `7v4U 40x5? DEc 25•!131 x54 _CGCG ° •0 9 ..• ((A -3 9 -8` lyxJ6 7P•36 OEn -_15.77_- !5x39 CDEFC 73N/B 78v40 DEC 1°x37_ 211143 CpEFC- J1w14 3x1 OLO _21x11 24w,y WLO 37.4P _4P.5? OE 29vC11 ___27NG4 CJf:G~_9'_8� 19x2_ 8 2UNJG_ DEG ISx U 19x19 CUCTG _23x46_ 75x49 DEC 18x37 11.43 C _ })%44 -_]5x41 Di- ?7•:4� 74.49 _COCU 37x,9 10%S2 DE ]5x51 27x54 DEC 17'-0 ��G' `^y Z �V (7 7 -x � m 19■30 �29.J6_ DEC ISx30 10x35 CUE(+ 73x16 -2ar,p DE 18x77 41v4) COEC -11.14 3 _ `-DE ?7x44 24,40 (KC J7r+Y--_25.92 E 29-x51 %6, DEC IA'-0" r L� U.) ,ML n 3 10 a -D H'-]' 2UN3U -35x]6 DLC ly%]1 IUv]9 BCOEiC_ II'-G 24x15 __19,49 DE(i 18.�-r�2�13` CDEFO I6'- - �"'a- r - - - -r-x•- G) ��? Er 0�1� 4� _ ]2x11 38x4c" DCG 72445 25n'Ir3 COEfa 27 -B 3exd0 ,7150 DEC 2B+"J1 7)x66 CUEG__ 8 U _ 10 �yA■� CTU fl'-8 70x70 3U.]°_ --DEC- 16.31 19x]9 COEFc 7,x16- 2C.4p' OEO 19x __ r ,2x71 -30x47 OCC 77x25 x40 _CDL-0 _JBxSC' 41880 D . 1 7.55 COLO _9 -8 I:+ �`1(�. 336 m (� ' `� -p. 27N4J CD,F'0 _ _ _V y OZ l t -0 Ovjtl _'�GvS•e .0 IBM 1 _ IIi.jG_ C C� 4,46 7 v4 l 1�]D �-77x1! CU 32.1, JOx4 [ - 2245 76R,P CDEG J8x 0 _,:IN80 DC 78.51 71x56- 'DEG I1-0 1/'-0r 70.30 J0.]F- OEC 154]1 _ 10.36 LbEC _74.x5 _7944 -! 19x]6 2.7N4J•``_ CDE^ _ `j2■41 JaN17 _!(K'_ 27.15 __-25x49 UCII 38x50 •`2■50 E __26.!11 _ 77x6 DEC U'-0 _ _ 'I b 4�4 �•Y1 c _ _ o TO tl B'-OG e'-0' 21%36 -30xJ1 _ UEG IOv37 20.40 BCDEFG II'-3r 75x4° _30.49 _UCC 19.39 12x45 CUEFG 15 -9' J7N, -3tlr 0 UEG 1.2,45 25,60 COCfa 22 -}' 38852 42157 C1EC ?ON;S:, 28%!25 _-CDEG 8'-U II _ _ _ _ 9'-0 - 21«-36 70.]7 7EG Itlx12 20.40 CUEFG 25x40 ]0%�9 DCO 16x39 22x4. C@@:GC 32,47 ]0x90 DEG 73.15-- 29x'50 CIk:G ]8x52 /2451 DE __20x33 _ _78x57 _CDEG __9 8' c�� I•�• (� - 12'-0"_ 1x76 ]5,77 CEG Ifix,12 29,40 _CUEFG 25x48 3Ox4U DEC I9x"1 r - - 1 EdQN 27u41- CDEG ]�-t/ 50,50 OE 2)rJ5 25850 COEC JBx52 17.57 DE 25133 -20x55 DEG 12'-0" UG C• 6 21■]° ]Gr J7- DEC -16,32- 79,46 CUEG -?5.,4fi JJx4p UE 19.39 _ 12816 COEc;_ _37,27 3°X50 DC 23.+5 - 25xor) Dt0 J8N52 ,:!.52 E ZGNSJ ?cl%85 DEU _tA'-O" l tri t2 01-0.. 7'-°' 22.76 74vJH DEO -16x3} 2U■40- _UCDEFO 10'-9` 75.ie Jlw,tl -DEO ."0x40 _22x47_ CUEFG 15 -J' 33x47 - - 36851 DEG 23,:47 75X51 CDCFC 21'- )9x52 4.1x50 DEG _ 77,53 18x57 '-CDEG 8'-0 112 ^+ aP 12x36- ]Ox]tl -DEC _10.33 20.10_ CUEFG 1Sx1tl JIN,O - DEC - ?11x40 _ 2?MAS CUEFG 33x47 JUxSI__DFG 1]X47 ?5151 CDE, }9x52 41x50 -E)E 7/N5J -21.2 ' CDEG 9' 22,]8 JOvJ6 DCC- 16x]3 dOxIO CDEFC 25x,6 -})►4B- IlC 2DN40 274,5 CDEG }]N,7 36851 Dr_ 23,47 7yv51 CD[G D9N52 44x50 UE 774 ] 2BN'S'1- DF.0 12'-C)c e EIII� "�, 1,05 14'-Or 27x36 30.:16 DFf I6%33 'Dr4a COED _ 75.40 J'. 48 ---TIC._- _75,40 2'1849 CUED __ `- - -- - �'-' - _14 Jar/7 J6r91 DE_+ 2]x47 _ J5HB1 (I[C 79,5, /h150 E 27x57 78x57 DEC '-0' EXPIPflB 7'••3' 23x76 JUX3N UEG 17x3] _ Ux1I BCDEFG D'•6 ?6.40 34c41_ 26.66 DEC 74!11 -76.F1 CI)EFG 0'-b TOY__ 4,862 DEC 7%x S3 _ 7UN97 CUEG B'-0' 13 -To-.39 20P41 DEC 0.,41 2.1148 LVtFG 14'-6 2 ,. 9 6 23.36 30.]9 _ UEC 17N3J ?0x11 CDEFC 16.4P -LDF.0 -70.41 23N2tl CUF'FC .14. 7 _ 36x52 U_CG 24x,) 2641 CDEG 45,67 44,67 GDC 27.55 7 _CGCG B'-8' E�7(P1p�t'� ! F (D 12'_-0' -33.36 3Dxj9 UEG 17x3] 20■11' COEfG'_ 28x,0 J7r1e Ik: JOvJI 23.19 CUEG S4r17 38x57 _ OF 24.47 20.51 (EG 40x57 44.6? OF ,2/.55 ?Fr97 pCC 1j'_0' 14'-0 23.3E 30x59 _ OEC 17x37 25MI1 CC CC _ -'- - - - 14 26v4tl ]a14tl GC 25X41 2:Ir�8 Of.O_-__T4 _ 11x47 J6x62DC '74647 _ ?8x51_ (CC _ 4oN 2 44.52 [ 77x35 69x57 DCG 14 -U' 14 °'-0" -7--o,- ,fUr40 UEC - --27.35--71.51 E3CDLFG 10'-3' 21.49- 3 840 DCO 21.4'-- --?Jv�h'( Ct"C• i4'-n" 34x48 _ 37x52 DCC 2A.iB 28,62 COEFO Iq' 9' 41% 2 448 DE 2Nx5S 2yx811 CDFC - B'-Or 17-` - --�_ -- _ - - - - - -- - - 24x38 JOr1n OCC )7x2 71,41 CDEFf _�1XID ]]x48 OLG 21x41 13u47 CDEiC_ 3_Ar,B _ J7XOa DGa!_ 66x48 70x57 _CUCG 11x,.2 44x5,1_ 7E ' 2B%55 79,88 -CDC(I` �12*0" 24.36 30.40 UFC- 17x35 21N4t CLEC 27N�n 33.48 DE Z`.41 ' 23X41 CDEG J4x3B 37,52` - D[' 74,16 26,52 _ DEC_ 41.5E +,4.5] DE 5;-53- 1'5«68 DEC 12'-0' 5/4/02 I.'PDATE STAMPS -14 -0 _74,38 _JUr40_ _DEC - 17X75 ` 21x11- :17EC -_ 27,49 _J3►48-_-DC 21x41 _7.3.47 CDE, _ 34- v48 _}'x52_ D. 21,46 78.57 DEO 1x62 Nv�6] _ E __ 70,95 2989° DEG 14'-C 15 °'-O C'-9" 26,35 J124f1 UFO Id-35 21x42 CDEFC 9'-9' 77.60 J1rIpV DCO 71.4,1 27.47 CUEFG_17 -6" 15,4° 3°x02 UEC- 24,49 26.6] COEfC !6' t'" 41x62 44.53 DF 20x55 :p.6� CDEG 8•-0 ?/1'7/97 REVISED 5' L 6' HAf1IUM GUTTER 25.36_ 31x 0 DEG IBNJS ?IlC7 CUErC ?1x60 73x49 CIEG _ 1■, 23.n7 - CDFFO 15■18 - 8rJ 62 - _UCC 74,19 ZON9} cd U'' 41x52' 14.53- C�- -?B.u3- 79%69 WEC _ 9'=fi' 26.JE ](NIU DEG 18x39 71x41 CDEG ?7x69 33W9- -DE .^1x12 23X41 COEC }gx4fl 'JIN5? Df. ?4r4y _ ?6x5 _ CIL 41X - ` JI■,U UEG 1B■a. 71v17` CDG s-- - --r _ _ �J7 ,4% } -OE 28.5'5 741GY pEC 12'-0" data dsscriptlon SyR E -y 27NJ0_ 3X40 DC 71.43 23x4%' DEa Y.3X1 JBz57 UE. 74,49- .6883 UEC 41X52 11x5 E 2°8!15 79X99 DEv" 14'-0 -_ ---- _ REVISIONS j +� 1 JOB TITLE SIIFET 11TLF 97057 G°� Cr' R C� COMMERCIAL & PATIO r JOB NP, 25 PSr .SPAN TABLES �-- STRUCTURES � CONSULTING ENGINEERS/CIVIL AND STRUCTURAL CHECKED D'D'B' 1 W�STERN AWNING COMPANY DRAWN T.O. i 1;4�,12 Bth ST1 E. � 1519 Went Volley HlQnrvoy North / Suite 101 / Auburn, Wb 98001 / 2065 3 -833-7776 SUMMER, WA, 92300 JUNE 1997 DATE SHEET NO. 1`,97\97057\3-057.dwg I Drafter Name, A, M117TKE I Plat Date! APR 05 2002 1215946 1 Last Modified Date, '�R 05 20OF 12159111 1 Submittal, FINAL SET NOTICE: IF THE PRINT OR TYPE ON ANY Tri-11I � � I � I � 1 � � I � I � I � � I � I � II 1111111 T1r( I�T 1I ' �11T riTITTi' IIIIIII IIfII 1 ; 111111 I � Illlf 1111111 i � llf Illllilf 1111 ( 111 I � 1 ( 111 1111111 i � lllll 111111 I ( IIIjI1 ( IIII 1111111 VIII IMAGE IS NO AS CLEAR AS THIS NO i ICE { 13 _ 114 I I Q I 10 11 1 IT IS DUE TO THE QUALITY OF THE - No•36 (111- ORIGINAL DOCUMENT 6Z 8Z LZ 9Z Z �Z SZ TZ I OZ 6i gT LT 91 QT � i EI Z1 IT i I 6 8 L 9 ? fi E Z � 31tl11M1 1 I J I I I 1I I 1 I I 1 If.I � 1 �iIII 1111 Till (III 1111 1111 .1111 li�l 1121 1111 Illi I l 111 111. 11<<llllllll 1111 i111�l1111111 11111111 1211 IIIIIIiIi (III illi .111 (III (ill 111111111111 (III (III 1111 1111 lllllll�I Lill Ll-Il lll� Il,ll 11 Ill lli�lr�ll 1 t. SCIiLrJULE OF MAXIMUM COLUMN SPACING, FOOTING S I ZE5 ANU COLUMN i'fl t LIVE LOAD 30 PSE, WIND = 90 MPH, EXP. 'C' - Tale. COLUMN MA.101. 5- INCH MAGNUM GUTTER _ YA•Iwy _ -S-INCH MAGNUM i,UTTER _ - COLUMN TYPES • • * OL UMNIIA)I IYIAI _4-INCH ALUMINUM I NUM I-BEAM (�IMUu 7-INCH_ ALUM 114UM _I-BEAM COLUMN TRIG. • • • WIDTH IfIGly SPACING F007iNG 21 ZE5 AND COLIA/N TYPES -- COLIAIN ~rDU11NC 91[ES AND CI-ILl11W-TY�_ir� _ CUL(AM _ -' rOOTINC i:'ES_ANO CLLUW T_1PE5 rOL1A4l �UO'�T`Fq SIZE9�Ai(7 C;1LL4Ml 1vPES---'-_--- NEIOHI "" ' " I • 9F'ACINO AFJ$1HO --_ _ AfTA�IICU _ - SPACItoo - - _ F�`S ANO1_NC_ _ AT1AC� --- SpAciNg FPy�_;'TNdtING ATTACKED_ _ ;PACINO FREE SIAMINO AT7AC_/EG A' (2) 1-= -Q• x •072 ALUIAINU 4 • • • •0Sl-A8COLIAW W/ SL/d d!0 CilAe COl L4N WT-AU Y"0 SL A2 CQL!7wN IYTiL.;iB W/o :LA 1'0111611 W SLAB WJS 11.AG-C(Y.IINM 'W 5 W�.AAS COLLAR W SLAB W/0 Sla9 COLIWN W SLAB W/0 SC.AEI CULIWN JWIOTH ♦ • • FT, FT, FT. IN. IN. _ IN _ IN. _ FT IN. IH. IN. IN. FT IN. _ IN. IN IN. __ _ f r, IH. IN. _ _ IH. IN. _ _ _ IT FT. B• 3" SC. x ,Q3L' ALUMINUM ♦ • • • J B'-0 I 6 19x79- - +,r]8 CDEFC B-15 '15.71 dCt)EFG 11'-fi IUxlO 71.77 CDEF-C 8:16.- - 10x31 BCUCrG 14'-J'• I9. ') 21.77 OE Orly- IUYJI H(Y)LfG 2e'-9 25x1] 15.10 I>EC_ -_19071 -19x]y Cl>EfC 9-0 • ■ • • i • 0'-Br 9 -9 -I3 24x28 CDEFC_ Bx le T9g]I GCD[FC 9'-ate 19 1 2,x79 - CDEFC Br l6 --jUx37 H(I)EFD IYk31 ?4x79 _ DEC B+I� -IGY31 BCDEFG 73x75 19■,7 DFG IS■JI _10�-30- C_I7CfC 9'-8 C. 3 SO. .048 STEEL 1?'-D' IJ'-3' lyra] -74YA0 _OEC 8.13 IOx31 DC_OEFU I•'• HiO4_ 1,x41_ DEO- BwIG 16x71 CpErC 1BxJ� 2,'41 CEO 9.18 _16.31 C13EFC 14 -0 I]]• 19075 --24.47- DEC Br l5 _ 13x71 CDEFC -1� 1�r.]6 _74.,1 - .5"38 35.11 _ DIE Isx ) _ I9.7U- (('F.FC_--15-0'- I 2 0' Y Y (YO Br IG _ 18x71 CGG/C !9.38 l/rij- DEC UYiG iG•]I _ CDEFC 25x40 _35.46- I7C IS.J1 IB.J9 CUEC I{' 0' D. T,S. 4 SO, x �N 4 B'•0 II'- itlr28 21.78 CDEFC _ tlr10 ifi.J?- dC(1CF0 11'-'Jr--?pu2B 21'26_ __CUCFC 10■7Q_ /r _ rte_, �T BCDEFG 17' B 19e_29 ' ?2x78 _':G IOx20 16']7_ BCOCFC X13 -1)' 26,30- 3J.JE DEC I r3 70%41_ CfC�'IG N U 9'-8' - 18x30 71x3%_ Ct)EFC dr 16 6.37 BC[xFC 9'-6' 71)x31 '21-78 &'F'0 :0.70 i� _ � 28x - �0 DCS_ 17xJ� 211.11 CUG a'-g" -" C r! B.DEFC -16.71 27x38 _ OEC _IO■70 _ ItlxJJki1;OfC r E. I,S. „Q• x �18• • • • • I7 -0' 1I'-6• Iex34 71-•0 -- CLEC__ 8+I8 16.12 CDfFC IS'�jz- 2lhl, _ 2,r4Q 6E'0 1l0 17.73 CDEFC 191]] 2:.40 � IOw70 'N.]:1--- Cr)EFG 26.E -•�].1 pE- _17x77 --'-10.11 CO I?'-U' a 0' I I -6 1ew]4 -IN Z. OEC -',18- 16■1? Cn G I Uu34 1,■A7 'r'CC 10.20 11x73 CTC _ _ IDr 27,12, 0E0 IOY20 �16v.3 CDEFC _ • ' s 5 B 0' 10 -8 .9078 _Z�Y4 - COEFQ U.�O_ I ■ J DCUCF' II _ ___ ___ __ ' '1 71!89 la.,-7' (ilio I x21 170 _� ._-. _ ?er3i 73.16 DE i7■1] 7ox41 CDEG 1, -D F. 3 S0. x .u75" ALIIMINU�' MAC!'UM " - 8CU�1 C 11'-0' 20.28 ?Irl I _OCQ_ _I lx.^1 17x i4 HOOFED iDr-B r ? _31M/Q f7EC 18'78 -71.,7 CpEFG 8 -Q� -' vOLJM� • • 11'-8 D -B• 10■ZD 21x4, CDE FC 10.70 -1 7.;17 W.DrrU 9 --p 21.711 22%42 _cticr 1 x24 _I?r3li HCL'F.FG 2Da7tl 11E,1 x0 11.71 17�3� ?.x32 Ir40 - C 18.7 I"4? �0�1!*1' 2�r ._ I U I - ��_-_ 6 IOY]? 21.,1 DEC I r0�lT-` IJ■37 E G Ilr 0`- 3tx30' 27x4? 6 --'1702/ 1x7 -C'D� -7U� i• 0 lu'a 19■1 - 78 21.41 -DEO- Ilx?I 1 'JI --CULfC' ■?3- ]'-4z J0)E x3 ?1.�?--cnFu"i '-Us' G, /t"x4'z�le" I'LUMINU'4 TUer 6!'51-',6 �� • • -71■{1 OCG _ IO"20_- _I)xC3 L�FiG 11-U' _ _1{r.r x42' C _12,21 !1x'75_ CD!FC Or78 71M�1 t)EU 11 1' 11x7/ CUErL' 71.3. 110/1 DExJ ^.1012__ _CUCC 14' U / • w B 8' 0' 9' G' 70x20 27Y40 CDEiC 11x27 i/']5 DCDEFO 71 -0`- 12x7(! 7:S.4j _7;p,"cC I I]r20 -10.76 _ 6CfiEfC 10-(3r ?IvZN 2?Y,�---UEfl _ �Y24 1 . BCIJEFO' Ifl-0 2-T- - ' 9'-J• '10.79 17x46 CDCFG IIr1J 17.]5 f)CUEFO 9'•3 J?�?N" �_{3�_ _ fC 13'?U I(Ix36 CDEFC - --r-- 9Y.r _30045 Da��- vCDLF(1 88 17 0' 8Q_ x{0 - - 71.20 ?2c!2 DEG_ 1'1,71 I,Y�S DC,CFC 29x31 30x,6 . 2r 1]_ C[)CFC_ 9' 8'DEC II■?! 1■J5 CDEFG 11'-0" _ T.h:?d _-JrJM7 _ fiFJ I]'?II !H'36 C'DCFC_ 11 2tl- 21.47 1106 12.24 I7t3 I CO C 19x ,_ J0�,5 .17 ?2x4 U)EG '17'-pI• •0 9=� 10..73 2? 40_ GEG 11x23 _ 17x] CUCFC IT -0' ?^r JO ^7.13 r ^ l21.30 212_ DCG _12x71 1 '30 C C �2"_ ?90]4 SOr/!� 07'1- ,J- CDCCB -0' ' '10 1.4p (x7EFG 17x25" IH J9- aCDE7C 10'-0" 2]x78 24w42 CDFlG 14.2)_ 10.3/'y C4J C 9'- ?7■?8- 7.1.11 UC4 t].7 r - ��0'-8' 71.79 ZJY40 CDEF 77. Itl.3e UWEFC 9'-0' 2.1.78 ^4x43 _ CDEFC_i,.2% IB... CDEFC �- 18.38 p FC I)'-0 JOY31 1'1.46 r39 045_ CDEFC !! -0' 7COLDMNATO F 00TINGS 12 02Ix30 23.40 D-G 17r'le 18170- CD-EFS 10'-0 2Jc?R ?,.a] Cf C IIx?)- 111.3: COCfO x?8 _?3',2-!__!)f.0 -'3x26 16x.18 OCUEFC _JOr - JI■18 w30 1?x Ay CD FC 9'-0IrJ7- 73m,40 _ ?x28 I 23.12 DE r. -'3� IOY3B -� 7007 31 16- .39 72x45 CUED 11�_ OEC I?■i3-" IB. 8 G 10 -0 "Jr70 4x42 G 0 11077 �153J UUEU , T�2 .T' I)Ep -fT.j-- 'iH.,18- r r 71- Ud ,2�- -T-1jJ0-H�fG9T1t�" ;14 a 4r B 'B•-'--- _ .._. _ n3O-v �Iv/� -i)Y__ -22x4 ..-.-'eCDF !, - 2 �- -'!-+- o_ i� iwaa Htlerc D lx?6 tel/./? `"oCn !4x77 -_477 DCUCFJ 1e -J 1■35 - J2r� �O��o --2T.49 CHEFU tl'-o' 0'`6 7.70 71,40 I].7 100+]0 rrEf O' a -9" TIr7e 1�r15 •_irf►d 19x2!1 IUx Ja_''CbE�D _ ,x'1H '1x47 UEO iT 11 FFG 1---.- 7'-0• 7!x28 .,Q IJw2 !8,38 CnCfG -tl ?4'%a2•r{h r x -SC. _ -�0'- -77.40' 73w�'�- CDEfJ 4 -6 SEE ' FOR COLUMN TYPE 'B" dE� 15x11 19:38 LDEff 23x28_ 24x42 _ DEI IAYZ� - ;Ow J1 CDEFC JI'J5_ 32.,6 � G3 20.40 -'23.,bt .6 I2 -0• tO F T ^ _!• o74.'0 - DLG 17x27 -10.38 CDEG -9=8- 24.78__ ?4,45 UYG IS"211 19.78 CDEG -DEO - 14x27 `er _ coEG OR ATTACHED STRUCTURE r ---'- I _ - ?3wlH 7,.,2 31%35 _]1x,8 DC 70.410 7.4� OEG I.2i 0 a'-0 7 9 28.29 7504E CUCFC. I•r11 _IDr]7 _B"MEFFG 9'-0' 7<.70 7b.45 C,'c - r T- r fE.G 15x]1 IywJ9 BCDEFG 0 -7 23u2B I -7 .44 USG 14 20 9x17 ` BCDEI'G 5'-D' 77!77 7]x4 LEO ?Ir,l 47x, GDAF'_'G 9 -U 9 73x7 25.40 CUEfO 1,x77 IOxJ7 CDEFG 8'-9' 11►7p- 25.1 _CG.'•TG , _19.71' 19.39 CDEFG_ E3w7tl 741,1- !>E0 14.29 19.3 Cp1EfC - - r-- !2'-0' l:Sx7tl ?6.40 DEG- 14x71 IB-37 COCfC y'-0' 21«79' pN45 DC7 iSrY 111,39 L'D[FC - ■ 7_ DEO 71.11 Sr17 OpEF''U 9 8 1,'-0' �3r Z! 75,,0 OEC IAw21 IHwJ7 - CDEC - 27.18_ 14.44 UCG U.7B 19RJ7 -_t; FC_ 37037 .33«47 _210{I ?lw4 CSG -12`-0''- -0` 8407. .,8 0�0 _Ig-�jl 19x 9 CpEG 27.2E 2,x11 -t]E- I,r?9 19,P - CCFEG r_ 73.17 D 21x1! -37.17 - DEQ 14 0 / a'-s - '- - _ __ /'-e' ?,re - r(,_ F,cc_ Is.]"o 't6, acoEFc I4 - lr3e J,r4B` DEQ=- Ir4 __ ?3■,T _c_Efa / SEE 4 FOR COLUMN TYPE •L' "D` dt "E' 1?'-0 -- •-,_.._,_ ._. M 24w-1 2-e _?b■4 DEC MI - ,_-IUx GOZFC 77:31£ 74x4 DEG 71■/ 1 x43'- CIIEO _..."9'_-E 1I' 0 _ _ 74r2tl 26■,4 CEO 11:13 i�Je'-,:Orr0_ -i%3d'- J4■i6-' w 211. a _? Y,T' _2DEu_ I '=o'- 9 FOR ATIACHED STRUCTURE it a'-0' - - .--_.�-.- _ 24x20 --_75.44 _DE-' ' .JO 19«38 CbCO ]77r�' 34x16 _ DE_ :11.17 27w�7 UEO 4'-0 9 -6r 25.4E 010 15x!1_ 19%�t3- BCOEFC I, - ] 039----]5x40 0'EA 1?r/' --74.4 -go-co 25.48 0!G 1 wJ IG.39 CDEG ]]x39 3�_ -DEG_ 22w43_ 11,4e _ COCU -9 0 251 75.46 DEG 15x,11-"IA■:IB cC .3w30 15x49 DE 12.17 -2'TY49 I? _Q 25x30 75.1e UE 19971---111.30 cDF:G _ 33■39 35w4e r>E --78.13 --?{x48- Diu - ,4'-o E 3 FNrt FREESTANDING STRUCTURES 9 (1 -•»-- - - 7 -3' 15w3A 73'1! UEG _10.37 20,]9 _OCOFfG 1.3 34.]9 38x48 DCC 72.44 -'Hw44 COfTC -B' 7 i2 12'-0 - 26.30 _25,47 f)L'C 10.12 20.30 CDCfo 34x79 78-16- DEG -2211,4 1,■,9 _ CDEG 9 e 9 25,,3;i- 75,47 -DEG 10x]7 2Ox 38 rwrr 34.79 30.48 oc 77.44 14.40 1.01-0 S2'-1' 13 e'-0' -•- - .F_ .-.-- --�-- -75,70 21_4T' OE IU'S7 20.]9' CDCC ]4w3y 34x48 DE 270,1 -_-.. --r.�, - 2{x19 DEG' 14 -•Q _ 7 --r--r 9'-8 -- --_- 7 -0 28c]7 -_78037 OEC 10■]3 70.40 CDEFU 12 -9 31.18 ]8x4 -UFO--- 7-l0 _ 1x10 CO�F'0 8 -0 Il 12'-0' ---- 20x]2 ?8■47 DC c; - ,.j] 2G.4J CDEFC J5■]9 .6x11 DCG 7;•r,y 2�■,t L'DE(1 9'-N" !-�-� --- ?ex3 ? 0n7 TC - 1t1�.17 20x,0 .00G ]5x]9 -70.4/ UF. -22w45 - 74.4 CUED I? _U BEAMS TO 14 -8'-0' -- ._� _ 78r3�- -28',2'- --- -- 160. -20■4Q _ CDEG -- - _ __ -r-- COLUMNS J5r39 36x4) _ Df: 22,15 r49 DE0 26rJ3 ,G.4B DEC x14 20«41 fJ('r)!'�`C 12'•3 1Sx�0 �7■4J- -Qt- 73x16 2 wC8i0 DEQ- 17x34 209,1 CIXfG 35.10 37x47 _DEC _ 23x1 _28diU CDEG 9'-G' I{'-0 - ----- - .6.37 2B+,e DEG 1703]4 70«81 COEC ]5.40 37.47 DE 2 25.50 DEC 2 15 8'-0' DE- -17x34 2UxA, CDFC & 3 _-_ " 16.33 _ 76,.8 - _ - 15.10 J7v41 DE r,5 15x50 �n[c IA.-O. SEE UETi,!I-r, 9'-6 - -- ---- - _ - - B'-3 76123 26x,8 IEC 17x]1 llr,l Cp C 1'-0" 38v41 77■48 DEC - 211,j 25.61 CUEC_ 5-0. 15- 17'-0' - - _ - 76:73_ .6.49_DEO 17x]{ ?1x41_ CIIEFC _ 38x41 ]7x48' D _27«11 75xb1 OUFU 14 -0 - -_ -_ 78. 26x48 UEC 17.74 -71.41 CDEG l�r�l 37r48 -' 730,1 25x51 Ct7CD 17 -D' -' - ------ --- - _- -28x73 7Gr4B x- I . 4 _ 21.41 't.EO 36x41 1x18 OF _ 2Jx47 TR!9. COLUMN NA%!141AA 6-INCH STECL C-SEAM - - _�w,XIMUM _ 10-1NCI1 STEEL C-BEAM _ _ MAXIw,N I2- INCH STEEL_ C-AEA« uA,luuu ) t2-INCH-STEEL C-BEAMS - WIDTH HEIGHT C(H.11,M - i0011NG SIZES SND CO LININ SIZES COLUMN -' £DOTING GIZCS Al•O CCILUMN TYI''ES _. - -- COLt1MN FRIG. i` C 0 _ UO INC SPACING TREE ST-AFJDINC -- -- - - __• COLUMN F I1CS AND CLkUWN IYPFS ---_- COLUMN POOLING SAES A_Nn rULUMN TYPES'- _ HEIGHT WIDTH _ ATIACI�D ST AGING _ FHEF. IANU-IFI% ATIACHEU SPACING FREE STANOIFII; ATTA:.HED CPACINC FREE S7ANOING- ATfACFILD - I L W C1 AD W/O SLAB COLUMN W/D SLAB COLlJ1W� W/ :',Z�y W/p 'LAD CDLUN W/ SL AU W/D SLAB COIIIMI W/ S AU �W 0 SLAB COLUMN W/ ;LM w/C %i.A8 COLlAp4 FT. FT, FT. IN. IN. IN. IN. FT. IK. IN. IN. IFI• ft. IN. IN. SLAB W/0 SLM CO(.UIN WT-AN W/0 SL AS Col 1, ,k. •'`:``' Q� PYRO J. 3 B -0 15'-0 19v]Q ?4037 _OCC 8x10 16.32 HCDEF, - - _ IN. IN. _ FT IN. ILL _ IN. IN_ FT. _F'1. �jQ 44 T. n i 7?'-0' 73_]5 J?011- DECpEG IJ■2t Ur]8 HCDEFC 10'-0' _ 27x38_ ]6.41 DEC 16.7! 2x.40 (w(G -0' 7tl■:e 380,9 DEC I x38 '71x,1_ 'CDEFC a -Cr ! / Fy' tiiV \ OC Z(1P T "r 9 -0' 19■31 _ _2,079 DEC, B.IG 16x72 pCDEFG 23.21E ]2x18 C Iax28 IUx:G BCDEFG 37x10 _]8x48 C G 16,J7 ?UxcO (:DEfL 18x41_ 78.51 DF'G �J5 ?I■41 CpCFG t?'-0 IUx Ji 7{<41 DEC Bx1G 10.3? BCUCrG 2J U 77.,9 _DED IJr78 IB%38 CDEFC 77x 3 Jtl037 _DE IOx 3 7 c [ 1 1► 1RUCTURAL t a -0' 19078 ?4x41 DEG 9rlf 16.]2 CDCFG _ _ - 0x40 CU_ �-Ia 76.51 DE 17x39 ^71x41 COf!t I'2'-0' n ` �I - _ .�Jr1] 1x81 _LE 13x20 'I B,s6 (UiG _ 77x0 36,65 _ E _18,3] 70+417 C _ ?x10 JOr90 k I1xJ6 11x41_ 8'-0 1f'-J 20«20 _ 71,38 DLC_ 10x71 11.73 BIbEFC 111'-0' l4x]ti_ 70x4] IJEO - =5.30-- --To.31-1 _F7GOEiG ->B-0' 27x71 4Y4H_ _DLG IBw38 ?1.12_ G J3=0' J x7323;_1 ----74r7tl _1 UE0 10,?I 17x77 Of`UEFO T4Aj7__ 79.45 __ DCG 19x]0 IQv3tl Cl'/Effi 3ow49 DCG �Ox41 2 ■15 CMy�0° 12'-0' 20x]] 74.40-� DCG tU+71 17x73 8CDCF0 :11_10 _-7(1x,9 I)EU 15070 -17x38 - 1`r�xd9 X13 £Fir `--51x4£ �CGE1'�- --TIr11- 78■31 - - - �'----- 1 h� 14 -0 70x35 ]404-+ DEG__ 10.71_ I7w33_ CDEFC -- '- CDE L - _ _ - - DE 200,1 2]x45 CDEG ?%.17- '17.91 CC t8v --.IIx UEG ]1x44 JBx51 UE 70x11 - 2'3v��i COFC. 2_0' �iA �� Na• Q3]n I� JI 24.1E �1U■S0 _UF' 15x70 13x38 LDEC 27144 14.53 DE 1B�a5 41 _ LUEG_ ltvtp' h1v9G 2- 10x,1 _ 7x,5_ DEG U -0' p Q 5 e'-0' ,I'-9' 21.28 2'18,7 [1CG 12x23 ' 7x35 UrUEFG 17'-0*' 2512 ?7x,7_ e I ( _ Q GCO Itlr31_ ?Ov 9 RCD_ C 3 79x75_ lIv4A f4C !0x38 72x44 - CDEFG JJ':0' 31x40_ 30.49 UEr_ _22x45 iVx49 CnrrC. 0'-p' S CF �� / T z ?1020 22.72 -__DEO 12x23 I JY]S DCUEFC _25x37 27x„ IiE'Gf BK32_ 20x30 CUEFC_ ?9'17 34,48 DCG 199.1 _ 22.41 CDCfO_ 21x]0 x47 OCC- 2x2] r 11.35 CUEfC ?5x]e 27.'47- IICU 16,,32 20x]9 CDEFC - ,w4i> _38031- OC :2x,9_ 24w,p__ _Cq'D a'-8' p�Q \ti�\1�11 TT fit, i 11'-0 21.77 22.,2 DEC 12x?J- 1703'5- CDErG -' - - - :'9x40 ]A'49 _ UC iU 72x4!- - CDEG 3,x1? 3604 .- 7-- 71x411 -'7.1x18 _ _L`CO_ 17'-0 _-0303 _ -- t 10 - _ _ _ 25.44- 71.40 _ L>f: IGYJ7_ 20x30 f.OEG 29x4? _ 3.1x£11 DE w3B _77x44 CL4.0 34.41 ]9x56 C _ 770,9 740{D DF.(', l,'-0 �, O;�•_. /1,.1 '/ ' ' 77.78- 27x,2_ OCG 13 2n Itlw3tl UCOEFC 15 - 76070 2Ox17 _ -- '- _ -T�.--r--r \`�, "� _ -UCC 1%%J3_ 20■ I B'OE`fC 1 -D 70x!7 -'.■4U -w- r, 0-1 10 A2'45 CER 70 -0 0.4110x50 -DEC '--2313-- !11 x51- _COL'FO B'-0" 8 9 -R -1'107tl 770,1 IJw20 -_-_IBY3�-_9CDEFO ?Br 7 ?9.47 .__01'11.....__ JJ §Qr,l _ __.$ '('�_ QMJ - 32.48_ G 50-,Q ;+ '4 _-'Gn. ] r4}' _ _ _ i;- 1 _ IUx J6 C'�7C ]6035_ 78*; - _ .60 U_ ,4 �I SRI _ ..a ems" 14 UEQ Yj'J"_ ZUrli- CIl[.0 - 30.70 __22+ID 'r 70x,0 X7.45 _-CI1EG- O■1'i JHre2 DE 13xA7•r '15.51- bE0 17'-Q'' /^Q"•• C' :�- {. 7030 .3.4-`1' CE.6-'- 'f'T76 18x79 CU-�F'C _ '78077 78.19 D I7%]2" ---]0141_ C� _ 30.41- - s7%51 _UE __:0_40 1%n15-- AEU 7T'71- ,..a. �( '-•/ 7 _B'-0 ID'- 73.2'0 74.,7 (1EC _ 1,x77 Itl�]; E3!:DEFO I4 -3 7:x31 __?1■U '--Mr. !7■3S Ir11 -LODGED 14 p0 t']b J?w4 GEG ?U',1-' ] ■/1-�7Ur53 F 27x77• 7 + 1 DCU gyp. ,,,q• N,��, - � �, - 9 _ - 7]x70 ?4.42 DCU -11.27 _ _IBx3) UCOEFC _27x31 2'x17 - __ �5 I _ -"---- cnr.rQ 7B -� ]1.41 JFr5? -6 C' 24x48 78x _ _ DEG 17.35 21.41 MET I) J1.se __ J' 0- SZ l0'G- ' A 0 1' �� '� ,�� 1� fl lJI[RT �[C� 17'--0' 770?N 24x42 OEC 14x27 IBYJ7 CUCFC 77x3A -- - - _ - _ DEG - 70./1 ;17x47_ _CLhG ])■4J 3/x5? _ C _' 24x,9-_ _18x5'1 hOCG__ 9 -0" �' 1�- q .•Al 1!031!", EkilRli9 .y 77w47 9E 17x79 71x11 COEC ]1x78 ?r7H OE 7.034 _.1041_ CUED 3)x43 77x52 DE_ _2,.48 - 7fln5? PC E, 17' A" > YY i 171 /LVA E 27x79 14.4? of c 14.27 18x 37 TCUETC- 77xJR_ 27',7 p7 -17.3s 2',1 Clio - _ _ w N4. 33b944 : `• 8 I�0'-0' 9'-3 1]x78 25.,7 -pCC 14.20 IUx JI BCDEFG C'-3' :6072 pEG' IB.JB 2104) Ct7CF!` 10'-6" 33x78 37040 DE _20x41 7.41 DEC J7r,J ]1x61 F" 7404B 28x52 OCC- II'q" 9 G' 27x28 23.4? _DCC 11!29 19x51- CDEFG 33.,9 OCG 21x47_' '74 17- COCfO ?8 :0 ]0x47 3U■50 Y 29x,0 20x53 CDCC 0'-0 H ` , ,'•.F ST-�F�•' �� RpFESs� _ _ ---. _ _1dMJ7 28.41 `3 '- cEc_ IBr3a 2I,u cnEFG -- a 27.28 ?5x,7 UEC 14'?B --19xJ7 _ CI)EfC - wJJ 37.19__ DF.G 21x,7 _ :4x•) COLO 70.47 79x90 DE-_ ?50iy-- ---20x5] _ CCEG 9 J ! "u p° / ClE i� 78x3? 10.47 DE_ -ItlrJO 21.47 CDCC 37x!1 75.19 UC- ?Irl] _ 0 \!//lS�� (``\��,f, / ON 21.70 -23.,7 DEC__ II-20-- 19x37 _ GUEO 20x]4 7Bwl'-- -_p♦: -18.18 ZIxIJ CUCC 7,x17 CDCC 39.4: _70x90-- -'UE ?5x49 _77x5] _CICFr 17',U�_ - l�' r Il N�L \\ ,1J" 77.71! 26.47 DCC_ IG.JO IO.J9 FC17E10 I;'-6' 20rJ_ - Ta�•1T C - - 37.77 _77.19 _ Uh 21.17 :'ix�7- D[G _ 70.12 �90t70 E _25x19 -aY'3! •_DEC 11'-U '� I '1111\N4\\� �' YA g• 8 - - -_-_ OF_ IbxJ7 _21�4J CUEF4 I -8 340] 7v{4 74*-Q- 24x2B ZOw{'l 070 16.70 IOx]B COCFG 211431 29x17 _ __UIiC 18x77'- - - -Ji,Y DC - _ w 4.40-"LOEF U - �0■4J ,0x81_ --?9x81 _11.94 COLD f,JG 17'-0' -_ _ 21,43 __CUEfU 34x79 _ 54.49 _OCG 22x,4 24x1')-- CDEG 4004.1_ 40x81 DIF Z0w51__ Z7w7. 2,.28 -'78.12 __DLO_ 15'70 '19.32 _ CFO_ 29x77 - SUR/7n 18+Jf__ -_21x,-3 _COI.rT J•Ix '9 _3_!x39 _ (1F 'T'-`?x41 _ E Up L7 i f� 14• 2,028 -2 a. i x'0 10.300)'t`.G 1y, _-�_- 74rAP C C 40x,3 10.91 DE ?0051 �7w64 _l')CO__-1171'_. �• i IG B'-0' e':3" 29x D 10 3 21..3- _ `:,Jl ]4040 7?v4•_ _Pl:M7 OCC _ / J -7u.51-F -26051 27x6, _ DFG 11 -0' `��4 U/ ('141.NO.267 �TT ?I■7B 29.1] Df.G -15.31- '-19■J9 BCDEF^ II -9" '1_0: , _ 70x,0 pC0' 18x38 2_2147 LIEF B-6 31x40 3,rEl - DEC 27x45 2.5;47_ CDEFC 23'--8' 411,3 IIY61__ Li: 2 x 1 _ '�` �„ is r T7 - _�__ Jl U DML N0. 31 9'-6' 740?0 26;4J (N:C 13.31 10x30 CI'7EFG - -- U p -2)055 _ cDCC _fl'-0 IUB 'r'V i 7804 7.0.49 _DEC 111x79 27x1 CDEFC 'l4r40_ J,w81 Uf 72x•5 5x14 CUEC _ _A1�,] �Ix51 DE _2U�51 17x55 COF.0 9'-8 plgFg tfU� + / ! 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E'-0' 7' G .8x30 27x44 IiF.0 16.3] _ 70.10 BCDEFG t0'-0' 31.76 ]IvIH UfC 70.10 7x4 _ CD�(I 13'=J' WxA?_ Not _ DE4 ]v,l J I 4x41- DEC t4 -0� ,� 1\,�• 9'-8'' 76.30 -"27.11 DEG IOwJJ_ 711.10 CDEFC J v!e ]Ix�fl 70x4 9.91 _CO[FC I'^.1' {1r4A 43w01 2 58 7!1.51 CUCL�(":0 17 r jr 17'-0• 2Gv3U ?7t,C-' GE6-?9x13 20.40 CDEf _ 3Zx,3 Y C-fiCfL 9x17 JtlxSi DE_ "-77.47 _75.61 COFG 4]044 43x5! -LSC-- J7u5J ]H9p7 DFC _0'_8 C',1tPIRE9 �, -� 71x.17( --11r4fl D 20.20- -22x45 i'-CUL 18.42- 380£1! U'E 23.47 7&-01 CDff. _ ,]x44 ..1,y7 -pE 27'03 18x5 DCd 12'-U' ` �- 11'-0" x14 Df.I6r33 2OvA0 CDEG 31x - _ JIx4l1 !K 70x40 22149 CUCC 1J 8�0 7 -3 21.45_ JEG 17x77 10.11 DODGED 10'-6' 310]7 31x'' - 76.1? ]8x91 7E_ _7Jrl7 :5.91 UCC I 43w4< 4.1x51 1 27.57 28'9 GF,L 14 -p 9 R'- 16;J0 27046 DEG 17x77 20x11 CUCFC r __ 20x41 23,,8 CDETu 11'-B'_ 3)x/1 37x50 D'FC 7/*/'7 ;8x61 COEF'C 70''-8 41.15 ,4;52_ -pC 71x55 19.67 CDCC_ B'-0 IJ 71x17 )0� DEC 2oY1i _ z7x4e Cn fG 37.12 37x50 DC :4047 2FxH1 CDCC_ 14.15 4x52 _fJf .7x �-"'' 17'-l7' 70x]0 27.15 UCG I7x]J 71x11- CD FG -- -Y _ __ Uril C 1HxS7 DC - 9 8' E)(pl�� C 31.77 ]1'10 DE 23048 CDf6 J7w17_ ]7x50 -Of 27x4- 70.51 DEC 44x15 _ ,4x52 _DE ?h.55 9x T • 1lg 16x]0 77.A5 DE 17.73 20x1! _ CUCC 31.77 31x9(1 Di 70141 DEO 12'3_ 14 0'-0' 7'-0• 7JwJp 18.45 DCG I7.J5- 71.41 BCOEI'G 10'-3' 32x38 J?�!i7 _ U'EG� 21x4 27x10 C F, 174: J7w50 _ 7791) ZB�i�1 C 71,1F �IvS:_ 'L- 27, 5 28x97 _ DEG li'-U" 23x47 lUffr I/'-r"- 7x43 17x5: 24x40 26..5: CDEf P_ ib'-9 ,4x41 44x53 DF 77x65 19.58 'GEC I U'-0" I{ 11'-8" ?1x70 Ztlx49 DEC )r]S __ 21x,7 Ahl-"' ( _ 37x50 D 71.,7_ ZJx4 CDEFG S7x4:f 77vh7 OC 74,40 16.5? COF.0 ,4x1, IIrS] DF _!)x30 28.45 DCO 7xJC '?IxAI CDEG ]e 3n- - 27.47 (UF.0 - r ) 9 29-913 UE0 9'-85/4/02 UPDATE STAMPS _?7x30 20.13 17+J5 21x41 CDEG x78 ]7;50 "I-`-"_ ]7x43 77x5.. UE_ 24.18 2fi057 55.5 4Ai47 4405]__ _ . ; UCC 12 -0-9' ? - _ _ 71x,7 _?8.41 CDCC 37.1 _ 31-52DC 111E 26ri!_ DLO 14x17' 14. : v�52DxSfl UEC 1TC?7x]1 Bv46 OEC 18.55 ?!x97 CUEf ' ' .38 7Jv!Ni ltLG_ 71,47_ 27xi7�-CGErG 131-6* _79x43 30.51 -DEp :4x,9 2eR51 Cf-7FiG 1B'-6 '- Q 6 _ 27x71 711,,8 D 0 181321- 21.12- ' r FO 22x -----� „w/ 44993 OE tl065- 26'rap-_ OE3_ O -0 IS 7/17/01 REVISED 5" dl B" 4nCNU11 CURER 1 rY 121;SB 2x50 DEG- 71x41 23,47 CLE-L -1__-. I 175 ?lx 2 71 MQ DIDI"C 18.75 - 21x1 (DEC ?' - - - Jer43_ 38'51 C - :4.48 78ry3- CIIEU 14x47 8!x57 OE ?ev53 2U;5U 2C0_ 9T-6" 1118 72x90 _ 71xA? 77x/ _ CGCGd S�.if J6■G1 C{ 24.40 8x5] DCC 1,017 4,■51 DE 030.95 2'1x99 DCG 12'-0` dols dentrlpllongym. l4'-0 21x.12 -2!703{7 DE _18x:15-- 7t'x 12- CDEG !2x!0 -31x'50- -UE_-_ _71.12 _134,7 '- -Cf3 ,. - - -� _---- -_ 38.43 78x51 LE- 24x49 180,] Uf G +4x 7 44x33'' C 28153 i - �_.. - _ '6.50 DCE - -- JOB TITLE -- -- REVISIONS R (0-1pkFao 10 ► R r� q U�c� C 0 M M E R C. I A L. tX f THEFT TITLE l r ~� JnB Ne. 97057 ATIO .� 0 PSr SPAN TABLES STRUCTURES CONSULTING ENGINEERS/CIVIL- A14D STRUCTURAL_ CHECKED J.D.B. WESTERN AWNING COMPANY T.0. 13f 12 8th ST. E. DRAWN 1519 Weal V011ry Highway North / Suite 101 / Auburn, Wn 98001 ; 206-633-7776 SUMNER, WA. 9859 JUNE 1997 r� DATE SHEET N0. \91\97D57\4-057.dwg Urafler Narne: A. MIOIKE I Plot Dale: APR 05 2002 13:02:15 I Lost Mudifiad Date: APR 05 2002 13:02:09 I Submillal: FINAL SET ,r.;::. _0303 • NOTICE: IF THE PRINT OR TYPE ON ANY I-I � � � � I � II � II � � � l � IISIliillrrlIll �-1T TTTq-i .! , 0303 I IITIllIIISIiii111IIIIllIllill � lllIliIllIllIliLei- rtT � III , I � r� r ► T� t �� 1� I � � r � Il_ttlrllll III illIllllll I I _ I I �1 I I I I I I I 1 I ' 1 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 z Z 6 7 10 11 12 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z gZ LZ 9Z � Z fiZ EZ Z TZ OG t 6T 8T LT 9T 141 �Z EZ ZT Tt T 6 8 L 9 4 E Z T �ullaw I ( ► III I � II ILII1111ILII ILII Illillll�illil II11Ill l Il �ll�llHIIIL111.11111 �i11 I II I I I� lll I1 111111 ILII ILII ILII (III ILII ILII .I1IIIiIII�IIIttIIII ILII ILII (III IIIc .Lill llll l.0 lU U illi I-�11 ll.� lll.l,,.1-lll�.l lllfl�Il 4 1 u+ W q & f5 0 Av AI Mi Cr I W S • h --5.000- • • * o • • • a o • s • N .274 -� N 1--2.080 i i . . • • • , 45' '^ 137R • • o 0 -� i • r • • • r • e, 3.6.2 737- _� 02 x 90' $ -762-i x.380 R 1.000 i . • ® • s ,► o • r .020 x 90' _ j/ -4' (0) dt (G) OR 5' (E) 3II I - c1o I4 -_ 1^ - --S • 10.5 00••50. �U - - FULL R. a: I! q •. •.i• • i•1 • o i i- - .150-1 • T4 46 010 x t .075' .032 ALUM. U48 STEEL C _ .1 T00J 14 R .062 l-.062 •015 x .031 R ,2)150 ,280 - 032 AWNING RAIL 100--1 �]-7200 •-1 500 MAG14UM POST (F) 1UBESTR CTURA 3 x POST X21°00 Tt Yui' COLUMN IUEE (A) 2 -,98 -�• 1 .- o 6005-T5 2.500--� 1.000 6O<)5-T; STL: ASTM A500 CR-13 (D) do (E) GRADE "C' STEEL ASTM 446 (C) 085 R 3006-H39I Ofc . „ ALUM: 6061-T6 (G) OR "CHANGER 6061-T6 3 HANGER HA14GER 3006-H391 (8) C HANGER 6005-T5 6063-T5 6061-T6 S L OR CIA, 6061-T6 3.500 �� FULL T; a�� ° �` R N, *� ROPE PAN CLIP .030 R 4t1P l � M 70 !w 5; 41710 270 6061-T6 - STRUG1 H 'L �-- d ,�•t� si�4 S GlSTER�%�C�;= 4•. 4370 yah o� 4ttiQN,P►L.E`�U''� SEE DET!JL SEE4DET .7U' R=.11 65 _ R=.117" R=.14 n ' �� " 135') 24513 ' .25 R R=.141" - � -.125" R �.70" �1 (45') o R=,117 .15" R 26 �tiREGO R=.117' .65 R=.117" . gp' ,. h .f p-z-- R=. - (180') 1.5" (117) 17 I e F OF '�� o� .40 R=.117= N 15" R (45') - 50" 7 , pC`151 R=.117" c `O / 0 0 U b `° �'�jt / ON V �/ 'n - - -�-- t m .065 � N W 1.2" W 140. 33t s z .40' ----3.0' �-- 1.500 ��taF Ute LOCK DETAILS --- 17, - - - COLUMN SHOE to 11103 3006-H391 erg° exPtrLEa ft AWNING DECK114G PANEL p� F SI CD N, 60� .710-I -I-- '--110 - " * �\ SEE DETAIL 480 -- ,�►�== rI !IL fJO, 148 - cn 110 0111RAL 0.2031 - .060 �.- .090 O.S.R. I -SEE DETAIL •� ,o'L `' --1. / 115 ' 130 rn U3 �'1 .115 �'� 115- - - a, ��• O.S.R. ��. �. •IS' � �, / X891 } 220 O.S.R. -� I I J// ! N '' I �"•_ - !_ _ Lam.-. a L * I E�(PIRF.6 .�j •p S .� N + ��_-._.... 1,869 - II �" 090 R -x-- 355 200 O.S.R. `14 110E- -1.710 2.536 -- �- I.?10 (TYP) cn .100 i--- 3.700 ------� - 4.150 - -- --I- - 4.150 -- ---I--- 50 --7 4,150 -�-- 3.700 5/4/02 uPonrt srwas LOCK DETAILS 891 - AY DECKING PANEL V dale description ` 3006-1-1391 REVISIONS (n) OR JOB TIFLE SHEET TITLE Eflno RR&KdNoh COMMERCIAL & PATIO JOB NO. 9705 COi!cUL.'I Ii'4G ENGINEERS/CIVIL AN[? STRUCTURALS T R U C T U R E S C M P U N E N T Q E TA I LS CHECKED J.D.B. WESTERN AWNING COMPANY 7 DRAw� A.M. 13612 8th ST. E. --- 1519 Wes( Volley Fllghway North / Sulle 101 Auburn, Wu 98001 200-833-7:776 SUMNER WA. - 98390 DATE JUNE 1997 SHEET N0. ',,91\97057\07-057.dwg Drafter Name: A. M10TKE Plot (late: APR 05 9002 13:08:02 Last Modified Date: AN? 05 2002 13:07:57 Submittal: IINAL SET -��-I� I � I I � I � i1� I � I � III � III � I iii I � I Iiii Iiii Ii�T �� r �i rl � !-� 11 � (iI Aili Iil_i iI_i I I i � 1 ' iiIIli i1Ii i111 1111lIIr 1vi -1r I � I I _ 11111111 111IiIMAGE IS NOT AS CLEAR ASTHIS NOTICE 2 1U 11 12NOTICE: IF THEPRiNTORTYPEONANY � IT IS DUE TO THE QUALITY OF THE _ _ _ Y No.36 p ' I � ORIGINAL DOCUMcNT E 64 8Z ( L7, 8Z 5Z fiZ EZ Z TZ OZ 61 SI LT 9i - 4T � T: ET ZT T1 Z - I �Idi3w IIIIIIII III �� LIIIIIIII��iI1111llllll,Ill ll1�11111I ��l �lLllll�t11�11111. 111IlliIIlllllillilllllilllllllill �� 11111 �� IIIlll��iIII��► Illlliil lllllll1lllillllllLll� llll l� llll� 11 i r 1.110 - 7735 110 .125 ,170 -I0 .375 � � ' :05! - I r .060 $ ,100 R -.� L -� -� r 1.06L, 921 1 30\ 45' 0• .746 K I --r �, o r L $ __--L r �' - FULL R +-C-1 it __ r .055 x 90' : .055I -,50 .094 R � ^ t . .015 +-{- � ---�• CD Ld 3,000 1.300 -1 N .500 .76008, ,075 - N g I o - F rte+ 100 t = .125 _ C"N C4� 01 l a .125 o 1 N -4 1 60'-•� -T- � � � _ �.-FULL R +� � �y .125 R C4 +- o to �' -.125 � c --+- N 250 a � CD - 16 ti 1 1 = .085 �' + g t = ,065 041 015 x 90'-/I ,n ` + - - - 5� � 3.500 .065 � � � `8 1 ,, �45- - 060 .060- 1 / I I �_ 'j='_' (--- 3.692 / 1 .062 H 8 - .062 R �- 2.010 21R (2) - -� 1,000- __ --•.375 3.770 -- Os0 R (a) -� - 4.000 --1 1.150 1 4" 1--BEAM ABEAM SPLICE 7" I-BEAM 771-BEAM SPLICE 6" MAGNUM GUTTER FASCIA 6" MAGNUM GUTTER SPLICE 6" SIDE FASCIA 6061-T6 6061-T6 6061-T6 6061-T6 6061-T6 6061-T6 6063-T6 - .315 050 2.5 L- FULL R I - R - .075 .900 ntn ' \ (- 170 jr"I ,375 `�- .062 R .055 146 -) vI ' 060 - ``' 027 R r 2.5 \ f- R 1.417 --+ 30' 250 R T 0.219 INSIDE RADIUS, TYP. $ o + vi ry ' .250 45' o FULL R + 1 L_ 1 + . 1 -7 o fUll R T .50a x.760.� t = .015 075 i ^LD o t = .075 +- N .055-11`�--250-R -'{-- 0.219 INSIDE RADIUS, TYP. \ SYM. -r-'085 �� `<' = go -� ' I - 1.609 - FULL R $ - .1017 AWNING CORNER 2f N 6063--T6 H o a - +-- u, .250 C4 04 N -- 2.5 - 1 -1 �_ + 59 0713 I o 3.750 �----- 3.692 --{ .065 � 065 .060 2.000 0.219 INSIDE RADIUS, TYP, 4.000 5" MAGNUM GUTTER FASCIA 5" MAGNUM GUTTER SPIE 5' SID • FASCIA ! 6061-TS 6061-T6 � 6063-T5 Pt WES,f .0713 ,i��p FF \ �a Q."�, Lam:: `a+i �� QD1A �J T a ►t�l , . ' "O.0 '� << ,� 14 B'YR f * �, +,y I� ORE N z u _J _1 26 =� a- m �I ti YRUN1 ROPE 1 IwE I ' 1tii111zrd.lJU.tl)�f 7a,,,� 11103 ,n uy v, 1• ° ^ .�� ROPFRU R, fc� �171.a t r� r. r IRUCIURAL O \i�7�� 71�1�q `y 1rF ' OF � K 0ur, *� '711 0" +► s•'kGISTE�,`'D�G= e�,+ +ti, �'ly•o2 / .�,,l�. -�- �,� Q �� of u� aK414*". ,�� ''�c s/0 IV L fir`'. ",,:1';r,.-" (;'I:IIII' /r �aylrte� I!� . 4.170 d�� tttttt►au•,��``'1bq R'� ( r Cr�, + ft / ?41� Anes (41Z3,ay " " e EXI S U-,�I 0 Ia� Ex VP 4� "_..�', __ 5/4/02 UPDATE STAMPS 12 STEEL BEAM IQ STEEL BEAM 6 S L BE 1:�>< 12.3 ANGELES METAL SYSTEMS, ICBO-ER1715P ANGELES METAL SYSTEMS, ICBG-ER1715P ANGEI.ES METAL SYSTEMS, K''80-ER1715P - date description aym. REVISIONS JOB TITLE99�� SHEET TITLE ORCD' C, 0 M M E R C I A L C�. PATIO Joe 97057 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1- U I \ E S COMPONENT D E TA ! LS CHECKED J.D.B. WESTERN AWNING COMPANY DRAWN A,M. 8 13612 8th ST. E. 1519 West Volley Highway North / Sults 101 / Auburn, Wo 98001 / 206-833-1776 SUMNER WA. 98390 DATE JUNE 1997 SHEET NO. 1,91\97057\08-057.dwq 1 Drafter Name: A. MIOTKE I Plot Date: APR 05 2002 13:10:55 1 Lost Modified Date: JUN 02 2000 14:33:26 1 Submittal: FINAL SCT NOTICE: IF THE PRINT OR TYPE ON ANY I I r I I I ( i I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I 1 1TrTTTI I ITt FIT7 .1 I I I I I1 1"1111 I I I I ( I I I I I I ( I 11 1 l l l l I I IIII 1 1 111 1111 111 l 111 1 I rf T1 -I I-I-JITIf-t-11-1 1111111 111 1-1-1- FITI-1-IT 1�11 111 11111112 3 I 14 6 8 I 10 11 12 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ _ - IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ 93 i 9 9 9 Z T I i;lw I IIII IIII IIII IIII IIII IIII IIII IIII IIIIIllilililllll 11 �llllIlllllllIIIIIIIIIl1I1111ILIIIIII IIIIIIII IIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlliIlliilliI illi 111 illiLIII �11� 11.11 ll111111111 lam. [1111411 1 SEE COLUMN �- COLUMN TYPE 0 OR F GENERAL DOTES �-PER / 11 k 13 TABLE1z C-11 STI R Ml* x 14'4' x 415' 0 � --- 5,500 ---- (1) �M11 x 34'i BOLT � I 1.541 2.406-- A1IERtYyAML.L1-Y,-0 ��- y5 R 60 REdAR IN SEER SCREWS (2 EA. SIDE) —1r---'� III" CuLUMN, WO STAINLESS _i FIN GRADE OR GALVANIZED ROD IN ALUMINUM --� COLUMN POST BRACKET - .656 OR SLAB COLUMN., 1 PER COLUMN 0 RIGHT B � 8 �P SEE D1i. TO LEFT ANGLES. � `\�`- COLUMN 'F' I! 112- +�''~' �� ONLY 10,12 961 R • _ „ a w e a s e M • - (2) 4b" BOLTS --- - � � � I;-' - _ e v e v • • 3 ,V- J' ClR a e e e s WASHER 2'R 1. ;� — 3 x 3 POST 13RACKET (4) Will Mar 9011 W/-., O 0 —- — .+1 N.T.S. 6083-T8 214" EMBEDED 0 1.35" O.C. 314" (MIN.) BASE PLATE THIO( CONCRE i I 1' A MR&INA : SLAB 12- SO. 301 FELT �J (4) WO ZAMAC NAILIN DRIVE ANCHOR 6' W/ i?b' EMBEDMEKT 0 1.35'o•c FTG PER TABLES, 'DIA' x 'DEPTH' CONTRACTOR OPTION: 20 x 30 IS A 20' DIA x 30' B-B PROVIDE CONIC. BLOOM. BELOW FTC, FSR DEEP FOOTING) TEMPORARY SUPPORT — T, _P/ 1�QIL. OF COLUMN UM THIS DETAIL MAY ALSO BE USED FOR ATTACHED STRUCTURES WITH NO SL SEE GENERAL NOTE 113 FOR ALL ALUMINUM SEE SHEET y2 FOR DEFINITIONFOOTING SIZE AND REINFORCING PER COLUMN "F" ONLY of PATIO COVERS, SEE DETAIL (� CONNECTIONS W/ STEEL BOLTS FOOTING DETAIL - FREESTANDING STRUCTURE N.T.S. FOR DETAIL IF NO PATIO. 9 3 N.T.S. 9' Q Vi 2 ' 2' x 4 O G 115• 4' bQ]E; ALL EXPOSED STEEL SHALL BE W/ (2) t 2' 4' 0 1' D.C. PROTECTED AGAINST CORR09ON I A A - COLUMN A, STL. R )ie* x 244" x 4' I !� I 114" SO COLUMN P.L911 COLUMI` _ ar C, U, E. OR G I I 144' COLUMN CAF' Vt'0 BOLT x 0.032" (MIN.) FINISH GRADE 1" L(, 2" BASF t (A-36OR (2 PLACES) (2) %'r BOLTS STEEL) PER TABLE ADD 1' FOR A.B. O 0 ) - -'f c / �G I 0 3W (MIN) THICK --PROJEC17ON \ 114' EA, (TVP) CONCRETE SLAB , '• o Q 4 ' RAMSET TRUBOLT" / I / �-—(2) 41,'d EXP. 801-TS I , EMBEDMENT PER .. +L— • \� . 1✓ C? �` EXP. BOLES do • \.` W/ 215" MINIMUM EMBEDMEN ° 12' MIN. �_ 16 \� 4 IN CONCRETE TABLE SEE IF NO POUTING � EXPANSION BOLTS W 31:x' (MIN.) '� \ URS Y(,1 COLUMN TYPE "A". SEE SHEET 12 FOR DEFINITION THICK CONCRETE 215" MIN. EMBED IN �OF PATIO COVERS, SEE DETAIL 3 SL,49 CONCRETE, BOLTS PER TAHLE 14 I FTG PER TABLES, uEPTH' FOR DETAIL IF NJ PATIO, 9 2 � - OREGON � 4 REINF. 0 1Z3 OCOVER- WAY �x 'PLAN DIMENSION" SQUARE. _ F G D TAI AT1A AT10 S r ti TYPICAL, TOP do BOT FOR FTGS 15' ( 12 x 24 IS A 12" DEEP � g /N.I.S. 0 �, � �, �� DEEP k OVER FTG 24' SQUARE IN FLAN) ✓ yr ' >Z f ' QTIPIG DE - ATTACHED STRUCTURES 1 FOOTING DETAIL - FREESTANDING PATIO COVERS "' °°� ��W (!A. [EXPIRES �, N.T.S. g N.T.S. t a z COLUMN BASE I ANCHOR TYPE PLATE BOLTS A S1RU URAL �� 4( • A SEE 2/9 FOR SIM DETAIL 1ti�1 ti„ �0 KIL SEE 3/9 FOR AL' ALTERNATE DETAIL FOR ATTACHED • 8 SEE 2/10 04 USE SAME AS COLUMN 'C' COLUMN BAST: EXPANSION �' �' `_ �o. 4310 `I4�� TYA1L r� .� /�� n, STRUCTURE WITH NO SLAB. i TYPE PLAT BOLTS C = 3" SU x .048" A51M 446 G1?. C r"'�c��;p` / 7,3) 1d(P1RIc51 or C Vi-TIO,2fi 8 rrt W'OOTINC SIZE AND REINFORCING C '/�e" z 3Nt" x 9" (2) " x 3" EMBED 1' :X1 PER 4/9. D 4b' z 414' z 10' (2) 44" x 3" EMBED 0 - 4" SO x 41e" TS ASTM A500 GR. B ��" '�YM'' I�..��" "1�� L ST) l 0 UIT71T.N .2U31 E �1e' x 51'1" x 11' C 3ie" x 7" SO (4) W 0 E = 5` SO x -)is' TS ASTM A500 GR. B / �D F' LI t. t, T tt+ b•Z (_) fib" x 3" EMBED U •Yis" x 8" SO 4 4b" 0 F = 3' SO x .015 MAGNUM POST NO, 3v ^� z Gl �i�� I " F I� • F SEE 2/10 OR USE SAME AS COLUMN E iia" x 9' SO (4) 1i" 1 #C = 4" SO x The ALUMINUM TUBE - T �VIL F Iia" x 7" SO (4) I6' 0 ` �` 1 `Z,, G>; GA�Lly • C 4M" x 444" x 10" (?) 3b" x 3' EMBED G ?ia' x 8" SO (4) ye' 0 kSLE GENERAL NOTE 1!13. !� 1' r � 26 9 -p UPE Ilr' M� t A1 _ A--36 STEL SrNrE F '1•I� ' T p'Z- W- e1RE9 5 ( C,S •SEE GENERAL NOTE /13 a/4/oz uPat>E stPs A-36 STEEL % r\`-..� I s/-....., G �. date description .. r..r UPIRED 11..e t,Nti •�� iR,0�4 b3°°`� �4I T N,A; REVISIONS MID a JOB 'TITLE p SHEET TITLE J up�r�� ( �0R6ST�[�� U�u� C, 0 M IM E R C I A L & PATIO Joe NO. 97057 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURES CONNECTION DETAILS CHECKED J.D.B. i WESTERN AWNING COMPANY POSTS TO 13612 8th ST, E. FOOTINGS DRAWN T.O. 9 151P Went Valley Highway North / Suite 101 / Aubum, Wo 98001 / 208-833-7776 SUMNER WA, 98390 DATE JUNE 1997 SHEET NO. )A97\91057\9-057.dwq I Drafter Name: A. MIOTKE 1 Plot Dole: APR 05 2002 13:14:11 1 I%Ist Modified Dale: APR 05 2002 13:13:50 1 Submittal: FINAL SET I NOTIC'E. IFTHE PRINT OR TYPE ON ANY i�I � L .ill � l � l I � III � I I � IIIlI I � Iil � l 1 � II1 � r I � � II-� I ► l�rITF I Il ► -11 �. "r r iii 11i i11 11 � _� li 111 11 � � i � I1 1I1 i1 � l rl � I1 � X11 rI � ter 11� � 1 ► �I r�_i_ rr1_ rjTl.i ' i 1I1 iI1 � � i � 1 � 1 IMAGE IS NOTA i I S CLEAR ,4S THIS NOTICE, -- 1 _ 2 3 ___--�- 4 _ _ _ _ _ 6 _ _' _ $ _ g � �.Q 11_ 12 IT IS DUE TO THE QUALITY OF THE �---No.36 — _ _ �i ORIGINAL DOCUMENT £ 5Z 8Z LZ 9Z 5Z � Z EZ Z TZ OZ 6i 8I LT 91 '� i � i EZ ZT Ii tai 6 S L 8 4 E Z 1131ai3w IIII fill Ilii lIII illi IIII �� IIII IIII IIII Till 1111 I-1 illi 111 [lll 111 .ILII. Illi 1111 1�� Lll Illi ll�I llll11.L1 111 11. 111�� 11 BOLTS TO BE STAINLESS, ALUMINIZED Of? GALVANIZED Wl WASHER OF SAME FINISH, • r 4 i • PIR COLUMN BOLTS • f ° �'4`�a 'F~v��L\ IN BRACKET DEPTH) f w 5.500 - COLU14N COLUMN ANCNOR w 2.406 __-1 TYPE BOLTS SOL TS 6 1547 1• —-( • • f fa, w .,. ,p 14+1.750 -=-- 1140 8111r SPACING B (2) % (`) Vr'0 • v UF t=OA 1' F 2 - 4'i" - - a f w s \_ I I I ,� 4 rel • i . I 3" EMaEO T t D60 �i YR ry , �\�/ --- - -- __j_ -1- Is RUPE t t=0.30 -- � .-._�, COLUMN SHOE RAMSET TkuBO1.T' EXPANSION Ef.ESL G 4171`t�j N.T.S. BOLI OR EQUIVALDT 6005•-T5 —-�� (USE P)t TS SIIONTI ON Plate k Helix: ASIM A568 Y.S.-25ks1, 3006-14391 4r�' �sTEn `,ta~�06 COLUMN TO BEAM DETAIL A ' T.S.=45k91 WHEN USED AS COLUMN USE DETAIL 4/9 /� DECKING PANEL Rod 1040 Steel, Y.S=48ks1, T.S.=84keI 2:�4• CAP) 2 FOOTI DETAIL - / r,nlsh: Anchor sholl be coated with class COLUMN_S B" & "F" -- — — — -- - - Ithicke electro plating. from 0,5 to 1.0 m 1 Trill 1 1 4e ATTA _ CTURE5 N. HED TRU - 2W x 11/4" SLOTTED HOLES N.T.S.TS. T -Rd R1 STRU URA Y.S. Yleld siren I PLATE - 7GA. (.1800) 18xY4TEK (1) PERCLIP, t pa � Y4' TEJl, 8" O.C. T.S. � Ull. T e Strength - �} (1) CLIP 0 EA. PANEL INTERLOCK - -_ — -_ M0. 4370 1 PAM CLIP � UE:CI(INC PANEL _ r� � '11e"0 ROD r 41e"IT MAGNUM GUTTER 18 x Ti" TEK, 8" U.C. 7 ti - ,tr1•o HELIX - 9GA. (,150") 18 x 1/i' TEK -- 30 1 x 4" 0 am ' • 7' 1BEAM -� m ' 4' I BEAM-� /, o z 3i' HEX DOLL- (4) v.'0 x 4'4" IFEX BOLT �(2) PER BR'KT. (4) WO x W HEX BOLT \ I SR'KI IO 'I'-SLAM ` BR'KT TO "I'-BEAM JSP •p " 1 0F c�•�1� 1 AWNING ANCHOR ~r i plkwi*0 COL I I I _ .-•- -- 3 x 3 POST U ET — - 3 x 3 POST BRACKET TYPE "A' ONLY I � I ILE 11103 3 x 3 POST BRACKET I 1 SEE�'Z \-3 x 3 POST BRACKET J I I I •�'"°'"" 1 _ I %.0 x 314" HEX BOLT ! `I SEE /j i oeESSr I y � \ I I 3 x 3 POST BRACKET ,s QN 0N1 SEE 2 COLU'aN SHOE (2) A307 /Ra "Y � 3b o M.8 w TJO. 369 1 ' ' TQC \. . . 3!4" HE:X BOLT I I 1 'As'o x 314" HEX BOLT " y /ov E ,1 4 Ib I 1 ry .1 MAGNUM POST ALU (TYPE ) FUOP,NG DETAIL - I AWNIN; ANCH �•�� W � ' Nt7. 740 OR 3 x 3 AlI1M.(TYPE "B") �'\. MAGNUN, POS1 (TYPE "F") 1 I 1 � J 0.2031 1 OR 3 , 3 ALUhL(TYPE "B") ` ATTAG ED PABO COVER �� sT qtr(;of 01 Z114AL MAGNUM POST (TYPE 'r') Flo AL N— 0 SLAB OR FTG �e � 1,1�-ct' � OR 3 z 3 ALUM.('TYPE 'A") N.T.S, EXP, 1 i 3 t.uv C(L"9,y-'�'' MAGNUM GUTTER"TO POSTS ,•4-� � " _ , � � 01Z crtLL TYRE B OR F COLUMN 4—J 8 AM TO POSTS 5 7 I BEAM TO POSTS (---� CONN—COL 1.0 AMIN • ANCHCR AFB a to 0 COVER N to , TYPE"B" OR "F" CO UMN to TYPE V OR ' " CO PATO COVERQ Y � -PAD COVER ONLY e/4/os UPDATE STAMPS N.T.S. N.T,S, _ dui° description sym. ,LOB T1T1.E SHEET TITLEREVISIONS CO I!4 IA E R C I, , L &c�i I ��"r t ll�ATI 9 0 jOB No. 970,57 CONSULTING E.NCITJEEF5/CIVt _ AtJD STRU �TURtiL STRUCTURES CONNECTION DETAILS I J.D.B. � CHECKED WESTERN AWNING COMPANYBEAMS ToPOSTS , '10 13612 8th ST. L. FASCIA ORA 0 1519 West Volln} Hlgt,way Norte, / 500 10; / Auburn, Wu 98001 / 206-833-7770I C 1 SJMN�R WA. _ 98390 ��JNE 1�� DAZE -—s SHEET 140. \97\97051\10-05;,dwg I Drafter Name: A. MIOTKE I Plot Dote: JUL 19 2002 16:50:50 I Last Modlfiad Date: JUL 19 2002 16:50:39 I Submittal: FINAL SC1 I NOTICE: 1 1 1 1 C 1 1 1 1 1 I I I I I I I I I I I I i l" T �f T 1� ) E l i � l l l -1 i T I I I I 1 I I I I "I I I I � f l l l l l f 11 1 I i I i l 1 I I I � ► �� 1 IF THE PRINT OR TYPE ON ANY I I ( I I i , I I ( I I I I I ( [ I ' T i l L I ; I L I L IJillI ► 11 ► 1 ,111I1 I ► I ? I ► I I 1 h l 1 1 I ? I ( II I I11 [ 1i'MAGE iS NOT AS CLEAR AS THIS NOTICE I I l I ( � I I � f f I I I I I I 1 � � IT IS DUE TO rHE QUALITY OF THE - - --- - _ _�__- 6 _ _ I _ � 0 - 10 1 � 142 ` / ��-7i�- oC., C� C,_Xl)06) -- No.36 ORIGINAL DOCUMENT — - -- --- -- -- _ E__. --��• 8Z L�Z f�Z �Z � Z Eti Z TZ UZ 6T gi LT 9I 9i fi+ i ' Z -- - Z T i T T 6 8 1111 III! !IlIIIIII ILII fill 1►lllllll Illiliill ILII - I � I II I L11.1_ L . LLIL1LILtlIIIFILILIIILIIlI111I11lIIIIIIIIILIIILIIILIIIIII .,II .,IIILiIIIIliI±11,11111111II111111I1i1 I I III I [II lU 1III LllI1.LIl LII[ LeIIL�II 1011 J11 ILL 1ll. III11 11 1 DECKING PANEL #8 x V,' TE„ 0 d' MAGNUM GUTTER0/.. 16 BMa-• - - -- - - -- - -- - - - ' (1) BOLT EA. SIDE i (1) BOLI EA. SIDE OF KB / OF WEBrr-n 4, _rL9 ( r- jTT `V4'0 A 4'+' II[A HOLT L I i I•tVi7-1 V4" I 11V�-riY�=1 �1V� t-1Y4! - _- I IVt�-iYi�l -1%4-rIY4' _ 11V4•y-1 V4= - - -{ • Vi"1 x 2" HEX BOLT COL SHOE, C10) I I INSERT (A-36 STEEL) - - r 1 - I - '� SEE COMPONENTS I I 40' � I I INSERT (A--36 STEEL) SEE 0 COLUMN I- - - - - - - -- T SEE0 COLUMN '�_ TYPES 'B' k 'I"'. � � TYPES 'B' k 'T'. {- � = I� INSERT 5�E 0 COLUMI�J I- _ _ -} I' (A-36 STLEL) T1TaES 'B' do 'F'. I I 115" COLUMN TUBE COLUMN -� � I UNN COLUMN A - A a — a C � ._. //-DECKING PANEL 11 N.i,S. N 1. y USE COLUMN SHOE SHOWN USE COLUMN SHOE SHOWN PERI IN DTL 2/10 AT TOP OF IN OIL 2/10 AT TOP OF - TtTJCTUR O TYPE B do 'f' COLUMNS TYPE 'B" It 'f' COLUMNS 'j.ISI,oZ '�► 1B x V4 TEK, 12 O.C. #8 x Vi' TEK 0 B' O.C. Al 3' DECK \ �•. 4310 '0 6 2- 18 x It" TEK 0 12" O.C. AT 4" DrCK rA x Y4 TEK - (1) PER CUP, (1) CUP 0 EA. PANEL INTERLOCK ti - SEE SECTION/" 1' 1 q - - - - - - - - -- _ _ - - - - ---- - - - ABOVE - - - /-DECI(ING PANEL AWNING DECKING PANEL :` Gt PAN CLIP OZ MAGNUM - - - � --- _ - - - - � I OREGbN CUTTER � yT3 x 4�' 1T:K 0 8" O.C.I AT 3" DECK #8 x I4" TEK ® 8" O.C. AT i" DECK - 2" 18 x Va' TEl( 0 12- O.C, AT 4' DECK USE COLUMN SHOE SHOWN L= 2- 18 z W TEK 0 12" O.C. AT 4" DEC _ - - - - _ _ _ IN DTL 2/10 AT TOP OF SEE .�FC110N TYPE 'B" & 'F' COLUMNS ABOVEI,— .7(2) t:xrla . _ _ _ _ _ � 7" ! BEAM-/ � (2) WO A-307 4" 1 BEAM i 5 SIDE FASCIA. TO PANEL x 4i' HEX BOLTS (4) Will A-307 (4) li"o A-307 x 4'+ HEX BOLTS 1111' SEE SECTION/~' x 1" HEX BOLTS - ,a,1w4 1t - �.� N 7 �►t r x rr4T -'m, UPER Imo: STL A-36 � 4W x 3%' �,� -_ = I I p ' I 6 �;O Z'1E /iv; I x COLUMN WIDTH + 5" { I I I \ � I I I I I 7.11�Q ;.?_ �wwts / ,0 �' I`• STT. A-36 iia" x .',Y4" s' ' I I I STL A-36 R 414 x 2' x 4' - F I I I x COLUMN WIDTH F 5" I I I 51l A-36 ({ Vi" z 3Yt" '90;„ `�P A. ��(��.5'jo -•-••''�t`�`.� o� �� I I I I (2 REO'D�, SPACE INSIDE I;LR I I .\ I I I I\ r COLUMN WIDIIT + 5' dy OF �' It�t�tN�A� .�� Sp' Q10FES OF COLUMN MINUS N', fi— I I I I I R�OIN R.( f N 3 sn A-36 R 116' x z' x 5' I I I I \ S" A-36 R V4" x 2W x 4" `. ea A307 BOLTS x COL, WIDTH + Pt" I I (2 REO'0), SPACE INSIDE CU? I I I ('. REQ'D), SPACE' INSIDE CLR I/q4�` "'`�� • m IiEX BOLTS. a I I r' I I OF COLUMN MINUS 114 , N I I I I OF COLUM14 MINUS Mil", w NO. 33o L NO. 48 (2 46'0 0 COL. TYPE "B" do 'F' � I TU1TAl 0.2031 I I u (2) h 0 0 CGL TYPE "C ,'D' k "E' �- Imo_ I I A307 301.1`3 x COL. MOIH 4 Vs' I I I I A307 BOLTS z CUL. WIDTH + It / P IA �,I�j,o2 I I I I I I HEX BQ.TS, " I HEX BOLTS. S0. x .032' ALUMINUM, I I I I (2) WO 0 CO;_. TYPE 'Bp"k"'F ' I I I I (2) WO 0 COL. 11'PE 'B" k "F p CIVIL I I 3' SO x .048' S1EEL, 4" I I I I I (z) 36"0 0 COL TYPE "C . D do 1 I I I (2) 3i'0 0 CGL TYPE 'C",'D' d 'E'I s fr° ,1 OR 5' T.S., 3' SD. I I I I II I I I I t of,ujP'k - ALUMINUM MAGNUM L .._ ._ _ - - J I \ 3' SO. x .032" ALUMINUM, 1 _ 3` SO. x .032' ALUMINUM, COLUMN OR 4" S0. �� 3' SO x .048' STEEL, 4' I 3 SO x .048' STEEi 4' ilcplq�� {1 3 t•U'' ALUMINUM - - ---� -- Ott 5" T.S., 3" S0. _J� _--•--1- OR 5' T.S., 3" SO. ALUMINUM MAGNUM B ( ALUMNUM MAGNUM ��. A COLUMN OR 4' S0. COLUMN OR 4' SQ. I MAGNUM GUTTER TO POSTS - NUN PATIO - ALUMINUM ALUMINUM tt (�IJLT ) )N,r, 1 @-AM TO POSTS - NON PATIO �� 7e 1 BEAM TO POSTS - NON PATIO c s/+�°z 1P0„'� t;T"rvPs � N.T.S. f_ N.T.S. dote description ey,,,• I - REVISIONS g JCOMMERCIAL SH1:ET TITLE CONNECTION U E T A I I — JOB NO. 97057 I�� PATIO O I CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURE , NON - PATIO J•D.B. f _ CHECKEDD I WESTERN AWNING COMPANY BEAMS TO POSTS , FASCIA To 1518 West Volley 111ghway North / Suits 101 / Aubum, Wo 98001 / 2(16•-83 13612 8th SF. E. SCROLL COLUMN TO ALL BMS DRAWN 3-7i76 SUMER W�„ 98390 JUIJE 1997 DATE SIIEEI N0. I ,1,97\97051\11-C51.dwg 1 proffer Nome: A. MIOTKE I Plot pate: APR 05 2002 15:11:34 ; Luei Modified pole: AF'R 05 2002 15:10:50 I 5ubhlittal: FIIUV SET i NOTICE: IF THE PRINT OR TYPE. ON ANY �-I I� I I I I Jill I 1 1 1 1 1 1 1 1 1 I 1 I 1 111 I 1 1 1 I I 1 1 1 1 I IT1]T- r1'1 111-111111 1 1 111 LIQ -rj I I I I1-111 1 1 1111 1 14 111 f 111 11-1 J-1 rI V-1 T-1r 1-1 r -rI > F1 (11P. 1111Ij 1111 I I I I I I I I I I III III I I I I I I I 1 Zl 3 8 9 - 10 11 IMAGE IS NOT AS CLEAR AS THI,.>, NOTICE, _ _ __ - _ -�- � � IT IS DUE TO THE QUALI i Y OF THE _ _ _ No.36 fpl,c,.r4w�u4a.r.■. ORIGINAL DOCUMENT E 6 Z S Z L Z 81Z I '� Z i� Z E Z 1 Z T Z O Z 6 i 8 T L T 9 � 91 � T E T Z T T l� � I 8 L 9 9 � S ZI 3I4i3wII � ! II IL�111.1►111t.tILLLllllillilllillll IIIIIIII IIIIIIIIIIIIIIIIIIII.IIII IIIIIIIIIIIIIIIITill111. 1111I1t11►1 lllillllllJ61 �illJlil{Ii. 11.11 1UlIli11�11 I`-- 8" (1) GU TIER SPLICE • SEALANT2' - IN - 1" 2' (SEE COMP( ILL m) •• • •• • • • • AWNING RAIL PER SHEET, • • • • • • • ;,•��/ ! \ EXISTING BUILDING _ ___ __ • ,• .•" -; r SCREWS PER 1/12 801 T �• •� I / 2 EXTRA SCREWS FOR • •• _�'/ p• a�' _ __ WOOD S100 WALL; I 6' MAGNUM (-jIl rER • •• • • • • • NEW OR EXIST. FASCIA ��/ 2��'1'0 �� =' - 41�' x 214' (AG 16" O.C. 0 STUDS + • '" ' BOARD, 2 x 6 HF 12 MIN. / ' x 2V4' AT 40 PSF 0 60 PSF • I / ) I 1 �1TT�R :'LIC._�' J MASONRY WALL ` ••• • • �' 1 J" "R 4' GECK W RAMSET 1RUBOLT 0 1 " O.C., 2Y4EMBEDMENT INTO SOL 0 _ W x 415" LAC SCREW EA. RAFTER / HANGER1 — � \ �i EA�R STRUCTURAL MASONRY 1 _1- _I_ 1 (2) 16d EA. RAFTER / X � NEW 2 x 4 Hf 2 l I I - (1) 16 CA. x 114' WOOD SCREW 0 8' O.C. \ \ CONT�('I.FU( R (0 6' Q.C. 0 4Q rsF & 60 PSF) \ _ //' \�. LAG a(WW T,�xEA.7 o 2 HANGER TO EXISTING WALL WALL STUD, 18 MAX. Ya "0' MIN. 12 N.T.S. AMAGNIN GUTTER -A--A /8 x 14" TEK 0 24. O.C. 0 3` DECK, / C., 5� MAGNUM GUTTER 5 - ►8 SMS (3 NEAR SIDE j (• 12` O.C. 0 4' DECK) �'x ONfly �\ 0; 8' � k 2 FAR SIDE. 10 TOTAL) • \� `�{'p^� �5 1' c• , • 1'-*-1" 2" 1" MAGNUM COME 6 - d8 SGS (4 NEAR SIDE 3%' MIN. `�� •• �� I k 2 FAR SIDE. 12 TOTAL) AGNUM G DIE TAIL LAM SPLICE + 12 N. 8. lie /8x15' TEK 0 9" O.C. 0 � DECK NEW :iiMPSON LU-24 -•' � 2- J18 x 14" TEK '1 i2" O,C. AT 4' DECK JOIST HANGER 4 � - 1.40 C 1 F - = - _ 0 LOGON i ' 2/3 "0 --- '•-- EXIST. BLDG. --��-1 MAXIMUM L'E(2C SPAN - -- OVERHANG '0' - - �^— I 1 Eo"IAEa (2•� .v s1 1 13'-4" MAX. FOR 25 PSF LIVE LOAD t��HANG "0" WITH BRACE LIANG '0' YN11i0UT BRACE , T� �� I I / 10'-10" MAX. FOR 30 PSF VE: LOAD 2'-6 M4X. FOR 25 PSF LIVE LOAD 12 MAX. FOR 25 PSF LIVE LOAD 8'-7' MAX. FOR 40 PSF LIVE LOAD 2'-6' ',AX. FOR 30 PSF LIVE LOAD 12' MAX. FOR 30 PSF LIVE LOAUI , (1) 4" BM SPLICEJ (4) BOLTS LACI( SIDE S'-10" MAX. FOR 60 PSF UVF LOA) 2'-0' MAX. FOR 40 PSF LIVE LOAD A` MAX, FOR 40 PSF LIVE LOAD (SEE COAIPONENIS) .- V.' BOLTS FOR 20 PSF LIVE LOAD 1'-6' MAX. FOR 60 PSI LIVE LOAD 6' MAX. FOR 60 PSF LIVE LOAD 'A n 1 EXISTING SAVE BRACE ATTACHMENT 2" - 101" BOLTS FOR 25 PSF LIVE LOAD I + X11" BOLTS FOR 30 PSI LIVE LUAU 12 N S * 46" BOLTS FOR 40 PSF LIVE LOAD - — — _- I 4 4" 1 BEAM SPLICED TAI ' SULTS F Xt 60 PSF LIVE LOAD �� 11103 '�- 36"0 9307 3- 411"0 9307 4- 4b"v 9301 12 N,T,S. � I BOLTS BOLTS Ba_TS sT 2" 114 4 BOLTS EACII SIDE (1) T SM SPLICE 20 PSF: V4" BOLTS WIREG Z J (SF.1: COMPONENTS) 25 PSF: 311' BOLTS 1 Y4" I I all r�' �-I 30 PSF: 14" BOI.TS i N _ L I ® 11 60 PSF: ;�" BOLTS Q�OFE S p i t 4f J600 I I I I �. 'IN f la 14FJ1000 11t` I I % 5 `� / �.4 Z 1Yrui[UU Iy4 - 1Y'" • / �� F\/\/_;�7j�;"�A 7�,KN Qr•r•.ysro''r,� r' f; II..N0. 6748 ryl 6 STEEL BEAM TO COL CONNECTION 1Y4• _1V�. Iv4�, �� P of �� N 1} Q„ ` I� (URAL NO.2031 ,��t\tl\1 1111 �e ,N,T.S. - ks �� T7 !�A Z—oa r1,� o r 44 1144” 1 V4' 1 A, lY� 3• . r';, : y i -' ,i Au � I 3• 3" I lex '1. B YRO�I . /'� 41v, * a �% lY4" TV I ( o 669 UP(:1T7p=� ! 411PYRO'� s 1 o u I yJ "° d 0 3" o o . 3" _ 1 a��A. .� 1 ' 1►� t•,'W RUCTURAL p a Uc ��' FKPIRE9 A' :> OF U 3-31.0 3• I PL. v4 W -o a ✓ F `Q r�,.c S' p; 3• I I OF 4$- r FGISTE�`` o a I o o , ( / ;" I PL. Y4" W/ �. �,rf N � D S;%��l_ 4 7 N �ooe000 �"!! EXPIRES 0 0 6- 4" BOLTS -_ _o I c H- W BQLIS �0, Ihltlk�Rk(�.7 a •. 4310 '04 rt 31�J I PL Vi' W/ B- • BOLTS IV+" 11'4• 5/4/02 uPOATE SrAI«PS STEEL\ 6 BEAM IQ�hjN 1,�' BEAM SEE GENERAL NOTE 12 7/1/Be RFv1SFr1 I)FTAII. 1/17 Q 7 -{ � - ( SPLICE FUR ALLOWABLE SPACE 11 /N•1•S• LOCATIONdole deacnVilon \1I \✓/ --� REVISIONS II -- JOU TITLE SHEET IITLE i Rupw F[MmAnSaFM -19 ORO COMMERCIAL & PATIO JOB NO. 97057 STRUCTURES CONNECTION DETAILS J.D.B. - CONSULTING ENGINEERS CIVIL AND STRUCTURALCONNECTION WESTERN AWNING COMPANY SPLICES A.TTACHME. NTT.O. 12 TO BUILDING DRAWN 13612 8th ST, E. _ 1519 West Valley Highway North / Sulte 101 / Auburn, Wo 98001 / 206-833-•1116 ;LIMNER, WA, 98390 JUNE 1997 DALE SHEET N0. 97\97057\12-057.dwg I Orafler Nome: A. MIOTKE I Plot Dote: APR 05 2002 13:44:40 I Lust Modified Date: APF? 05 2002 13:43;59 I Submillol: FINAL SET I I NOTICE: IF THE PRINT OR TYPE ON ANY �.I_ t t III III III I I I I l I t L I I V I I I 11 I I I 111 ( IT 111 IIT T7 T-L-1 -1 pT Till ;I 1 1 11 1111 1111 11 i III III 1 1 1 f I 111 III I II 111 ' I 1 I T I I I I I 111 1 1 1 111 1�T�� h r_f 1 ( ►-rl- 1 �TI_I 1111 III 1 1 1 1 1 1 1 T 1 I I , I I i 1 I 1 I I I I 1 I I I I I ._ � .• 1 IMAGE SNOT AS CLEAR AS THIS NOTICE, 1 2 3 IT IS DUE TO THE QI;ALITY OF THE _ --- _ --- _---- - — - No.ss ORIGINAL DOCUMENT' E 6 Z 8 Z L Z 8 Z 5 6 I i T S Z �' Z E Z Z I Z O Z o1>< L T 8 T S 1 T E T Z I t 6 LL T Il 111 I;� ll1 111.1 IL ► IIIIII111111III 11111111IIIA 11111111 IIII IIII Illi 1111 ll�l 1 Illl .11ltilll L11111►I 11.11IIIA 11 l