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13955 SW 72ND AVENUE-3 I E6 1 360" TO 'E PRovInE KIEW sTIC P LEGEND LIGHT ON EUIcbTINGI rOW /CEAIZ GF 51GEWAI.K_ POLEL14STALLIVIOW FY r61� EX15TING _PROP05EV 5109M LINE 1_3�1 l`LllD ASE \ CONTOUR LINO: -- lap-- \ CATCH 5ASIN ® �i��� U U caUTTPASIi2.04 DOyJ1JSPOUT 0 DS y� \ WIRE HYDRAINT Acr IL O IBF ''39.47 % \ __--_- _-- -- - -- ui r I - TINJ(m G + 190.29 1. Exl - F ISG L� Q ¢R h ^w'/YELIG.v PLASTIC CA? C'+E.TAIL �, Z(� 2 PAR:S k ASSCC. P-5 2264' i' S,+ I VJ 7 Q f NN ,^,xx Z h- \ 'SCJ a �a 0)0 \ ,� Q 's�, ( �EC.Ti CJN EF-7 c 0 ct _ iB GUTTE1o8 915IPP \� 7-i , O a 190 h \' I MIN 1' 011 fcNGN G� j n _ 187.53 i 1 ;-T I _1 - ,• 185 5W_-12Np AYE. 3+� Ii LJ 183.5 ' \\\� EXIST 'ia rD � fl7LG �-'a>'3F.•t. \\ �+ 185.95 mac\ I 16Q TO L�E\f-E IOVS D ,' ' 6 - - e �, -Vc,LITT�(';=185.91` � m- I �f � • sV'' 5;'-0" HOiLZ m 3 189.63 1� > IV •.95.91 V6�T• +©� t O i '-83.8; 184.33 /69 Q c FIRE HYD AIVT AJ9EIy3$tY 3.62' (p179.59' ;3.89' ?9.OVIDE IJEW STREET I IGMT ON /3/ _ '83.•', S Ex15TG rOWEjC POLE (INC-,TAlLA7II 6Y FCA E) RIM 179.4D / >. 160.0 I.E. 17 7.00 - 18 .19 IS 3,93 79.57 / oo a Spa 183.39 18 69 -- a.e 117 3 Sr^i.uoR � 82. ' o - J 180 _5' pl mi m 1 8 0,00 9D 3 p°,°�� s <q \,\ Mai 4 I.E. 117. \• �SSS�c .�.. T 'EP-;CpCgo �\ \ 181.53 (v will ll D �\ -ITANK 0 Z COVER we'll � \ 1.E. 176.L3 �'j "� �\\ �\ -- - ..__ •• �. \ 1> + 179.37 sa Z a c� df.. GUTTEf�=150'13 O ..r. 'A \ L L) - ExlsnNc BUILOR.\ 1 + 178.29 2T.L. 1000 _ 4Fo � �v O + 9 1'7 9.5 7 rte^. 177 1 180.L 1 160 C0 RUCTION 9 � .\ , �. W M, 11 I'TIT T 1 G. kHC-E SD- a '..( O F X77.59 + 177.21 y ��c0 / �,\S�i ' �` \ \ VJ lu e GB. \� �� \�+� - EXISTI►IG C'�._ + 177,49 r � ' 1 �8.y1 1 leo ✓7 ,+I . From �LND _\1 QUILTS plZd �b P,L!I LDI�;(sl -- I YPZ:Ir-Y PKI01Z TO C.oNST•) c� ' oo 7.E.- 112. 15 Q"') + 76,91 RIM 177.5 b , , �q ti' PU_k- INTO EACk 0;: C.5. F I`�O.Z51 �\1 f '+ 176.93 LE. 175. 00 '77•VS � SEE pTL• e�"M a \177.87 + 175.9.3 \ -�` 17 \` EXIS?ING M H 1�J BOUNDARY LINE AGREEMENT - i 1 • \ DK. 313, PG. 682 \\ - / I�IAIL�TAIN ExISTWy I.E. 175.45 177.8 _I�ArEs Awumr M.H _ - �� ..t i -- - n •, t 9 .H'a9' D S. cq.c P.5. D.S. _ - - --- - 11 V L - 12 7.50' CII _ S 48'55'0.1' 1. !. 1, r - - - -- - .97- - ??s 41 Q7 - .�\\ �-• 1710 �_. � - - // `15 P v C C•' I .� N 11 9i 175 Sc ...�.. � - ----- `_, I "fir DRAWN BY LF _165.;Y A`_ a✓ x v2 ---- \ • 2.63 - -- - - - - - U -- ---_----. _-__- - .r- � 00 CHECKE BY (� P'I MH T TF,E _. _ 51L-T FErICE / ' . `__.._..__ _-•--�.----_ _ ------•--..._..- --- - 5,8 I R. Wl'YEILGW PLASTIC CAP � + 1 10.45 + 1 73.45 STA.MPLI) PARIS & ASSOC. PLS 2764' BENCH MARK RE VISIONS /' - CJ1Y OF DISC � ✓+ 168. ,9 __..___. __-. _ -.._.. --- - - TIGARo l�l 0 1-�I ICT - - - -- + 172.91 I `` `1 } No. 22 ELEV-165.00' r 189 + + 170.73 �\ + 172,77 IN CURB AT NW COR. _ 1 .'cJ.t;`, $1 SW LANDMARK LANE u TKLV1 PK0PF_ SAN 15A FROM C,UITKY � -�LIVIrIc, + 17:'.1'7 I E L - =`" 2 ya MIN. SLOPE- S IW'E A EA 25,41b g62. F7 (v416 I,e000 t��f12rET C �IcAT1vN� tXISTIuy SANITARY �1QlL ONZ'ROL OJ;��,� - 1. IT IS THE IVTE1fT OF THE ERr7,ION CONTROL PLAN, AND IT E! U I L P i �6-j AJZ EA �� 14- g`sx F7_71 `�EWEIz F:Ih�I= I-Ico•05 = 91lI►I.L BE Z71E CONTRACTOR'S RESPONSIBILITY, TO ENSURE - � I :• IN= I(03 i`i ' TBAT: A.) 00 SILT OR SEDIMvVTS ARE ALLOWED TO ENTER p��,ICI}..�(� }c} D, 8 Ce M f ACT 2- �-d(,A.p.Z�.ToTAI✓ �4,Ofi1/Ior�p> THE STORM SYSTEM; B) NO DIRT, 'M OR OTHER DEBRIS I !..ou1: ARE TRACXE0 PU ONTO BLIC STREE1s; C) Tm SITE IS M,, " STABILIZED To PREVwT AND CONTROL DUST. SITE GRADING, UTILITY AND EROSION CONTROL PLAN LE61AL pEr�F2• P071o� SE %4 pec I) Z. M=k POSSIBLE, MJ.NTAIx NA77JRAL VEGETA-11011 FOR SILT _T_A 1F-I�T IL) caL11�T`>' UIEF1enr-� ( T»"mom •i CONT L. THE PROJFdT CLLARING LIMITS SRALL BE I I 1O �%1' C�A x t-O T l u `C l f FLAGGED LN THE FIELD PRIOR TO STARTING rLEARING JR .LI C"f U�N AN,,W1NN[ f.Cfr WIIN TN. CRADIl10G ACTIVITII�S. North MK KI Nl1(1(IT(7�11>1Sp(,I�If1 ►( r S.I�Nf`.fM NOT 10�F UK.�IMI fqj Mt} r11q�NWwi.TfNr(II4i1.1S (NtM4 3. TMWOPARY SEDIMENT CONTROL FACILITIES BUST BE IN SHFFt 01111II IN F''RIOR TO ANY CLEARING OR CONSTRUCTION XND MNLU BE SATISFACTORILY. MAINTA1.14ED UNTIL CONS'TRUC- TICM AND LANDSCAPING ARE COMPLEPI.O OR THE POTPNJ`IAL MI ON-SITE EROSION HAS PASSED. ;' S D 4 . PONDS, U>ZTC .,tIEAND S I LT FENCES SHALL 1 L, CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON 'THESE PLANS. THE LOCATIONS OF FROSION (.CONTROL FACILITIES MAY BE RECORD SET BASED N of J MODIFIED TO SUIT FIELDCONDITIONS, SU&7ECT TO APPROVAL OF THE ENGINEER. CONTRACTORS INFO. 11--6-91 13X55 SW ...NL: r,VEIUUE JF • ( IF THIS DOCUMENT IS LESS • I 11� 11 I ISI I I I I I I I I r l lI I I I I 1 I I I !11 III III III II I III II I I I III III III I I I I I III I I f fJITTII 1 1 1 I I III ;I I III I I III I I I I I I I�I�I 111 I I�I I I i I I I I I i I I III I I1`I I p I ►k'' 1 LE THAN THIS NOTATION, I I I I-I 16 OCTCDER 26 1993 LEGIBLE f ------ I IT IS DUE TO TIIF QUALITY OF tw; THE ORIGINAL DOCUMENT. • �I III�f11-11-I►11ti1111-11A111f111►-►IIILI LIIII 1191111111 IIII ZIIII II�iILlI11 IISII IIII IIII LIIIII�II9I�rItIIiI�►IIIIIIIIILi �9i 9�l " 1b1f bi i ii t 8R_I 1Frii,+ 7. .� IIII IIII IIIIIIIIII Jllill�►III II►I�I�IIII�IIII IIII�IIII II1�I111►;III 1�I1 IIIIII�"II IIII IIII �I1111IIIlllll1ll11i,IITII IIIIIIIII�IIII I111�111TIIIINII� �e 0 _.. oon � U �R NQDI 0 Tt�Q.u� rLQol; CITY OF rARD — 3 h2 VTC.. Approved ........... For only :ork ta� .�• the �.�• ... Lo cJF►k By: AI='F'ROVED . . . . . . . . . . . . . . . . . . . .K CONDITIONALLY APP'' t f'v,EL . . . . . . . 1:1 APPUIOVAL %—F PLANS IS N4'T AN APPROVAL OF 0M13`S10N'-' OR OVERSIGHTS. 5ulv r/0' ,.> (71 ,� .4♦N/'J-H.4+M.lO\WY•'I.�.^.�4.1/�Y.M•MI.M1.�I.4..11w1 w.�:��.N.h.�.�..K.AI.YN�G�.♦^•w...w�a.Ri`Mt.�..1...(i.I.._.w...`�..uw..V wi.. ... _ '. .•_ - Z")u ;::?W ft1'(fi Piv#--"Nq C, IF THIS DOCUMENT IS LESS li Jill il , LEGIELE THAN THIS NOTATION , 111 I III III ( III III III III Ii I III III1111111riff-rIII III III � � 111I1 111II1 1I I 1111 I1 Il•IIil1 III 6 ,, �VTOB _ � 26 A ' aIT IS DUE TO THE QUALITY OF 10I . . ,. VHE ORIGINAL DOCUMENT . IIII EIlli Ill6l ZIlll�ligll II1, IIII IIII IIII IIlII(IIiI Ili{ IIII IIII �I11 IIIII !i I III►�II II Iliilllll Iilli-1_I I�I,IIIIIilllll II III Illlll_l Z L 93 fiZ TZ OZ 61 R 9T � I Zlf TIII Ill. , --- �llll RIII II IIII illilll, I' I 1{11111 III�I�1 Z , + IIII III �Jill IIIII . IIIIIIIIIIIIIIIIIIIIIil791111611lllll 1 .111,1111 e� w __ l 3 q55" ,5l�.uV V 7.?n d �j�-,ue. ��°�,, , ___._......._..�__�._.. ....»�.. .w \ �__ TRAFFIC IMPACT FEE Installment Payment Application and Disclosure Statement A�!/tl hen� G"�✓QA1,l f=l!"�'%��%�.' In the Matter of the Traffic Impact Fee for ' oo Buildin Permit Tax Map ZS ��,_ Lot Number(s) _ 21-0W— Tax _- 3gs5� w ✓ U �_ Subdrvrsion ,�/�-- r,el Site Address 1: 000 Z TIF Land Use District . �ND� Lj.------ Gase File # �_— — "G To Be Billed To AW Ole ------ Address: �--- To the City of Tigard. In z�ccordance with the { rovisiort of Oregon Revised 11i�impact tlee 223.208 the 8nardinance na i 1r gaof major colsnington lector unty Oroads and No. 379 which relates to the imposition of a traffic has been determined by Washington County Ordinance arterials of Washingtar County, I/we HEREBY MAKE APPLICATION AND AGREE, JOINTLY AN SEVERALLY, to pay r.ry/our traffic impact fee, a nanced together with one-halt of One year's No. 379 in I .& semi-annua_I ' tallments of the am �annual percentage ate on the unpaid amount interest thereon at a rate of application is signed. The firs) owed. The lier date is the firs day of the th following the date the month intervals thereafter for a period of payment is dupe six months trreentfwill ncudesix principal and interest. years. Each installment pay If I\we neglect or refuse to pay any part of the installments provided hereir,, including interest, within one 1 year after the same shall have become due nceaand nd shall be collected then d in the whole mannerlt of the p provided bylaw assessment shall become due and payable at o including foreclosure on the above-described real property. rate of interest The traffic impact tee,annual percentage (_ 25%) and finance charges which I/we agree Do� z to pay are as follows: HIGHWAY TRANSIT a OO -- sso oo s� L 3 1) Amount of Traffic Impact Fee . . • • • • . • • • • . 2) Amount Financed 3) Equal Semi-Annua! Principal Payments . . . . Z o- 4) Interest on Balance at Pate of . . . . . . • • . 1\%Ne understand that the amount owed, as stated a o e, shaS be a lien (D)n the abovORSe-described subject property pursuant to Washington County Ord 19 DATED this / day of Signature of Property Owner(s) Signature of Property Owner(s) Name (Please Print): STATE OF OREGON Address: County of Was,iington ) I L da of ' e44 �l ,, t 9�. SUBSCRIBED AND SWORN TO BEFORE me this Notary Public for Oregon My Commission Expires: ~ _ _ --- �, CERTIFICATE OF �,�;�=yTWLD OCCUPANCY CITYOFT11FARD ;•=ERih.[T 91�. . . . . . . a BUP91--+�1�6f, COMMUNITY DEVELOPMENT DEPARTMENT 011'0ON 13126 SW HWI Blvd P.O.Box 23347,TIPM,Or@W 0.20 0"75 PARCEL: <<: ).tl►).DG �7tkiV+ri 1 TE ADDRESS. . . 13955 S.. 72ND AVE: ZONING: 1-41 ,UNrr i V I S I ON. . . . I I^ -UCK. ..._ LOT. . . . . . . . � _--------- i-.LASS _____....__r LASS OF WORK. a NE.W i'YNE:: OF USE. . . :COM OCCUPANCY GRP. :B2 OCCUPANCY LOAD a I'ENWNT Nf IME'. . . a AUTO BATTERY & ELECTRIC fiem,arkst Construct new Guilding For Auto bilti:er-y & Electric Ownert NIL_t_ LEE=K 1515 SE HAWTHORNE PORTLOND OR 97214 Phone #a 238--0888 LSH CONSTRUCTION, INC. 19373 NE CALKINS LANE NEWBE.RG OR 17132 F'hcjnt<� 11: 5313--6353 Rou 4. • s 65769 Occupancy of the at,clve r,efer•enced building is hereby given, and rprtifiea the Compliance with the St&te Of C)r•egon •"3pec'-a.aclty Cod<3e for the gt'o"Nl orc ,anc.ly, and t%e under-, which the referenced permit wr. ies11er1. 11..._____._ Nr INSPECT f� F I RE' DEPARTMENT ,f AIIJIL.DMaFFIf�jA/ POST IN CONSPICUOUS F-11-ACE # # # # # # CITYOFTIFARD CnYOFTW ,� COMMUNITY DEVELOPMENT DEPARTMENT o:noae+ t LUh1R I NG PERMIT 13125 SW wi eMd. P.O.Boa 23307,Tip",O"qDn 07223!6633)6304176 PERMIT #. . . . . . . : PLM 91—020 0 ---- 639--4171 L1ATE ISSUED: 11,104/91 51 TE ADDRESS. . . : 13955 SW 72ND AVE PARCEL: 2S I O 1 DD-01 X100 SUBDIVISION. . . . : "ZONING: BLOCK. . . . . . . . . . . LO1.. . . . . . . . . . . . . . CLASS—OF—WORK. . :NEW — _ --GARBAGE—DISPOSALS. . : MOBILE HOME. SPACES. TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW F°REVNTRS. . : 1 OCCUPANCY GRP. . :BE' FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : F I XTURE 5------ ------ LnUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . . LAVATORIES. . . . . . OTHER FIX"TURES. . . . . . TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . : WATER CLOSDET5. . : WATER LINE (ft ) . . . . . DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : RemarE<s : Owner,: --------------------------------------- ________._._____— FEES LBH CONSTRUCTION type amol.<nt by date recpt 1937.3 N. E. CALKINS LANE PRMT $ 25. 00 PLL 11/04/91 — 5PCT $ 1 . ,715 F'I_L 11/04/91 — NEWBERG OR 97132— I'tiune #: 224-9560 �ontract oil- ----•-------------•--------•-------- (.ONTR►;rTOR NOT ON FILE --------------------------------------- Phone #: $ 26. 25 TOTAL Req #. . : -------- REUUI RE:D INSPE.C'I'IONS ----This permit is issued sub)ect to the regulations containei in the Top--ol-it Insp —�___,_�� . Tigard Municipal Code, State of Ore. Specialty Codes and &'1 other Final Inspection _ applicable laws. All work will be done in accordance with - approved plans, This permit will expire if work is not started within 188 days of issuance, or if work is suspended for sort than 188 days. — ---- ---- — e r m i t t e e S i g n a t u r^e : [ssLied By : Call for- inspection — 639-4175 CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT N,~. 191-1?19309 CHECK AMOUNT - 26. 25 tll()MF— 1-814 CONSTRUCTION, INC. CASH AMOUNT s 0. 00 ODDRESS e 19373 NE MILKINS LANE PAYMENT DOTE a 11/04/91 SURD IV.�5I Or"I NEWBERG, OREGON 97132— 13955 3WL 72ND AVE PURPOSE OF PAYMENT. (MOUNT PAID PURPOSE OF' PAYMENT AMOUNT PAID PLUMBING PE=RM 91-0200 00 ST. BUILD PER 1. 2.5 TOT(AL. AMOUNT PAM 26. 25 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection —___—L!�Ll— ----------------- — Date Requested /0 — Time_. _ A.M.__ P.M. Address ' 3� w?,�� _ Permit Owner J, /4 f5' Lot Builder --- The following Building Code deficiencies are required to bt corrected: Presented to _— / _.. __ _ Approved Inspector _— _—. [ Disapproved Date ---1�— - l CALL FOR REINSPECTION YES ( -1 NO 119 9WX WX MU IR INSPECTION NOTICE City o4 Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �/ -- _-_------- --- Date Requested..1c-Jv� -- Time _�_ A.M.__ P.M. '> S""Sal �o� Permit #_-- - - Address .� 2 --� �j�v�� Qopt Owner / } -� - LotK Builder The following Building Code d-ficiencies are required to be corrected: PresonApprovedird t� ____ -- -- - - Disapproved Inspector _ - nate ._ �- CALL FOR REINSPECTION F-1 YES ONO I�SpE('TION NOT7c'6 City of Tigard Building Dr.'psrtmOnt 13125 SW Rall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Businese Phone: 639-4171 Inspection:_ -- — rootingPlbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Strum. San. Sewer Framing -Bldg. Poet-/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Garp. ad. -Koch.� A _Timet M _--_PM Date Requested: -- � Addresser L i— '! _` Permit Builder: THE FOLLOWING CORRECTIONS AR8 REQUIRED: , r' InspeCtOrt Datet__-_/_. wppppVSD DISAPPROVRD , APPROVED St1a.TRCP TO ABOVE Call For Reinap. INSPECTION NOTICE city of Tiqard Building Departaent 13125 SM Hall Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Friona: 639-4171 Inspection:_ _ ------ -- Footing Plbg. Underel.ab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mec . Date Requested: /� _�TLBy AN PM Addreeesl � 4/J� P�rmiCOL Builder: , r �- THE FOLLOWING CORRECTIONS ARE REQUIRED: J Inspector: APPROVRD DISAPPROVVIV APPROVED SUR.TK(`T '^O A:ktVF Cell For Reinnp. j MW NS PI-c-Tw9-MC City of Tigard msild1mg DeParent 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inopection:� PlbUnderslab Mach. Rough-in Appr/Sdwlk g. Footing _ FINAL: Found. I.Top Out Gal Framing -Bldg. Post/Beam Struct. San. Sower ` Insulation -Plumb. Poet/Beam Mech. Rain Drain insuJ -Mach. Plbg. Underfloor Nater Line Gyp. Bd. l � /) Time: �.-� PH Date Requested: 4 /�s— tlCL Permit f: Addresa;_ (_"rte ' - Builder: THE POLLONING CORRECTIONS ARE REQUIRED: Dates / — Inepectors APPROVED DISAPPROVED APPROVED SUBJECT TD ABOVE Call For Reinap. i INSPECTION NOTICE City of Tigard Building Departmmt 13125 SN Sall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_—. Footing Plbg. Underelab Mech. Rough-in Appr/Sdwl.k Found. Plbg. Top out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line ''Gf yp. Bd`J -Mech. Date Requested/:/' y^� �••• Time: AM _PM Permit /: TZ) v _ Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: — - G --- — Hats: PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ___Call For Rainep. CITY OFTIGARD MECHANICAL CFTYOFTWAVO PERMIT 1 COMMUNITY DEVELOPMENT DEPARTMENT 001010"�7 c-",ERmi-r #. . . . . . . : MEC91 -02238 13125 SW HWI Blvd. P.O.BOX 23397,Tigad,0"190n 07223(6W &W ) 4175 2 G 173--7Fr-Fr— IE ISSUED: 10/ 10"/C�l SITE ADDRESS. . . : 13955 SW 72ND AVE PARCEL: 2SIOIDD-01000 ,-;IJBD I V I S I ON. ZONING: BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . CLASS OF WORK. . :NEW FLOOR TURN. . . . EVAP COOLERS: TYPE OF USF_. . . . :COM UN IT HEATERS. . :LVENT FANS. . . ::-' OCCUPANCY GRP. . :B2 VENTS W/O APDL: VENT SYSTEMS: STORIES. . . . . . . . : 1 60 1 LERq/C(Jrf1PRES3S0RS HOODS. . . . . . . : FULL TYRES-------------- 0-3 HPI. . . . - DOMES. INCIN: : /GAS/ 3-15 HP. . . . : COMML. INCIN: MAX 1NPUT: 120000 BTU 15-30 HP. . . . : REPAIR UNITS: FIRE DAMr-,ERS?. . :N 30-50 HP. . . . - WOODSTOVES. . : G-AS PRESSURE. . . :L 50+ HP. . . . . CLO DRYERS. . : NO. OF AIR HANDLING UNITS OTHER UNITS. - FURN ( 100K BTU: 10000 cfm : GAS OUTLETS. :2 1-URN i =100K BTU: > 10000 cfm : kemat-ks : Constv-1.ict new b,.tilding for ALito Battery A, Electric. Install mect, equip. Owner, : FEES "U-TO BATTERY & ELECTRIC type amoLtint by date r`eUpt 13955 SW 7.2ND AVE PIRMT $ 30. 00 JLH 10/10-,")l OLCH $ 7. 50 JI-H 10/10/91 T113ARD OR 97223 5PLi t I. 50 JLH 10/10/91. Phone #: contr-actor-: -----------------____.------_._,_ SUN-AIRF SYSTEMS, INC PO Box 231268 TIGARD OR 97223 Phone #: 624-6061 $ 39. 00 TOTAL Rep #. . : 70034 REQUIRED INSPECTIONS This persit is issued subject to the regulations crntained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Odes and all other MecVianical Insp applicabli laws. All work will be done in accirdance with Heating UTit Insp approved plans. This permit will expire if work is not started Dl.tct Inspection within IN days of issuance, or if work is suspended for tore Final Inspection than 180 days, Permittee Signatures [ ,;,sited BY: Call for inspection 639--4175 INSmi,ION_MTICE City of Tigard Buildiag DeP--taent 13125 SN Hall Blvd. Tigard. Oregon 97223 Inspection Lina (Rec-O-Phone): 639-4115 business Phone: 639-4171 Inspection:— Jnderslab Mech. Rough-in Appr/Sdwlk Footing plug r Jas y ine, FINAL: ` Pound. Plbg. Top Out \ San. Sewer Framin -Bldg. Poet/Beam Struct. - -- -plumb. Past/Beam Mech. Rain Drain insulation Gyp �_ -Mech. plbg. Underfloor Nater Line Cr ' 7 ! / Time: ----Am � PM Date RAQuested: Address: d _ permit 1: Builder: THE FOLLOWING OORRECTIONS "E RgQUIREDs IVR ------------ Date r Inspoctor: APPROVED DISAPPROVED APPROVED SUBJFCT TO Call For Rainap• INSPECTION NOTICE ���� City of Tigard Building Department r 13125 gW Ball Blvd- Tigard, Oregon 97223 Inspection Line (Rec-O-Phonttt: 639-4175 Business Phone: 639-4171 Inspection: '��Gs • ` //AQP' Tooting plbg. Underslab Mech. Rough-in Appr/Sdwlk � Pound. F1 . Top Out Gas Line FINAL: d Post/Beam Strutt. San. Sewer. I'ra:^.ing -Bldg. post/Beam Mach. Rain Drain Insulation Pl:unb. -Meeh.�( Plbq. Underfloor water /ILine Gyp. Bd. I AM Date Requested: 7 Address: /-5 1�.5 f? - pax-Mit 1:_� c . - Buildor:_Z- :�Z Z X TRE FOLLOWING coRitRCTIONS ARF REQUIRF.Dt r Inspector: ___ — - Datet-- _APPROVED __ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. IMPECTION NOTICE City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 917223 Inspection Line (Rec-O-Pho:.e)s 639-4175 Business Phone: 639-4171 Inspection:_ z Foot .ng P.lbg. nderalab Mech. Rough.-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Pont,'Beam St.ruct. San. Sewer Framing -Bldg. Post./Beam Mech. Rain Drain Insulation -Plumb. Plby. Underfloor Water Line Gyp. Bd. -Hoch. Date Requesteds_ (-/ C--/ ? - Times AN _ PN Address:_ / y,�J �� Builder: ,e7 _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ,a ------------ Inspectors bates_. _ �_AePIbOVtD DISAPPROVED _ APPROVED SUBJECT TO 11B0VE Call For Nei:isp. I11BPRCTION No Cg City of TL9a11d Building Depart"" 13125 SW Hall Blvd- Tigard, Osten 97223 Inspection Line (Rec-O-Phone): 639-4175 Bueineas Phune: 639-4Y71 Inspect ions__�-- Footing Plbg. Undarelab mech. Roucn_in Appr/Sdwlk Plbg. Top Out Gas Line FINAL: Found. f�� San. Sewer Framing -Bldg. Poet/Beam Struct. -----""� -PYumb. Poet/Beam Hoch. l Rain Drain insulation -M Gyp. Bd. V plpg. Underfloor Nater Line � PN Timet Datc. Requeetods I� ,��� /� '74 ermit Address: Builders ---"-- PHE FOLLOWING CORRECTIONS t.RE REQUIRED: Inspectors bISAPPROVRD APPROVED SUB.IECT To ABOVE APPROVED -- Call For Reinsp. I M IV lliiil_ IRSPBCTION NOTICE city of Tigard Building Department 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phonc): 639-4175 Business Phone: 639-4171 Inspection: :;' _�- - Footing tS Under.slab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain insulation -Plumb. ) Pit)(,. Underfloor Water Line Gyp. Fd. -Neth. / Date Requested: _� / _ Time: /�ZA�M --PN Address:__� 5�� 7 Builder:--- THE uilder:_TRE FOLLOWIN.i CORRECTIONS ARE _ - ---R-EQUIRED: InsPectors ------ --- ate:_ �_�- APPROVED DISAPPROVED - APPROVED SUBJE(`T TO ABOVE Call For Reinsp. 1Nlj� .NOTICE City of Tigard Building n7223 13125 SW Ball Blvd.. Tigard, Oregon Inspection Line (Rec-o-Phone): 639-4175 Business phone: 639-4171 Inspection: Tooting Flbg. Underslab mech. Rough-in Appr/Sdwlk Plbg. Top Out Gas Line FINAL: Pound. post/Beam Struct, San. Sewer Fr.aminy -Bldg. Post/Beam Mich. Rain Drain I::sulation -Plumb' ploy. Underfloor Water Line Gyp. Ed. -Hoch. Time: AN PN Date Requested: / � —� � / �%� S �h d-_— q/ Fermat — Addraee: 7 Builder: THE FOLLOWING cnRRECTION6 ARE REQUIRED: i inspectars i, Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. i INSP_ ECTTQN N T 1_91 ( 11 City of 11.Blvardd. . Tigard, Oregon 997223 13125 an Ball Blued. x19 Inspection Line (Tec-O-Phone): 639-4175 Business Phone: 639'4171 Inepec A Inspection' A r/Sdwlk Plbg. Underelah Nech. Rough-in Pp Footing FINAL: Found. Plbg• Top Out Gas Line -Bldg. San. Sewer Framing Poet/Bei Struct. -plumb. Neck Rain Drain Insulation Post/Beam -Hach. Underfloor Gyp, Ad. �. Plbg. Water Line —PN _ A!9 �" —__Time: Date Requested:_ "I dpermit .-- Address:__ _ THE POLLOWING CORRECTIONS ARE REQUIREDs _ — --- 1 Inspectors DISAPPROVED APPROVED SU�C'f TO A60" APPROVED _- I Call For ReinsF- CITYOFTIOrARD A COMMUWY DEVELOPMENT DEPARTMENTocff noa+ RD 1312'S SW FWI Blvd. P.O.Boos 23397,Tip M.Orspon 97223(603)SMAI75 PERMIT #. . . . . . . : PLM91--0060 639--4171 DATE ISSUED: 08/30/91 ITE ADDRESS. . . : 13955 SW 7-'ND AVE PARCEL: 2S 101 DD--0 1 000 SUBDIVISION. . . . : ZONING: I—H BLOCK. . . . . . . . . . . L.OT. . . . . . . . . . . . . . CLASS OF WORK. . :NEWT GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTR,S. . : OCCUPANCY GRP. . :B FLOOR DRA. NS. . . . . . . . TRAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . :2 CATCH BASINS. . . . . . . . 1=IXTUREf,._.________..___- LAUNDRY TRAYS. . . . , : .:;F RAIN DRAINS. . . . . , `51NKS. . . . . . . . . . . URINALS.. . . . . . . . . . . . . GREASE: TRAPS. . . . . . . . LAVATORIES. . . . . :E OTHER FIXTURES- - : TUB/SHOWE:RS. . . . : SEWER LINE (ft ) . . . . : 100 MATER CLOSE.TS. . :2 WATLR LINE (ft ) . . . . : 100 i:)I CIHWASHE RS. . . . : RAIN DRA T N (ft ) . . . . . i I,emar-ks : Cunstro.rct new bl.rilcding fk)r Al-rto ]Zatter-Y R E1Pct1`^ic FEESyF_..__. BILL LEEK �am S type ul.rnt by date rem t 1,515 SE IfAWTHORNE FIRMT 95. 00 JLH 09/30/91 — PLCK 1, 23. 75 JI-1-4 013/30/91 - I-ORTL_AND OR 97214 5PCT 1, 4. 75 JL.IJ 08/;30/91. - �horre #: i;ontrac.tor,e WESTERN PLUMBING 9460 SW TIGARD STREET TIGARD OR 97223 ___.__----.._.___.__.________.__.—__----_--- F,h o n e #: 503E+395L96 f 123. 50 TOTAL Ike,:( #. , : c'439 --- ---- REQUIRED INSPECTIONS This persit is issued subject to the regulations contained in the Sewer Inspectiun Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Line Insp applicable laws. All work will be done in accordance with RoLrgti—in Insp approved plans. This persit will expire if work is not started Top—o .it Insp within 198 days of issuance, or if work is suspended for sore Storm Drain Insp than 198 days. Rahn Drain Insp Final Inspec-tian F i e r,m i t t e e S i r)rr a t i_r r e: T s s i_r a rd B y • Call nor inspection - 639-4175 CIl'Y OF '('IGARI) -- RECEIPT OF PAYMENT RFCFIPT NO. a 91 21 C,A(-.5 CHECK AMOL.)N'f 123. 50 NAME t WE-STERN PLUMBINC CASH AMOLJI\fr 0. 00 ADDRESS s 9460 SW TIGARD AVE VlAYMENT DA-rt:, 08/30/91 SUITE 101 SUBn I V IS ION TIBARD, OR Q72r--'3... PURPOSE OF PAYMENT AMOUNT PA I D, PURPOSE OF PAYMEN'T AMOUNT PAID 95. 00 PLAN CHECK FE 2'3. 705 !.-)T. BLW—ij PER 4. 75 1 :3955 SW 72ND TOTAL AMOUNT PAID IM MM Aw INSPECfION_NOTICE City of Tigard Building Department 13125 Sw Hall Blvd. Tigard, Oregon 97223 Inepection Line (Rec•-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_./'L � Footing Plbg. Underel Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Pont/Beam Struct. San. S6w"z Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. PJ.bg. Underfloor Water Line Gyp. Bd. -Mech. — : Date Requested:— y `1 Z Z _ Time: AM PM Address:_. �. / J �> 4b�Lmit O:—1 Liv a ..__—L — — Builder: _ THE FOLLOWING CORRECTIJNS ARE REQUIRED: I tnsr�rtor. , Date: _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE. ,_Call For Reinep. *R .n�a *� v v •ve we INS CTION NOTICE City or Tignr'd suildinq Departuent 13175 BN Hall Blvd. Tigard. Oregon 97223 Inspe^.tion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections,_ Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk � Found. P1 . Top Out Gas Line FINAL: Poet/Beam SY.ruct. San. Sower Framing -Bldg. Poet/Beam Much, Rain Drain Insulatio,i -Plumb. plby. Underfloor Fcletur. Line Gyp. Bd. -Mer,h. Date Requeeteds_ Permit is �"- Addreee:_ --- Builder:_L-C� TNS FOLLOWING CORRECTIONS ARE REQUIRED: � mit'//�'►r Inapecf.or: Date APPROVED DISAPPROVED APPROVED BUBSFCT TO AROV2 Call For Reinsp. INSPECTION NOTICE city of Tigard Building Department 13125 SW Bell Blued. Tigard. Oregon 97223 '/� Inspection Line (Rec-O-Phane)= 639-4175 Business Phone: 639-4171 i Inspection: --------- Footing Plbg. Undersla Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL= Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mcch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. -- �� Date Requested: ------- - Time: AM _PM ce Address: 3.--- Builder:_-_-------- `. --- THE FOLLOWING CORRECTIONS ARE REQUIR&D= Insi !cto s- --- Date= APPROVED _ _ DISAPPROVED _ _ _ APPROVED SUBJECT TO ABOVE ��t- Call For Relnep. Construction Inspection&Related Tests Carlson 'Testing, Inc. P.O.Box 23814 6 X 12 CONCRETE Tlgsrd,Oregon 97223 REPORT OF TEST SPECIMENS Phone(603)884.3480 FAX(603)884.0964 Date Molded: 08/09 , 19 91 Job No. CP-6269 Permit No: Client: LBH CONSTRUCTION — Project: AUTO BATTERY & ELECTRIC Address: 13965 SW 72ND TIGARD OR Contractor: LBH Sub Contractor: Concrete Supplier: _ WILSONVILLE Truck No. 20 Ticket No. S-08243 Cast By: C . STASCH Test Time:10:45 _ load No. 1 — OVERCAST 75 58 Weather: Temp. High: _ Temp. low: TILT PANELS 6 , 5 _ Location of Placement: ——— Cu. Yds. _ Concrete 7 p: Strength Requirement: _ 300'J PSI ® 28 doysSlump 4 M Cement Type_ I Max. Aggregate_3/4 Mix No./No. Sacks 3000 Air Content — Admix. Amount: Brand: Admix. Amount: _ Brand: _— Set Test Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. 7 8381 08/11 08/16 8 .27 _ _ 4 28 8381 08/12 i 09/06 8 .27 4400 7 124,410 4 28 8381 08/12 09/06 12,330 28 .27 4330 7 FC 7 8381 08/12 08/1 8/16 not tested 8 .27 HFC 8381 08/12 not tested 28 .27 cc:EITY OF TIGARD -----�--- Carlson Testing, Inc. Construction Inspection!l`Related Tests 6 X 12 CONCRETE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 87223 Phone(503)684.3460 Dote Molded: 08/09 19 91 Job No. CP-6269 Permit No: FAX(503)684.0854 Client: LBH CONSTRUCTION Project: AUTO BATTERY & ELECTRIC Address: 13965 SW 72ND TIGARD OR Contractor: LBH!„ Sub Contractor: �- Concrete Supplier: — WILSONVILLE Truck No. 20 — Ticket No. S-08243 Cost By: C . STASCH _ Test Time:10:45 Load No. 1 OVERCAST 75 58 Weather: Temp. High: Temp. Low: Locaf:on or Placement: TILT PANELS 6 , 5 _— —Cu. Yds. Concrete Temp: Strength Requirement: 3000 _ PSII (a— 28 _days5!ump_4 " Cement Type Mix No./No. Sacks 3000 Air Content Max. Aggregate 3/4 Admix. Am Dunt: _ Brand: _._ Admix. Amount: Brand: Set Test (a Register T pate T Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 7 8381 08/12 08/16 28 .27 — 28 8381 08/12 09/06 8 .27 28 8381 08/12 09/06 28 .27 �— — FC 7 8381 08/12 08/16 28 .27 HFC 8381 08/12 128 .27 — Remorks:CC :k I TY OF T I GARD INSPECTION NOTICE fid w~ City of Tigard Building cfC. 13125 SN Hall B1vel. Tigard, Oregon 97 Inspection Line (Rec-O-Phone): 639-41.75 Business Phone: 639-4171 Inspection 1 E. i Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Pound. Pibg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -BlAg• Poet/,Paan Mach. Rain Drain Insulation -Plumb. Pibg. Underfloor Water Line Gyp. Bd. -Mach. Date Requested: v ^!z_ eil __rime: _X'-AM _PM rddreee:_ L-5y5S Le/ Permit #: Bu. ldert L THE FOLLOWING CORRECTIONS ARE REQUIRED: de Inspectors Date'--J.__g k_ TAPPROVED DISAPPROVED _ APPROVED SUBJECT 710 ABOVE Call For Reinsp. Construction Lupectiun A•kchred Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box:3814 REPORT OF —__ TEST SPECIMENS Tigard, Oregon 97223 - - Phone(503)684.3460 SAX(503)684.0954 Dote Molded: 08/08 19 91 _ Job No C'-6269 Permit No: Client; LBH CONSTRUCTION AUTOBATTERY & ELECTRIC Project: _ Address: 13965 Slut 72ND TIGARD OR Contra:tor: LBH _ _•._ Sub Contractor: Concrete Supplier: — WILSONVILLE Truck No. 41 Ticket No. S-08153 Cast By: K . THRALL Test Time:7'30 _ load No. 1 __ SUNNY 80 60 Weather; Temp. High: _ __ Temp. low: TILT PANELS 2 , 3 & 10 Location of Placement; 7 78--------Cu. Yds. _Concrete Temp: ^_ Strength Requirement: 3000 — PSI a 28 _days Slump 3-1/4 Cement Type Mix No./No. Sdcks 3000 Air Content Max. Aggregate__3/4 Admix. Amount: _ ._ Brand: Admix. Amount: _ Brand: Set Test (2 Register Date Date Unit TotalArUnit Report NO. Days Number RecdArea Test Wt. load PSI No. 7 8343 08/09 08/15 28 .27 1 28 8343 08/09 09/05 28 .27 28 8343 08/09 09/05 28 .27 I � celkITY OF TIGARD Remarks: __ �fi! tllf � i stll construction ln.slxrtion&Rclatcd Tests n Testing,n Canso g, Inc. P.O. Box 23814 6 X 12 CONCRETE Tlperd, OreNlon 97223 REPORT OF TEST SPECIMENS Phone(503)884.3480 FAX(503)884.0954 Date Molded: 08/08 14 —91 CP-6269 Permit NO Job No. Client: —LBH CONSTRUCTION Pra,ect: AUTO BATTERY & E:..ECTRIC Address: 13965 SW 72ND TIGARD OR �— Contractor: . LBH Sub Contractor: ----- 41 S-08153_— Concrete Supplier. —WILSONVILLE Truck No. Tic _ ket No. _ Cost B _ K • THRALL _ _ Test Time: '30 — load No. 1 y- SUNNY 80 60 Weorher: Temp. High: ______ Temp. '.ow: — TIL,r PANELS 2 , 3 & 10 1' Location of Placement: --- — _ 7 78 Cu. Yds. Concrete Temp: q 3000PSI — 28 doy%Slump.3-1/4 Cement Type I Strength Requirement: — 3000 Max. Aggregate -_`�/4 Mix No.(i J�. Sdc:ks Air ��ontent _ -- Admix. Amount: Brand: — AJmix. Amount: _—_ Brand: Set Test Test ® Register Date Date Unit Total Area Unit Report No. _ Dcys _N ember Recd Test Wt. load_ PSI No. ^— 7 8343 08/09 08/15 4-61R —229 2 18 .27 _— 28 8343 08/09 09/05 28 .27 — � 28 8343 08/09 09/05 28 .27 I cctCITY OF TIGARD Remarks: _ --- --.---- -- — - - -- INSPECTION NOTICE Cr_ty of Tigard Building Department - 13125 ON Rail Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-/Phone: 639-•4175 Business Phone: 539-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. ?lbg. Top Out Gan Line FINAL: Poet/Beam Struct. San. Se•.mr Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Mech. Date Requested:_ / ` J/ Times AM >r ./ PN Address:` � "�.� Perwit #I '��,✓�Cp Builder:- TM: FOLLOWING CORRECTIONS ARE REQUIRED: IV Inspector Date: APPROVED -` DISAPPROVED APPROVED SUBJECT To tall For Iteinsp. Construction Inspection&Related Tuts Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)884.3480 FAX(503)884.0954 Date Molded: 08/06 lq 91 .lob Na "P-6269 Permit IVa: Client: LBH CONSTRUCTION AUTO BATTERY & ELECTRIC Project: —_ Address: 13965 `.iW 72ND TIGARD OR Contractor: LBH — Sub Contractor: Concrete Supplier: WILSONVILLE V/19 S-08024 PP Truck No. -_ Ticket No Cast B S . STONER FJ:25 Y Test Time: _ load No. 4 Cl_OUDY 30 60 Weather: — _ — Temp. High: _-- Temp. low: TILT PANELS 1 , 4 . 7 , 8 & 9 Location of Placement: 50+ -- 74 -- Cu. Yds. -Concre:n Temp; _ Strength Requirement; 3000 _— PSI (9, 28 daysSwmp 33/4° Cement Type Mix No./N-.). Sticks 3000 _ Air Content Max. ABeregate 3/4 Admix. Amount: —.. Brand: .. _ Ac•mix. Amount: Brand: — Set Test ® — Register Data Date -Unit Total Area Unit Report No. Dogs Number Recd Test Wt. Load PSI No. 7 I — 8303 08/07 08/13 28 .27 -- -- — _ — Rar 1 10 8303 08/07 08/16 28 .27 -— — - -- —._ _-- 144 --- - - 28 8303 08/07 09/03 28 .27 28 8303 08/07 09/03 28 .27 � I cc :CITY OF TIGARD Remorks: Construction Inspwdon&Related Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Bot;23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 Phone(503)884.3480 08/06 91 CP-6269 Permit No: FAX(503)884.0954 Date Molded: 19 Job No. _ Ciient: LBH CONSTRUCTION Project: AUTO BATTERY & ELECTRIC Address: 13965 SW 72ND TIGARD OR Contractor: LBH Sib Contractor: —.— Concrete Supplier: _ WILSONVILLE _ Truck No. V/19 _ Ticket No. 5-08024 Cost B S . STONER Y -- Test Time: a 25 load No. n CLOUDY 80 60 Weather: _ Temp. High: _ Temp. Low: TILT PANELS 1 . 4 , 7 , 8 & 9 Location of Placement: 50+ 74 Cu. Yds. Concrete Temp: Strength Requirement: _ :3000 PSI (' G8 days Slump 3-3/4" Cement Type Mix No./No. Sacks 3000 _ Air Content — Max. Aggregate 3/4" Admix. Amount: Brand: Admix. Amount: Brand: _ Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load _ PSI No. 7 8303 08/07 08/13 28 .27 2840 _J sn- 367 10 8303 09/07 08/16 28 .27 28 8303 08/07 09!03 — 28 .27 28 8303 08/07 09/02 28 .27 I � Remarks: Cy cC ITY OF TIGARD INSPBC�ON NOTICLT_ ,� City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Or@goo 972 Inspectl.on Line (Rec--o-Phone): 639-4175 Business Ph. 639-4171 Inspections Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -plumb. Plbg. Underfloor Water Line Gyp. ed. -Mach. Drte Requeetec't_ �� f� Times ,—AM PM c L tel `- _ –� — c./ Adslrase• i�i Parmlt 1: eu l lder s_��� THE FOLLOWIPn CORRECTIONS ARE RIRQUIREDs Tnepactor — Date: APPROVED DISAPPROV,n APPROVED SUBJE TO A VR Call For Reinsp. acv a +w INSPECTIOOTICE City of Tigard Ruildiog DepartinIt �_- 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-C-Phone): 639y-14,17�5 Businesa Phone: 639-4171 Inspection: _L1L .i'►6 — _____ Footing Plbg. Underslab xwch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Requ :ested7 - "11 ) _ _ _Time: AM _2�_PM Address: �� -� Permit t:FILL, 1 '4v,& Builder: 4 ----------- TAF. FOLLOWING CORRECTIONS ARE REQUIRED: T' Inspector:_ Dates APPROVRD DISAPPROVED APPROVED SUBJECT TD ABOVE ---_.Call For Rainap. Construrtian Inspection 14 Re/aro/Tests Carlson Testing, Inc. P.O. Box 23814 Tlgerd,Oregon 97223 CP-6269 Phone(503)884.3480 too no. FAX(503)804.0954 R';PORT OF IN-PLACUE SOIL DENSITY TESTS July 25, 1991 Client LBH Cc truction Project Auto Battery & Electric Sol Description 3/4"-0 Reject Rock from Morse Brothers 1250 Max. Dry Density- . lbs /cu. It. Optimum Moisture 12.8 4e Method of Te}t Nuclear 03411-B Serra •- D.7t or 7EIT FIELD IN•/LACE 0IN$IT♦ T E S T L O C A T 1 0 N EL7v. LIFT T[17 MO IF r0. 015 rust IL8E./Cu. FT.1 t WET [eu•�E rIDr u 7-22 1 C/2..5 Grade 19.9 3.23.8 103.3 82.6 7-22 2 D/9 16.2 130.3 112.2 89. / 7-23 1 C/2.5 Re-test 19.0 123.3 103.7 82.9 7-24 1 8'5/2 6.6 129.1 121.0 96.8 24 2 C/2.5 Pe-test _ 7.4 130.6 .121.6 97.3 J_24 3 4/D Re-test (1.1 130.1 122.6 98.1 7 -24 4 4 .5/D.5 _- 8.1 129.9 120.1 96.1 -0,j, cc: City of Tigard Tested 3y M. Yuckert/X. Thrall/Ila CARISUN TESTING INC IN �v INSPECTION NOTICE City of Tigard Building riepartient 13125 ON Ball Blvd. Tigard, Oregou 97213 Inspection Line (Rr�:-O-Phone): 639-4175 Buninens Phone: 639-4171 Inspections— Tooting Plbg. Underalab Mech. Ro,•gh-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor �Water Line Gyp. ed. .Mach. Date Requested: / t.�5 `j —Time t AN / PM Address: _SJ Permit Bu L lder.1= � THE FOLLOWING CORRECTIONS APE REQUIRED: i fir-` ^ Date: A1'".10VED DISAPPROVn APPROVED SUBJECT TO ABOVE _Call For Rpinttp. Construction Inspection&Related Tuts Carlson Testing, Inc. P.O. Box 23A14 Tigard,Oregon 91223 Phone(503)884.3480 )09 wo CP-6269 FAX(503)884.0954 REPORT OF IN-PLACE SOIL DENSITY TESTS July 19, 1991 Client LBH Construction Project Auto Battery 6 Ele.:tric Sol Description 3/4"-0 Rock from Morse Brothers/ 3/4"-0 Reiert f rse Bothers* Max. Dry Density_ 136.4 lbs./cu. It. Optimum Moisture 10.3 . % Method of Test_ Nuclear 343 40 ��- r' 1 1.4489 II[LC IN-►LACE Of NS�Tr o.+[ or rur T E S T L O C A T I O N ll[v, urr ogrur.[ ILr.f.icu. ►r.l lt) ro r, w0. 1 cw.•c ro. w roptr 7-17 1 Footing grid location 4/C -2=' 1 8.8 125.9 115.7 84 .8 2 Footing grid locatic,-, 4.5/B 1 9.4 126.5 115.6 84 .7 3 Footing grid location N corner line 5 _ -2 1 8.0 123.6 114 .4 83.9 4* Slab area grid location 4.7/D -1'- ' 2 15.3 1.31.2 113.7 91.0 5* Sldb area grid location 4/D -11,' 2 16.8 129.7 111.0 88.8 Retest of #1 10.3 127.8 115.9 184 .9 7 Retest of #2 1.0.4 125.9 114.2 83.7 foot i q 7-18 1 Perimeter footing A @ 2 ,elev. 9.1 126.5 1 115.9 92.7 2 Perimeter footing B.3 @ 2.8 T 10,5 119.0 107.7 86.1 3 Retest of #2 8.4 119.5 110.3 88.2 4 Perimeter footing C. 1 @ 4.1 6.1 131.2 123.7 98.9 5 Perimeter footing D.4 @ 5 r _ 7.7 125.7 116.8 93.4 6 2nd retest of #2 8.7 122.6 112.8 90.2 Remnrws cc: VCity of Tigard -- _- -- --__- -- --- --------__-_-- Tested By _ E. Adorns/tic - CARLSUN 'ESTING INC J. Woolf/tic Construction InsTwction&Related Tests Carlson Testing, Ince P.O. Box 23814 Tigard, Oregon 97223 Phone(502)884.3480 Pow no CP-67..69 FAX(503),U4.0954 REPORT OF IN-PLACE SOIL DENSITY TESTS J-aly 16, 1991 Cl,ent LBH Constriction P,oiet• Auto Battery & Electric Soil Descri;)tion 3/4°-0 Rock frau Morse Brothers Mox. Dry Density 125.0 lbs ,cu. ft. Optimum Moisture 12.8 % Method of Test_N! lean 34118 Serial 12400 0•r[ o. TuT T E S T LOCATION [L[v. LIFT �'t`o IN-PLACE DENSIT. T[!1 n0 It. M0. 011TVRt ILII S./CV FT.I +• t cw.•c Teo. ' T T 7-16 1 25' N and 35' E of SW corner -1 ' 1.2.7 1.36.7 121.3 97.0 _ 2 25' N and 85' E of SW comer_ -i. ' 20.7 122.6 101.6 81.2 3 25' W of SE ed e —_ � ] ' 18.6 130.1 109.6 87.7 R�mt„ws_ cc• V,Citiy_of Tigard Testedry _ CM YtVkert/tjc v__N CARU;0N TE511NG INC Construction InTficction&Related Test. Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97223 hh Phone(503)884.3480 r JOS MO r,p—r19AQ FAX;503)684.0954 REPORT OF IN-PLACE SAIL DENSITY TESTS July 15, 1991 Client LPH Construction Pro,ect_ Auto Pattery & ELectric So,1 Description 3/41-0 rock frcun Morse Brothers REJECT Max, Dry Density 125.0 lbs.ecu. it. Optimum Moisture 12.8 % Method of Test Nuclear 3411-B Serial # 10002 r�140 iN.�LACE OF NSITT T E S T L O C A T I O N '���' �c� oHruRr 11,111S./cu FT.i ' •Ifl No S r136.2 1 25' North and 15' East of SW Corner --2.5 14. 118.8 95.0 2 5'West of SE building -2' 14 ." 134 .4 .117.6 94. 1 I� i I ��• o ks CC: Vcity of Tigarr3 Ci�1 1'uCl:el : .I�i�t; 'edea By __—__ __ . .... . CARLSON tESTING INC INSPECTION NOTICE City of Tigard Building Department P.O. Box 2 Tigard, Oregonn 97 97223 ` Phone: 639-4175 Type of Inspection --!KW-,;'7/v�� c Data Requested i�LZ � --^---- Time _ A.M. P.M. Address � --- ------ Permit U Owner --�— — ---- _.__ Lot # builder - —` �— The following Building Code deficiencies are required to be corrected: Presented to - Approved Inspector Disapproved Date � / Z.-� � YYY CALL FOR REINSPECTION ❑ YES ❑ NO i PLUMPING PERMIT Cf�OFTIFARD PERMIT #. . . . . . . : PLM91­0116 C44��,Dff IWO 111 D COMMUNrTY DEVELOPMENT DEPARTMENT i.)Pn- ISSUED: 07/10/91 13125 SW Hidl Blvd P.O.Box 23397,TOM,Omq0n W (5W)639-4175 Huufql� — 7% 7,7171t (110:1.;. t_`HNL1L1_ 73 ,_ooDIVISIGN. : MLP190—OL421 ZONING: . . . . . . . . . . . I_0T. . . . . . . . . . . . . : 1 CLASS OF WORK. . -Al..T GARBAGE DISPOSALS. MOBILE HOME SPACES. TYPE OF' USE. . . . :COM WASHING MACH. . . . . . . .. BACKFLOW PREVNTR'7­ : 1 OC CUPONCY GIRP. . :U2 FLOOR DRAINS. . . . . . . . TRAPS. . . . t STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : F I X TURES----------— ---- LAUNDRY TRAYS. . . . . . . '53F PAIN DRAINS. . . . . : SINKS. . . . . . . . . . : URINALS * , ' , : ",REASE TRAPS. . . . . . . . LAVATORIES. . . . . : OTHER FIX.TURES. . . . . : TLJB/SHOWERS. . . . : SEWER LINE (ft) . . . . : WATER CLOSETS. . : WATER L114E (ft ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : Remarks : Add backflow pveventian device. Owner-: FEES POWER RENTS tvpe amount by date V,ecF)t 14020 SW 72ND AVE PRMT $ 25. 00 JI—H 07/10/91 02 ;PCT $ 1. X25 JLH 07/ 10/91 Vl,z-- I GARD OR 9 7E23 rlmanM #: 620-12135 Contractor: NOT ON F-ILI_ 111 2,6. 1-,5 TOTAL Ppq REQUIRED INSPECIIONS Tris 'ptreit is issued subject to the regulationt contained in the TOP-01.tt ln-,p Tigard Municipal Code., State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. This pervit will expire if work is not started within IPA days of issuance, or if work is suspended for acre than 180 days. oi0, tpe T)SPeC.1t .ion 639-4175 ti CITY OF 1*16ARD RECEIPT OWF PAYMENT RECEIPT NO. NAME* : POWER RENTS Ai)r)RESS : J0420 SW 72ND AVENUE c ns-I.1 0. 00 JT DATE T'lGnRD, (m c)7i;_z 2.3 ,-iL)Bf)f V I Oj,j - PURPOSE OF PAYMENT AMOUNT PAJJ PURPOSE OF PAYMENT AMOtJN*r PA D PlAiMBING PERM 0 r AMOUNT PAID w INS PBCTION NOTICF. Citp of Tigard Buildioq D"rtaent Ina131 5 SW Ball Blvd. Tigad, Oregon 9722.3 p �6_1 ::11.1',Llno�19C-Oneys 639-4175 Bueine ee Choses 639-4171 Lte pection: f Footing J �-----� Plbg. Underelab Mech. Rough-in APPr/Sdwlk Plbg• Top out Gas Line FINALS Poet/Beam Strutt, San. Sewor Framing -Bldg. Poet/Beam Mech. Rain Drain Ineulation _Plusntt Plbg. Underfloor Nater Line GYP• Bd. -Hach. Oat.P Regueeteds - Time: _ �� AM _PM Address: �J _54 L Permit #4.( Builder:__ THE FOLLOWING CORRECTIONS ARE REQUIRED: ---'— -------------- Inepecto t �• —� — Dares n APPROVED DISAPPROVsp -v APPROVED BCJAJlCT TO J►gDVs Call For Rei:tep. CITYOF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT l'16AR! BUILDING p'E RM I"! 13125 SW HW!Siva. P.O.13ox23397,r \ o#aooN F'CRmIT . . : PUF91-001�e. p�ld.Ors{,nn 97223 (603)g39-41:'5 � 5:,1 7.:'ND AVL- 1='ARL:EL: c�ll!lDD-10101 SUBDIVISION. . . . : TUNING: I-H BLOC'[.. . . . . . . . . . 1_011". . . . . . . . . . . . . . REI���.UE:c "" - ___.-I~L_f)C)R-i�F;F_.(a�i--__...�.� 4___ -'__-._.___-______..�._---.._____._____. EXTERIOR WALL CONSTRUCTION L;LASS OF WORK. :NEW FIRST. . . . :7850 S f N: S:4HR E: W:4HR TYPE OF USE. . . :COM SECOND. . • : s f PROTECT OPENINGS' PE= OF CONST. :3N 'm I RD. . . . : r,f N: S: E: W: OCCUPANCY GRP. :R2 7 Q I AL__._.-....._ .-: 7850 5f 8001- C01\Ki,_:13 F 7 ttE_ itl:. i OCCUPANCY LOAD: BASEMENT. : Sf AREF-1 SEF. RATED: STOR. : 1 HT. : 1B ft GARAGE. . . : sf OCCU S)EP. RATED: 9SMI-1 :N MEZ Z?:N RE UD -- 1=LOCP► LOAD. . . . : 125 F?-,f LF=FT: ft RGHT:0 ft FIR SPI:L:N SMOK I-IFt. . DWELLING UNITS: F RNT: ft REAR: 11 ft FIR ()I-RM:N HND ICr", NCL. 1:ati-DIRMS: POTHS: IMF' SURF'AC'E: 18c_+21Q1 PRC] CC.IF?4:N PARK i.Ni; VAL UE... $ : 168000 (7nmaks» Cons;tvuct new builcling for- A1..Ito Battery R E.lertr^ic AILl._ t '_t. Ks 1515 5E FtAWTHOkNt' type amount by date t�ecpt TTF $ '7171. 00 .Tl_H 0,7/0T)/,A 1 _" f 19(,0. 00 JLH 07/0S/')1 (II li. l:dldll OR 9721.'` '.3-3UL 'r ieb4!b. 00 JLH 07/05/*?? I 238-0888 Pkm r t 606. 00 JLH 01/Ob/'11 PLCK 391.. 95 .TL_H 04/17/11 : t ti='0"f9 F=IRE 9 L',41. 20 ..JL_11 04/1`7/`;+1. 1.;',T+r►n i BI+ r_!'. NSTRIJCTION, 1NC.;. 51=1CT ! 30- 15 JLH 07/05/9, } NE. CAL K I NS L.ANL: +WI31-I4L; JR 971:3L,65769 '8 1.:;111 ',:�, '•V1 i 1)1 NL. -_ ___-•-_. k'k.h!!.!t ldt u 1 t use #;t 1s 115WEd suhiect to the regulations contained 1n the Framing In�p 1 Nf�F��E:C t t)rL, _ lgard hlunicioal Code, State of CMe. Specialty Cedes and all other I n s u l ast i o r, I n G r, - y 4111:fble laws. All worn will be done in accordance with GYP Bcrat-d 1r1g•:ty approved pians, This aerait wtil ewe if work is not started .--- `.- I.I Qi�1 �.Q 1 I I'!C.1 (t1 5[.1 _ withir IPA oays of issaance, or if work is suspended for #are F i.na 1 1 n t,)•1ec.t i ur1 than 180 clavi. srmtlt; e 5ir�nnrltt�,r•P : `uL z nn - 639-41 75 /' SEWER CONNECTION CITY`�F TIGARJD � PERM T � \ _ TtlfARD rRM t T #i. . . . . . . : SWR' 1 00 7a1 COMMUMTY DEVELOPMENT DEPARTMENT amour: 13126 SW NWl Blvd. P.U.Bac 23397,Tigard,Oregon 97723(503)839.1175 rE I^raUE 't: 07/05/91 S1 I VIDDRESS. . . 6w Jd_ta1) AVL PARCEL: 2SIOIDD-01000 SUBDIYI5ICN. . . . : ZONING: I -H BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . 'T'ENANT NAME. . . . . :ESU I L 1:-I NG SHELL USA NO. . , . . . . . . . . 1=1 XTURE UNITS. . . : C:LAbS OF WORK. . . :NEW DWELLING UNITS. . : 1 TYPE OF L.!SE. . . . . ..COM 1\10,. OF SUI Leg I NGS: 1 I NSTAL_L TYPE. . . . :BUSWR I MPERY SURF"'ACE. . : 18200 : 5 f Rema.r,k.:, : Constru, t new Lr_li lcting for Auto battery R Electric Owner: --------- _-----,______.___._.__ F=EES BILL LFEK'S i;vpe amount by plate recut 1515 SE HAwn-mRNE PRMT $ 1500. 00 JLH 07/05/91 — INSP $ 475. 00 :JLH 0//0`_x/91 — PORTI-OND OR 97c.'14 colli.rakc-'t or: C'.0i,11-Rrj(."TOR NOT ON V-11.E ph o n v #: 1545. 00 0 TOTAL ReLl — _ -- — REC),UIRUD INSPECTIONS This Anpl.car.t agreet to comply with all the rules and regulations Sewer lnspeotiun of the Unified Sewage Agency. The permit expil•vs 128 days tram the datt iysurd. The total amount paid will be `orfeited if the permit expire!„ The Agen.v does not guarantee the accuracy of the side setter laterals. if the sewer is not locatel at the measurement give^, the installer shall prosoect 3 feet in all directions from the distance given. if not so located, the installer shall purchase a "Tao and Side Ctwer" permit ant the Aoe,~: will install P u c m.i. t;.tee Call for, inspection 639-4175 �r mgam-k��JqWEE W- ol!Kqqm CITY OF TIGARD RECEIPT OF PAYMENT RECE I PT NO. —21 CIAECK AMOUNT 6763- 15 NAME a LEEK, BILL CqSH AMOUNT 0. 00 ADDRESS n 15#15 SE HAWTHORNE PAYMENT DP.TE a 07/05/91 SUBDIVIGION c PORTLAND, OR t'-,URPOGF OF POYMENT AMOUNT PAID 1--,URPOSE OF PAYMENT AMOUNT PAID 603. 00 ST. BUILT.) PER SEWER L.13A 1500. 00 Sf:WER INSPECT 00 STGRM DRAIN SDC 2625. 00 H2O OLJPLI'f'v FACILITY FEE 1969. o'A AUTO, BATTLiRY, nNl) -El-ECTRIC 1,3955 SW 72ND AVE TOTAL 0MOUNT PAID 6,763. 15 WA owl Construction[nspcction&Rc►arai est, Carlson Ter ing, Inc. P.O. Box 23814 T{gard, Orer-n 97223 Phone(503)684.3460 )00 �, P_��h� FAX(503)684.0954 REPORT OF IN-PLACE SOIL DENSITY TESTS July 2, 1991 Client LPH Construction Ploject_ Auto Battery & Electric _ Soil Description 3/4"-0 rock from Morse Brotherj_Progress Pit Max. Dry Density— 136.4 lbs./cu. (t. Optimum Moisture_ 1-0.3 °}'. Method o4 Test Nuclear 3411-P !� Serial # 8079 rtre IN-0-LACE Dt NSIT♦ --- c•+t u• rtrr T E S T LOCATION lite. r' ourusr �Les.icu. rr.1 M r Y 7-2 1 Perimeter Footing 1 Line 00 7.4 143.9 133.9 98. ?_ Perimeter Footing 1 Line 5.1 137.8 131.1 96. t Perimeter Footing B Line 5.6 137.3 130.0 95. r 4 Perimeter Footing B Line 5.5 137.0 129.8 95. r RemorMs CC: City of Tigard Tented By: C. Stasch mew CARLSON tESTING IN ''t Construction Inspection&Relate{Tests Carlson Testing, Inc. P.O. Box 23814 Tigard, Oregon 97223 Phone(W3)684-3460 CP-6269 FAX(503)684.0954 Joe NO REPORT OF IN-PLACE SOIL DENSITY TESTS June 26, 1991 CIlent Project Auto.Battery & Elec_ric – — --- — - So,I Description 3/4"-0 Rock from Morse Brothers/Proar 5— Pit Max. Dry Density 136.,4 lbs./Cu. ft Optimum Moisture. 10.3 `l. Method of Text Nuclear 3440 Serial 18739 _ _ ---- - "--� r.110 IN-PLACE DENSITY 0I or rls� T E 5 T L O C A T I O N ri ry w0. O�.rO.[ IU1JCu. rt.l [/l r0 t M / I 6-26 1 Drivewayetrance off 72nd retest INC, 9.6 138.3 126.2 92.5 PG 9.9 138.6 126.1 P2.5 1 �r mhIrS cc: ity Of Tigard TesledBy K. 7hra11/t1- i CAPL$f)N TESTING INC WWI owl q IWIW # W � 41 Construction Inspection 9 Relatetf Tests Carlson 'Testing, Inc. P.O. Box 23914 Tigard, Oregon 47223 Phone (503)X1 W 44 R E P O R T O F 6a=-3460 June 26, 1991 MOISTURE - DENSITY RELATIONSHIP OF SOIL CP--6269 Fos : LBH Construction Protect : Auto Battery & Electric L c c a t 1 o n On Site S a tr p 1 e— Light Prowrt Rocky Silty Sand M e t h o d o f T e s t AASHTO T-180- Method "C" _ MOISTURE - DENSITY RELATIONSHIP CURVE 120 I 1 1 1 1 1 I I I i I I I , 1 11r � 1 1 1 1 1 1 I 11 1 1 1 i , I 1 1 1 I 1 1 I I 1 1 1 1 1 I ! U Y 1 1 0 I I 1 1 1 I 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1J , 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 1 Li 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I IV 1 I I > 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I vI M I 105 111111111 1111 , 1111 111 1111 111 Ili�ll 1111 ,; ' 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 I I 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 I I ( 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I I I I 1 17-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 00 1 1 1 1 1 1 1 1 11 1 Lo 1 1 ' 1 1 1 1 8 10 12 14 16 18 20 MOISTURE CONTENT ODtI rLm Moisture 14.4 _ `' Max D , Y DensI t WIS-9 —.lbs . /cu . ft . CC: rCity of Tigard mew CARLSON T=_STING, INC. APPLICATION - STREET IMPROVEMENT/EXCAVAT}ION- / �K�� COPY TO: �ORDINANCE NO 74-14 (WHITEFILE�� -' (YELLOWW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY-bldg. (BLUE)-APPLICANT APPROVED APPLICATION NO.: 4 '7 Z NOT APPROVED CI I 1 O F TIGARD, OREGON FEE AMT.: S 260.80 PENDING FEE. PMT. ] CITY HALL RECEIP PENDING SECURITY 0 PUBLIC WORKS DEPARTMENT BY_-�r � DATE—Se_ PENDING AGENCY "OK" p Application and Progress Record MAINTENANCE BOND ft_ �.-.-- PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED x � ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE. one v9ar PERMIT NO. _ Z�Z�l— DATE ISSUED: -__�_L- 1_�.; ._... BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL CONCRETE S DEwALK- DRIVEWAY APRON, SP04iM & SANITARY SEWER 'PAPS AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY RJCHAIxIF&S. APPLICANI LBH CONSTRUCTION, INC. 19373 N.I;;. CaLKINF; r.Ar-iF: _- MERG, OR- 97132 _ a78�9-2333]5_ NAME ADDRESS CITY PHONE CONTRACTOR (SAME) NAME ADDRESS CITY PHONE PLANS BY MACKENZ I E/SA ITO & AS_SOC. 0690 SW BANCROFT ST. PORTLAND OR 9720_1 0 224-9570 _ NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 6,520.00 DOLLARS iOR OFFIC U t (2) EXCAVATION DATA: _`-- 0.04 X s_0;,210.00 - f ,260.80_`_, STREET DESCRIPTION PROGRESS—& INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY _ TYPE LENGTH WIDTH DEPTH ITEM a QUANTITY STREET SEN D 72ND AV (s atwac ed plan) R IE TIION 1 Q _. U - --- — E ESTIMATED STREET OPENING DATE:- S ESTIMATED STREET CLOSING DATE: -_ E _ D STREET (3) SECURITY NO. � S C RITY AP1/1T. S 6,520.00 LLOSED SURETY CO.: -S. _ ; t� f,� FINAL LERTIF 1£D CHECK CASH ❑ 8ONto) INSPEC. (4) PLOT PLAN. INDICAI f ;ITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. 1.. All work shall conform to City Standards & Specifications & to 1 I I 1 the attached plan. I Tom.- 1 1 I , 2. Notify Mr. Carl Vieweg (1 639- .� --- - -- -- - - _ 4171), City Inspector, 24 hours S.W. ?2,x9 AVENUE prior to starting work. f---- - — — -- -- --- ------ - 3. Streetlighting to be provided; -X-X R,1(i4X-X - - - _ - _ - fee to be determined and X X X X X X X--.-.---..--1-� I' remitted to the City. SITE: b I �` '� ' DS 4. Conditions of SDR 91-0002 apply. 33955 Sw 72rki (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE + DATE IIKALMNIALMIULM SITE WORK . C17YOFTIGArRD PERMIT COMMUNITY DEVELOPMENT DEPARTMENT OFTWARD :IERMIT #. . . . . . . .. 13126 SW Hell Blvd. P.O.Baa 23397,rgwd,orepn 07Zn(U*)&&4176 MOM , s I 'ATE !SSUED. 06/14/91 'I ADDRES�, CCff OF TW, L 7AD�R E' ­UBDI V I SION. . . . PARCEL: 2SIOIDD-010 020 EA-LILK. . . . . . . . . . LOT ZONING, 1--H 0 TY"'F: WORK..'NE-W UX V Vo U PAVING?. . . . . . . . . EXCV VOLUME. : -.Y F11 I RESO- NO. : GRADINGI). . " . . .. . . Y YALUE. . . $ - FILL VOLUME. : cv LANDSCAPING?. . . . :y 100i ENG FILL'). . . . . . ..N : SI T'E PREP?. . . . . . .y AJILS RPT REUDI :N STORM DRAINS?, :y IMPERV SURFAC[% . . 18200 9f Remat'"'" Site work fo�, new building fo fOt^ demoliti()n OIC r' A"to f4atte�'Y & Electr,ic. eXisting dwelling and inspection Incl�tdes fees on sewer, and septic system. Of Plr�oper,ty fot, �,emov�A,. 1311-L LEEKS FEES 1515 3E HOWTHOPNE type amount by date PRMTrear s 146. 50 JLH 06/14/91 n0RTLnND OR37,14 5PCT $ 1z PLCK 1, 7. 3.s JLH 06/14/91 'hone 9 JL H 06/14/91 PRMT 146. 50 JL H 06/14/91 --SH CONSTRUCTIONS INC. 19373 iV. CALK JNS Ln. NF: JFWDERG OR 65769 hIs persit Is issued subject to the "YuletlOns contained in the REQUIRED INSPECTIONS 19a00 Municipal Code, State of Ore. Cant r,ol SUCIAltY Codes and all otherExcavation Insp 'JP"Cable 1&005- All work will be done it accordance with ,proved Cats. This oervit will pxrjee if work is not starter It's PPvt ion rl :th" 180 days Of issuanceGradi .. or if work is suspended for sore ng Insp 190 days. stt-m Dr-ain Ins,) FF.inAJ Insoecti., """Mj,ttee —------- Ited By - tLl 1nsPfc t 10 n 639--41 /b CITY OF TIC-LARD RECEIPI OF POYMENT RECE I r."T NO. c5l--214371 CHECK AMOUNT 0. 00 NAME : LEAH CONSTRUCTION CASH AMOUNT r 395. 56 ADDRESS 2 PAYMENT DATE 06/14/91 SUBDIVISION OURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PnYllEN1* AMOUN'r PA I D HUILDINC --41 lyl 146. bib PLAN CHECK FE 95. cS BUIL-DINS PERM 146. 5k, ST. BUILD PER 7. 33 1-3953 SW 72ND AVF i*A#F iWAL AMOUNT PAIL? 395. 56 Construction Inspection & ReLtcd Tens Carlson Testing, Inc. PO Box 23814 Tigard,Oregon 97223 Phone(503)684.3460 May 29 , 19 91 FAX 684-0954 #CP-6269 FIELD INSPECTION REPORTS DATES COVERED: May 29 , 1991 PROJECT: Auto Battery & Electric ADDRESS: 13965 S .W. 72nd INSPECTOR: E . Adams 5-29-91: CTI representative was on site to inspect stripping operations . Organic content (roots, etc . ) was found to be excessive. Art with LBH was advised that more subgrade needs to be removed and area reinspected at a future date. Work was stopped by City of Tigard this date because of rain and landslide danger. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSOI , TESTINrt INC . -- �Q{ Douglas W. Leach President EA: llo c% : LBH Co. City of Tigard CITY OF TIGARD STOP WORK ORDER BUILDING DIVISION 13125 SW IIALL BLVD., TIGARD, OR 97223 639-4171 JOB ADDRESS: r' �..-- ; � , ,.� OWNER: CONTRACTOR: YOU ARE IN VIOLATION OF THE FOLLOWING: AND HOREBY NOTIFIED THIS DAY OF THAT NO MORE WORK SHALL BE DONE ON THESE PR MISES N THE ABOVE VI_0 ON H S BEEN CORRECTED AND VERIFIED BY THE CITY CORRECTIONS SHALL BE MADE WITHIN._� DAYS OF THE -ABOVE DATE. FAILURE TO COMPLY WITH THIS NOTICE WILL RESULT STV -THE ISSUANCE OF A C 1;INFRACTIONS SUMMONS. -DO NOT REMOVE THIS NOTICE- BU DI INSPECTOR R _ lllllLJlNl&AlqjLmllq fi11111lLmlAjLmqALmqAL c.i"r,y or.- TIGPRD RECEipr OF PAYMENT RECEIPT NO. 91-0,13008 CHECK AMOUNT r 2Q'00. 00 NAME v ABE (AUTO BATTERY & Fl-EC) CASH AMOUNT 0. 00 ADDRESS 1515 SE HAWTHORNE BLVD PAYMENT DATE: 055 in 9 PORTLAND. OR 97214 c-' BDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID MASS) TRANSIT TIF FFE;i 550. ok") INDUSTIill. TIF FEE'! 8LD6 PERMIT 4-299 9DR9 I 20joiDD-01000 'lorAt nMO(,IN-r PAID 00 wao �.e 9 was 'wA= as ae I CITY OF TIGA►RD May 2, 1991 1 OREGON David L. Williams / Mackenzie/Saito Associates —� P. 0. Box 69039 Portlani, OR 97201 Project: A B 6 E Bldg. , BUP91-0066 13955 SW 72nd Avenue Dear Mr. Williams: The clans for this project were reviewed for conformity with applicable codes, and are conditionally approved, subject to the following items. 1. Provide detail showing the method for maintaining the, ,k required fire-resictance rating for the west wall. 2. Provide detail for block-out in CMU at plumbing wall. Revision of the Toilet Room Plan, Sheet 3/F, will be required to provide (�)K compliance with the handicap access requirements of OSSC Ch. 31. This is a development based on a new opinion from the Oregon Attorney-General's office. We are currently seeking clarification of the opinion as it would relate to occupancies such as this. We do not have plena for th building automatic sprinkler, mechanical or plumbing systems. Please sul.,mit plans for review for any of these systems which are to be installed in the building shell. We note that the west tenant space in the building could have an occupant loa6 sufficient to require an additional exit. The current configuration of the tenant areas would dictate that a required second exit could only be placed +_n the north-east corner of that tenant apace adjacent tc the tenant separation wall. You may get the site pormit for the project at your convenience. If you have questions, or if we may be of assistance, please contact us. Sincerely, � t a -- � - �Jim Jaq,fa/ ` Plans Examiner FAX (503)684-7297 113125 SW Hall Blvd.,P.O.Box 23397,Tlgcrd,Ore—n 97223 (503)639-4171 --------- -- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton,OR 97076• (503)526-2469• FAX 526-2535 April 29, 199I David Williams Mackenzie/Saito Associates P.O. Box 69039 Portland, Oregon 9720I-0039 Re: Abq Automotive, Battery, and Electric 13955 S W. 72nd 609OD-148-000 Dear Mr. Williams; This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC; , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire. Code (UFC) , and other local ordinances and regulations. Plans are conditicnaliy approved subject to the following items: 1 . Caulk System_ Please provide t' , City of Tigard and this office with fire resistive ...aulk system to be used its joints of -rest wall . As west wall sits on property line, it shall have no openings, protected or not protected. CBC Tbl . 5A 2. Hazardous Materials Storage and Use: Please provide this department and Tigard building Departmr.•nt with MSD sheets for hazardous materials, and quantities of those materials intended for use and storage wi;.-hin the building. 3 . Waste Stor34e: Commercial dumpsters and containers with an individual rapacity of 1 ..5 cubic, yards or greater shall not be stored or placed within_ 5-feet of combustible wall openings kir combustible roofleave lines. For areas containing c' mpsters or contairiers protected by approved automa sprinkler systems, the above may be waived. UFC Sec. 11 .201 (d) 4 . Exit Door Hardware__ All doors shown on the drawings must be openable from the inside for .immediate exit at all times without the use of a key, special knowledge, ar- effort . UBC Sec. 3304 "Working"Smoke Detectors Save Lives David Williams April 29, 1991 Pale 2 .5. Exterior Exit Door: Hardware for the main exterior exit_ door may be a key operated deadlock if there is a readily visible, durable sign on or adjacent to the door stating "THIS DOOR MUST REMAIN UNLOCKED .CURING BUSINESS HOURS" . This sign must have letters not less than I inch high on a contrasting background. (UBC Sec. 3304) 6. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any leaf must not regLire more than one operation. UBC Sec. 3304 7. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and ot.' er emergency vehicles. UFC Sec. 10.208 8. Fire Exti.lquisher Requirements: Not less than one (1 ) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor- area o.: fraction_ thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Sec. 10. 303 (*) 2A10B:C - Light and Ordinary Hazard 4h10B:C - Extra hazard (**) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible liquid:: are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Assoc.iaticn Standard .10-1 . 9 . No Parking Sians_ No parking signs shall be provided along driveways where parking stalls have not been provided. No parking signs shall state, "NO PARKING", "TOW AWAY F.ONE", "FIRE LANE", "URS 98. 810-812. " . They shall be posted no closer than 4 feet to the ground nor higher than h feet above the ground and shall be placed often enough to be cons?icuous_'y seen. UFC 10.207(1 ) David Williams April 29, 1991 j Page 3 10. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. [IBC Sec. 303 11 . Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance ' o you, please feel free to contact me at 526-2502. Sincerely, Gene B.irchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓ Bill Leeks LBH Construction, Inc. April 26, 1991 George Leek 1515 SW Hawthorne Portland, OR 97214 REI Traffic Impact Fee for proposed development at 13955 SW 72nd Avenue, Tiizrd, OR Dear Mr. Leek: Enclosed please find 1) a copy of the worksheet used to calculate the Traffic Impact Fee for the proposed use at 13955 SW 72nd Avenue and 2) a Payment Option Form. You have several options a-,iailable to you for payment $7171 . 00 Traffic Impact Fee (TIF) . The f.rst is to pa in cash tor with a check at the time you nick up the building permit for the addition. The second is to arrFnge to make installment payments . In this case, you will. want to complete the enclosed application for installment payments . Finally, because the calculated TIF is more than $5000. 00, you may defer payment until you obtain the occupancy permit. In this case, you would have to pay the amount in fuJJ. prior to occupancy of the proposed buildir -. Please note that once you have selected a payment option the choice is irrevocable. You may appeal this decision to the Washington County Haarings Officer. An appeal must be filed by May 8, 1991 at 3:30 p.m. . The appeal must be accepted by the City of Tigard Recorder. If you have any questions or if I can be of further assistance please contact me at 639-4171 ext. 390 . Sincerely, /4_ Vi Goodwin c Permits Facilitator cc: Jim Jaqua .J� r CITY OF TIGARD OREGON April 22, 1991 7 David Wiliams MacKenzie/Saito & Assocs P.O. Box 69039 Portland, OR 97201-0039 RE: Traffic Impact Fee for proposed ABE building at 13955 SW 72nd Avenue Dear 1Kr. Willliams: Enclosed please find 1) a copy of the worksheet used to calculate the Traffic Impact Fee for the proposed ABE building and 2) a Pa;rment Option Form. You have several options available to you for payment of the $7171.00 Traffic Impact Fee (TIF) . The first is to pay in cash or with a check at the time you pick up the building permit for the proposed building. The second is to arrange to make installment payments . In this case, you will want to speak with Wayne Lowry, the City's Finance Director to arrange payment. Finally, because the calculated TIF is more than $5000.00, you may defer payment until you obtain the occupancy permit. In this case, you would have to pay the amount in full prior to occupancy of the proposed addition. Please return the Payment Option Form to me no later than May 3, 1991. Note that once you have selected a payment option the choice is irrevocable. You may appeal this decision to the Washington County Hearings Officer. Any appeal must_ be accepted by the City of Tigard Recorder and must be filed by May 7, 1991 at 3:30 p.m. . If you have any questions or if I can be of further assistance •, please contact me at 639-4171 ext. 390. Sincerely, Vi Goodwin Permit Coordinator i c_-: 'Am Jaqua 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ----------- DATE S C 1ECK NO.: 1f7ljj PROJECT TITLE: COUNT`YWIDE Cl TRAFFIC IMPACT FEE APPLICANT: WORKSHEET /���aC�.��v?�F Oso•?��o b �-5 .GC's MAILING ADDRESS: (FOR NON-SINGLE FAMILY USES) r'-o 3o A C!�n-3 y CITY/ZIP/PHONE: RATE PER D LR i), o C -"'o 1 - o 3 "� IAANC ,UE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $135.00 K7,�' ! _ 1�, -TL- /ODD B ,SINESS AND COMMER iAL _ .00 SITUS NO,ADDRESS: F-__ -$R4,00— /3 "i S S 1,L) v '7 '=4 ei' _ INDUSTRIAIz1:30.00 INSTITUTIONAL $56.00 PAYMENT METHOD: CASH CHECK CREDIT INsnAr-uTlONoNEr: BANCROFT PROMISSORY NOTE LAND USE CATEGORY IMSCRIPTI OF usE 'KDAY AVG. TRIP RAT WEEKEND AVE TRIP RAT DEFER TO OCCUPANCY 1 l YT t/ l�(�/t jNi>L (o .S'J�TC-5r N�/4 I BASIS: + / /fit Lv2t � lL��..�4.rn./`►i/���ltXt- L� ,;L r.,n l:'�r� �.t CL`��!,.l'r~�fi � Lz c-� CALCULAI IONS: PROJECT TRIP CFNFRATIOW I r4 Fur ADDITIONAL NOTES: I OR ACCOUNTIN/; S ONI v TII CT:' WAST/INGTON COUNTY CITY OF TWARD RECEIPT L;lr PAYMENT RECEIPT NO. 91—PI 2099 (:HECK PMOUNJ a A33. 15 NAME a MACKENZIE ENGINEIEIPING (".ASH AMOUNT s 0. 00 ADDRESS a Po BOX 69039 PAYMENT DOTE s 04/17/91 SUBD I Ii I S ION PORI-LAND, OR 9-7201— PU11POSE OF PAYMENT AMOUN T PA I D PURPOSE OF PAYMENT AMOUNT PAID t:-t..4W*CHEF FK P4 1. 20 ;-15'5 SW 72ND AVE/nBE I f-',L AMOUNT PAI D 15 . . . . . . . . . . . %Ivss/IF/L .CC4�'%. r ABE Auto Battery & Electric Specifications & Details 0 r 2790 PORTLAND,OREGON . OF p 0 Permit Set 4- 17-91 IMMACKENZIE/SAUTO A ASSOCIATES, P.C. JOB N0. 290716 . OPEGON 15031_24.9570 WA$HiNCMN(.^M 451 IOU5 MACKENZIE ENGINEERING INCORPORATED ORF-43ON(503)224-95W 'NASHINGTON 12081 151 14.10 01010 SUMMARY OF WORK The work under this contract/project is to include all the labor, materiais, transportation, equipment, supervision, and services necessary for and reasonably incidental to the completion of all construction work in connection with the drawings and specifications. Occupancy: B2 01050 :;OORDINATION The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify the A/E of discrepa cies prior to start of work. Contractor shall coordinate the work of all subcontractors to prevent duplication of effort and to ensure proper sequence of operations. 01080 APPLICABLE CODES Applicable codes on materials and workmanship shall conform to the Uniform Building Code applicable State and Federal Safety Orders. All references to codes, specifications and standards shall mean and are intended to be the latest edition, amendment and/or revision of such reference standard in effect. All work with the public right-of-way or involving public utilities shall conform to City of Tigard standards or respective jurisdiction. 01400 TESTING LABORATORY S�.RVICES Owner will employ and pay for services of independent testing laboratory to perform concrete test. Contractor shall cooperate and furnish tools, materials and assistance. 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper performance of the work: a. Temporary utilities such as water, electricity and telep gyne b. Field offices and sheds c. Sanitary facilities d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, such as dust, dewatering, weather and fire protection. -1- F\9PEC8NGENERALntPW?1Mmgn Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the contractor's expense. Maintenance and Removal: Maintain ail temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all temporary facilities and controls as rapidly as progress of the work will permit, or as directed by the A/E. 01600 MATERIAL AND EQUIPMENT It is the contractor's responsibility to be certain that all equipment, products, and materials selected by him, or for him by his subcontractors or materials suppliers, conform to requirements of the Drawings and Specifications. Approval of manufacturer does not relieve contactor of responsibility for providing materials and equipment which comply with contract dOcllmentS. Qualifications of Manufacturer: Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items, with a history of successful production acceptable to A/E. Qualifications of Installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work. Delivery, Storage and Handling: Deliver the work to the job site in such quantities and at such times to assure the continuity of the installation. Store units at the job sl:e in a manner to prevent physical damage, and in a manner to keep all markings visible. Protection: Use all means necessary to protect the materials before, during and after installation and to protect the work and materials of all other trades. Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified. 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work, remove temporary buildings and structures, fences, scaffolding, .surplus materials and rubbish of every kind from the site of the work. Before acceptance, leave the building, interior finishes, glass, floors and ceilings broom clean. Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction, accomplish necessary corrections and obtain, arrange, and pay for Certificate of Occupancy. -2- F IAPEC41C3ENERAL nb\807\a1mnn Ani Operation and Maintenance Manuals: Furnish three (3) complete sets of manuals containing the manufacturer's instructions for maintenance and operation of each item of equipment and apparatus furnished under the Contract and any additional data specifically required under the various sections of the Specifications. Arrange the manuals in proper order, indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate. Assemble these manuals for all Divisions of the Work, review them for completeness, and submit them to the A/E. Provide suitable transfer cases and deliver the manuals therein, indexed and marked for each Division of the Work. Project Record Documents: As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their work shall keep at project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings. These shall be available to A/E. Accurate measurements of all underground services and utilities references to the building shall also be kept. These records of buried utilities should note changes of directions and location by dimensions and elevations, as the utilities are actually installed. (Note: Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case.) Upon completion of project and before final payment, contractor shall transfer all changes and deviations indicated on the project set to a new set of sepia transparencies. After incorporating information, contractor shall then forward to A/E the complete new set of Contract Documents covering all work including 11,is changes under this cuntract showing all above information, changes and deviations from the original drawings. 02102 CLEARING AND GRUBBING SURFACE PREPARATION: Demolition: Remove all existing paving, concrete and organic material in areas shown to receive walkways, driveways, paving and buildings to a depth of 6". Grubbing: Grub out all stumps and roots larger than 11/2" in diameter. Remove all scrap metal anc all foreign materials. Disposal: Dispose of cleared and demolished material by hauling away from site. 02210 GRADING Rough Grading: Bring all finish grades to approximate levels indicated on Drawings. Where grades are not otherwise indicated, finish grades are tc be same as adjacent sidewalks, curbs, or the obvious grade of adjacent structure. Grade to uniform levels or slopes between points where grades are given. Round off surfaces, avoid abrupt changes in levels. Rough grade to allow for depth of concrete slabs.. walks. and their gravel bases. Grade for F\SPEC9\OENERAL.ntM90?1 R.mai _3 paved drives and paved parking areas as indicated and specified herein and provide for surface drainage as shown, allowing for thickness of surfacing material. Finish Grading: At completion of job and altar backfilling by other crafts has been completed, refill and compact areas which have settled or eroded to bring to final grades. Grading Tolerances: Rough grade: building and paving areas - plus or minus 0.1 foot; II Finish Grade: granular Cushion under concrete slabs and paving, plus or minus .01 foot. 9 02220 EXCAVATING Excavate for footing, foundations, slabs, pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material. All footings to bear on firm, natural, undisturbed soil free of organic material or on engineered fill. All soft, wet or soil of unusual condition shall be excavated to firm, natural, undisturbed soil, and backfilled with specified fill materials. Contractor Inadvertent Overexcavation: Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner. Excess fill materials: All excavated materials not required for backfilling or other portions of the work, shall be removed from the site. 0222.5 FILL AND COMPACTION Filling: After subgrade compaction has been ,approved by the A/E, spread approved fill material in layers not exceeding eight inches in uncompa,tud thickness. Compaction: Areas beneath floor slabs, walls, paving and foundations shall be compacted to 95 percent of the maximum dry density. The water content at the time of compaction should be within (plus or minus ) three percent (3%) of optimum. Backfill rnateriais- Selected natural fill material from on-site excavation or off-site borrow, shall consist of the following or a blend thereof: (well-graded granular pit run, or bank-run sand, and/or gravel; small cobbles up to 1'/2" in maximum size with riot more than ten percent (10%) of fines passing through a No. 200 sieve, or approved onsite excavation materials. C%9KC916ENFRAL_ntf\807 I M\1 Under slab granular fill shall be a 6' layer of compacted 3/4" minus crushed rock containing less than 5 percent fines passing the No. 200 sieve free of organic material. Backfill lifts: Place layers in maximum 8" thick lifts. Ccmpactior. standards: All compaction based on AASHTO Standards T-180. 02612 ASPHALTIC CONCRETE PAVING Comply with "Asphalt Paving Institute of Oregon" recommended design and construction procedures, latest edition. Work in public right-of-way: Comply with City of Tigard requirements. Patch and repair of streets: Comply with local governing municipality or county, or State agency standard specification for streets and roads. Provide 2" of Class "B" asphaltic paving over 6" of 8/4" minus well-graded crushed rock. 02618 PAVEMENT MARKING Cleaning: Sweep and clean surface to eliminate loose material and dust. Striping: Apply 4" wide parking and directional lines where shown. Use Rodda Paint Co. No. 671, White. Apply paint with mechanical equipment to produce uniform straight edges. Apply in one coat at manufacturer's recommended rates. 02620 CURBS Provide machine extruded curbs of types, shape and dimensions indicated. Concrete to be special no slump design for use in extruding machine. Provide cold joints every 20 1-0". Bond curb to asphalt with "epoxy resin" continuously along length of curb. Immediately upon completion of curb, spay with liquid membrane curing compound. 5- PASPEMCIENEFOA-MO 7IMqn Final curb should be uniform, dense, free of sags, lumps, honeycombing, or other irregularities. At contractor's option, pre-extruded sections may be used at 9C I corners or short lengths of run. Curbs in Public Right-of-Way: Comply with Public Works Department having jurisdiction for all construction in public right-of-way. 02665 DOMESTIC WATER Public Waterlines: Conform to City cf Tigard standards and requirements. Copper: Tubing: ASTM B-88 Type K, soft annealed temper. Fittings: Wrought copper, soldered joints ANSI B-16.22 Tracer: No. 18 blue insulated wire buried with all non-metallic pipe. Test: Test and/or sterilize as required by jurisdiction and Uniform Plumbing Code. 02720 STORM SEWERAGE Polyvinyl Chloride Pipe (PVC): ASTM D-3034 Catch Basins: 24" square - 30" minimum high, trap-type catch basin; square catch basins 1/4" thick; coat with asphalt emulsion. Provide grate to withstand 12,000 Ib. wheel load. Tracer: No. 18 green insulated wire buried with all nonmetallic pipe. Cleanouts: Install plumbing cleanouts in the drainage system where noted on Drawings. Not all cleanouts may be shown. Install additional cleanouts where specifically required by the Gcverning Plumbing Code. Cleanouts (Exterior Paved Areas): Josam #58860 heavy-duty cast iron access box with secured scoriated cover, anchoring flanges, and cast iron cleanout with serrated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6" concrete pad at grade. 02730 SANITARY SEWERAGE Polyvinyl Chloride Pipe (PVC): ASTM D-3034 6 F%9PECMQENERQ.mtPW07 t Tmgn Cleanouts: Install plumbing cleanouts in the drainage system where noted on Drawings. Not all cleanouts may be shown. Install additional cleanouts ­.,!nere specifically required by the Governing Plumbing Code. Cleanouts (Exterior Paved Areas): JOSam #38860 heavy-duty cast iron access box with secured scoriated cover, anchoring flanges, and cast iron cleanout with serrated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6" concrete pad at grade. 03100 CONCRETE FORMWORK Design of formwork is the Contractor's responsibility. Standards: C.=ply with all pertinent provisions of ACI 318. Form'.vork in accordance with ACI 347. Design, erect support, brace, and maintain formwork so that it will safely support vertical and lateral loads that might be applir'd, until such loads can be supported by the concrete structure. Ccostruct formwork so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide shore and struts with positive means of adjustmtiit capable of taking up formwork settlement during concrete placing operations, using wedges or jacks or a combination thereof. Support form facing materials by structural members spaced sufficiently close to prevent objectionable deflection. Fit forms placed in successive units for continuous surfaces to acs urate alignment, free from irregularities, and within allowable tolerances. Provide formwork sufficiently tight to prevent leakage during concrete placement. Solidly butt joints as required to prevent !eakage and fires. Installation of Embedded Items: Set and built into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast-in-place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached thereto. Edge forms and 3c,reeds trips for slabs: Set edge forms or bulkheads and intermediate screeds strips for :;labs to obtain required elevations and contours in the finished slab surface. Provide and secure units to support types of screeds required. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt and other debris just before F'V9PF=OENEPAL mts=7tMmpn ar we m . as concrete is placid. Retighten forms immediately after concrete placement as required to eliminate mortar leaks. Removal of Forms: For--ns to ramain in place until concrete can safely support its own weight and load thereon. Contractor is responsible for form removal and any resulting damage. Repair or replace damaged work as directed at no additional cost to Owner. 03200 CONCRETE REIN FORCE-MENT The term "reinforcement" includes all reinforcement needed for concrete indicated on tha drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted otherwise on the drawings. If no reinforcement is shown, contact A/E for requirements. Comply with CRSI "Manual of Standard Practice ACI 318". Reinforcing Bars: All bars for reinforcement shall be deformed, intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Reinforcing liars", ASTM A-615 and Supplement #1, Grade 60 unless specifically noted as Grade 40. Steel Wire: Comply with ASTM A-82. Chairs: All chairs and bolsters to be plastic or plastic tipped. General: Fabricate reinforcing bars :,1 conform to required shapes and dimensions, with fabrication tolerances complying with CHS1 Manual. In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. 03300 CAST-IN-PLACE CONCRETE Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hot Weather Concruting" ACI 306 "Recommended Practice for Cold Weather Concreting" ASTM C94 "Standard Specification for Ready Mixed Concrete" Mix Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for each class of concrete required. Furnish certified reports of each proposed mix for each type of the work of this Section. 3,000 psi concrete minimum 51/2 sack mix. Concrete Strengths: -8- `,4PFCSf;F NFIUL nmcx77 tqrntln Footings and Foundations: f = 2500 psi at 28 days, slump 4", slump tolerance plus 1", minus 1" Floor slabs: f I c = 3000 psi at 28 days, 4" slump, slump tolerance plus 0", minus 1" Walls: f I c = 3000 psi at 28 days, 4" slump, slump tolerance plus 0", minus 1" Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor's option. Use only one manufacturer's standard brand, type and grind throughout all work of a particular type, Water: lean, potable, fresh, and free from injurious amounts of oils, acids, alkalis, organic materials or other harmful substances. Admixtures: (agents shall both be from the same manufacturer). Air entraining agent: Per ASTM C-260. Water-reducing agent: Per ASTM C-494, Type A, containing no calcium chloride or other accelerating or retarding agents. Fly ash prohibited. Aggregate: Comply with ASTM C-33. Floor Slab Hardener/Dustproofer: At contractor's option. Ensure compatibility with final finishes. J341 PRECAST CONCRETE WALL PANELS Concrete in accordance with Section 03300, Cast-in-Place concrete, f I c 3000 psi at 28 days maximum slump 4"; slump tolerance plus 0", minus 1". Concrete to reach 60% of 28 day strength at 7 day test break or be subject to immediate rejection. Reinforcement: in accordance with Section 03200, Concrete Reinforcement Bond Breaker: At Contractor's option, ensure compatibility with final floor surfaces and finishes. Coat all welded connections embedded in earth or below slab with bituminous paint prior to backfilling. 04200 CONCRETE MASONRY UNITS All work to comply with U.M.A. and with Structural Clay Products Institute recommendations and S.C.P.I technical bulletin "Cold Weather Masonry Construction" #1 and #1A. q_ \9PFMCiF SIF AA_•.t%\Ao I t fiman Concrete Block: Hollow concrete units, ASTM C-90, Grade N-1, block, manufactured of lightweight aggregate conforming to ASTM C-331 and with linear shrinkage not to exceed 0.035. Moisture content not to exceed 30% of total absorption. Manufacturer to submit certificate of compliance. Contractor is responsible for moisture content after delivery until bio;k is laid in wall. Mortar: Type "S" per Uniform Building Code, latest edition. Assumed f I m 1350 psi at 28 days. Grout: f I c = 3000 psi at 28 days. 1/2" top-size aggregate. 9" maximum slump. Grout fill all cells containing embedded items. Pilasters: 8" x 16" x 16" hollow concrete units, ASTM C-90, Grade N- 1, Type 1600H and 16000 alternately to allow gull height reinforcing without splices. Reinforcing Steel: ASTM 615 Grade 60 deformed bars. Minimum lap at splices, 40 diameters. Typical Wall Reinforcing: 8" horizontal bond beams at 4 1-0" on center maximum and at tops of all walls and as shown on drawings. Bond beams to have (2) #5 bars continuous. (1) #5 bar vertically at 41-V on center. (2) #5 bars continuous above all openings, (1) #5 vertical each side of openings, unless noted. Extend bars 24" past corners. Dovetail Anchors: Provide 14 gauge galvanized dovetail anchors, Burke "Ankortite" or equal at all joints with concrete walls, columns and beams. 05500 METAL FABRICATIONS General: All structural steel shall be detailed, fabricated and erected in accordance with AISC manual, latest edition. Structural and Miscellaneous Metal: All steel plates, flat bars, and structural sections shall be ASTM A-36 unless noted. All pipe columns ASTM A-53, Type E, Grade B. All bolts ASTM A-307. Tube sections ASTM A-501, 46 ksi. All steel to have one shop coat or to be galvanized if noted. 10_ F%KCMGENERAL.m§W71l\mgn All steel embedded in gravel, rock, and/or earth to be coated with asphalt. All welds with E70XX electrodes per AWS Stardards by certified walders. '/a" fillet tip welds unless nWed otherwise. All base plates, bolts, and c-)lumns embedded under slab must be coated with bituminous paint prior to backfilling with concrete. 06100 CARPENTRY Codes and Standards: All lumber and plywood to be grade trademarked in accordance with one of the following agencies: West Coast Lumber Inspection Bureau (WCLIB) "Standard Grading Rules for West Coast Lumber"; Western Wood Products Association (WWPA) "Grading Rules for Western Lumber"; American Plywood Association (APA). Lumber: Comply with P.S. 20 Douglas Fir S4S. Plywood: Comply with PS I/ANS; 199.1 or APA,s performance standards. Species and Grades: Plates, blocking, bridging and ledgers: Douglas Fir #2 or better Joists: Douglas Fir #1 or better Studs: Douglas Fir construction or better Plywood roof sheathing: 19/32" APA rated sheathing Exposure 1 42/20 Plywood wall sheathing: 5/8" ungrooved T1-11 Pressure Treatment: All wood in permanent contact with concrete to be pressure treated with a water borne preservative in accordance with Standard Specification for Treatment of Timber ProdUCtS, ASTM Designation D 1760. Moisture Content: All Lumber: "S Dry," maximum moisture content 19%. Framing Connectors and Supports: "Simpson Strong Tie" or approved. Powder Driven Anchors: Omark 14" shank H95, part #47095. INSTALLATION: 1. Discard units of material witl- defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement. 2. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. -11 F19PF(�\(fF NF(lA1 Stu\N(1:'H\mgn 3. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nail3 heads on exposed carpentry work and fill holes. 4. Stockpiling: Stockpile all materials sufficiently in advance of nPad to ensure their availability in a timely manner for this work. 5. Finish all bearing surfaces on which structural members are to rest so as to give sure and even support. Where framing members slope, cut or notch the ends as required to give uniform bearing surface. 6. Do not notch, bore, or cut members for pipes, ducts, ccnduits, or other reasons except as shown on the Drawings or as specifically approved by the A/E. 7. Bolting: Drill holes 1/16" larger in diameter than the bolts being used. Drill straight and true from one side only. Bolt threads shall not bear on wood. Use washers under head and nut where both bear on wood; use washers under all nuts. 8. Screws: For lag screws and wood screws, pre-bore holes same diameter as root of thread; enlarge holes to shank diameter for length of shank. Screw, do not drive, all lag screws and wood screws. 9. Nailing: a. Nailing Schedule: In accordance with Table 25-0, Uniform Building Code, latest edition. b. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre-drill as required. WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS: 1. Provide wherever shown and where required for screeding or attachment to other woi k. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work. Where possible, anchor to for nwork before concretn placement. 3. Provide permanent grounds of dressed, preservative tre, key-bevelled lumber not less than 1 '/z" wide and of thickness required to br.,ig t,.ce of ground to exact thickness of finish material involved. Remove temporary grounds .jhen no longer required. WOOD FURRING: 1. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finished work. 2. Fire stop furred spares on walls at each floor level, with wood blocking or incombustible materials, accurately fitted to close furred spaces. 12-F\ -12- F%9PEM0 9PEM0 FNFR4kL.nN\Ap7tTmpn 3. Furring to Receive Gypsum Drywall: Unless otherwise shown, provide 2 x 4 or 2 x 2 furring at 2 1 on center, vertically. WOOD FRAMING, GENERAL: 1. Provide fram,ng members of sizes and on spacings shown, and frame openings as shown, or if not shown, comply with recommendations of"Manual for House Framing" of National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with "Recommended Nailing Schedule" of "Manual for House Framing" and other recommendation of N.F.P.A. and Table 25-0 of the latest edition of the Uniform Budding Code. 3. Fire stop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building story level and at ends of Joist spans. BLOCKING: Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between ceiling and floor areas. Install solid blocking between joists at all points of support and wherever sheathing or flooring is discontinuous. Wood fire-blocking, when of wood, shall be two inches (nominal) in thickness by the full width of the opening being blocked. Fire-block: a. In all stud walls at ceiling and floor levels. b. In all stud walls, includ;ng furred spaces, so that the maximum dimension of each concealed space is not more than eight feet. c. All other locations where openings could afford passage for rodents or flames. _ to _Framing: General: Provide stud frarnmg where shown. Unless otherwise shown, use 2" x 6" wood studs spaced 16" on center with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and double-top plates 2" thick by width of studs; except single top elate may be used for non-load-bearing partitions. Nail or anchor plates to supporting construction. Construct corners and intersections with not less than 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, fixtures, specialty items and trim. -1;3- F\SPEM_GENERAL.ntmW071s\mpn ® a. Provide continuous horizontal blockingrow at mid-height of single-story 9 9 ry partitions over 81 high and at midpoint of multi-story partitions, using 2" thick members of same width as wall or partitions. j Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. a. For non-bearing partitions, provide double-jamb studs ai id headers not less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. b. For load-bearing partitions, provide double-jamb studs for openings 61 and less in width, and triple-jamb studs for wider openings. Provide headers of depth shown, or if not shown, provide as recommended by N.F.P.A. "Manual for House Framing". Ceiling Joist Framing: Provide member size and spacing shown, and as previously Cpecified for joist framing. Installation of Plywood: Comply with applicable recommendations contained in Form No. E 304, "APA Design/Construction Guide- RF)sidential and Commercial", for types of plywood products and applications indicated. 06180 GLUE LAMINATED BEAMS Fabricator: Glue laminated beam fabricator shall be approved and licensed by American Institute of Timber construction (AITC). Prior to deliver of glue laminated beams to job site, deliver to the A/E "AITC Certificate of Performance" covering the products furnished. Manufacturer: Comply with ANSI/AITC A190.1 - 1983. fb = 2400 psi f c - 450 psi f'v = 165 psi Camber: See F=raming Plans Exterior Glue Industrial Appearance Grade Top t9n Sion laminations on cantilevered beams Submit shop drawings for A/E review -14- F'. TCMrE NERAi_rftW7, man 07200 INSULATION Insulation: 51/2" unfaced F.G. batt insulation at entry wall 31/Y unfaced F.G. batt insulation at restrooms 11/2" rigid insulation at restroom Installation of Insulation: Provide insulation in widths as required for tight fit between framing members. Fully insulate the indicoted areas, including all small areas between closely fitting members. Do all end matching neatly and with all ends joined or overlapped. Cut and fit insulating batts around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the building. Longitudinal joints or splices within individual framing space prohibited. 07500 MEMBRANE, ROOFING Comply with pertinent sections of the National Roofing Contractors Association (NRCA) "Poofing and Waterproofing Manual". Installation including details for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements. Submit manufacturer's details and installation specifications prior to start of work. Roof Membrane: Provide minimum U.L. Class B specification with FM 1-60 Class aVachment to roof deck. Roof membrane to consist of base sheet, two felt plies, and mineral cap sheet. Submit certification of "+. system and approved 1-60 attachment. Accepted Manufacturers: Owens Corning Fiberglas, Johns Manville, Conglas, or approved substitution. Guarantee: As a condition of acceptance, deliver to Owner a written guarantee signed by the Contractor and the installing subcontractor agreeing to maintain the roofing and flashings in a waterproof condition for at least two years following installation, and without additional cost to the Owner. During the maintenance period the General Contractor and the roofing installer agree that within 24 hours of nonce from the owner they will inspect and make immediat,i emergent , repairs to defects or to leaks in the built-up roof system and related metal work, They further agree that with in a reasonable time they will restore the affected items to the standard of the original specifications. All emergency and permanent work during the life of the agreement to maintain built-up roof sysrern will be done without cost to the owner, except in the event it is determined that such leaks were caused by abuse, lightning, hail storm, other unusual climatic phenomena of the elements, or failure of related work (except related roof metal work included under the agreement) installed by other parties. Agreement to maintain roofing system shall be in written form acceptable to owner. -t5- F 1.9PC_MGENERAL nftUi07 t almgn I rte► !A � 1t 07600 FLASHING AND SHEET METAL All work shall comply with applicable portions of the Architectural Sheet Manual of the "Sheet Metal and Air Conditioning Contractors Association, Inc. (SMACNA) latest edition. Provide all necb�sary mechanical fasteners and accessories for complete installation. Flashing: 24 gauge prefinished galvanized sheet metal in accordance with ASTM A-526 for all items unless indicated otherwise. Gutters, Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM A-526. Provide removable bird screens at downspouts. Reglets: Fry Reglet Corporation, Glendale, California, with counter flashing and miscellaneous framing anchors of type best suited for intended use. 07900 SEALANTS AND CAULKING Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight caulked joints at all building exterior Ic cations where possible water penetration through joint may occur. POlysulfide Sealant: Sonolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.R. Grace and Co., or approved substitution. Material Of two-part type shall be in gun grade consistency and in standard colors as selected from the manufacturer's palette. Foam Type Premolded Filler Gasket in cord, strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene foam; provide in sizes as required for secure gasket position in indicated joints. 08100 HOLLOW METAL DOORS AND FRAMES Dor„s and frames in accordance with Standard Steel Door Institute (S.D.I.) recommendations, S.D.I. 100-78. Doors: 1-3/4” full flush, fabricated from two sheets 18 gauge steel with no visible seams on either face. Doors shall be reinforced stiffened, insulated, sound deadened. Doors shall be bonderized and finished as standard ono-coat baked-on prime coat. Provide top caps on exterior doors. FNSKCMGrNERALm W07iTmgm Frames, Exterior: Full welded type fabricated of 16 gauge cold ro;led steel. Frames to be thoroughly degreased and cleaned of all imperfections before painting. All frames to receive factory coat of rust inhibitive primer baked on. Hardware: Reinforce, drill and tap doors and frames to receive mortised hinges, locks, latches, flush bolts and concealed closers as required. Hardware preparation in accordance with S.D.I. 107. Contractor to drill and tap for surface applied hardware in accordance with S.D.I. 107. Provide the following typical hardware at exterior hollow metal exit doors: 11/2 pair butt hinges with NRP option 1 closer 1 exit lockset 1 threshold weatherstripping 08210 WOOD DOORS Quality standards of the Architectural Woodwork Institute (AWI) are, by reference, part of this specification. References to premium custom or economy grade are determined in the latest edition of the AWI Quality Standards. Provide custom grade; paint grade birch doors. Doors shall be solid core, factory prefinished and pre-machined; Type II adhesive. Acceptable manufacturers for wood doors: Weyerhaeuser, Simpson, Calwood, Vancouver Door. Trim all wood doors as necessary to provide a uniform clearance of 1/8" at jamb and head and a uniform clearance of the threshold of floor to properly clear the fioor covering described on the finish schedule by not to exceed 3/8 of an inch. Test and adjust all doors for proper operation. 08331 OVERHEAD COILING DOORS Provide steel sectional, upward acting, coiling overhead door of sizes indicated. Doors shall be manually operated on helically wound torsion type spring, minimum 24 gauge siats, manufacturer's standard 3" track. Accepted Manufacturers: Cookson, Overhead Door Corporation, Kinnear. -17- LgPE'(:S1(3F NE�U! nHlq[171Tmpn 08400 ENTRANCES AND STOREFRONT Work shall meet or exceed applicable standards of the Architectural Aluminum Manufacturers Association (HAMA). All entrances and storefront for this work, unless specifically approved by the A/E, will be the product of one manufacturer. Manufacturer's Inspection: Prior to start of fabrication of entrances and storefronts, secure a visit by the manufacturer to field inspect and coordinate installation. Manufacturer's representative to ascertain suitability of building structure for installation of entrances and storefronts. Manufacturer's representative to coordinate minor changes or alterations in the building structure to accommodate entrances and storefront installations. Within the requirements established it is the responsibility of the vendor/fabricator to provide a weather-tight, leak-free glass and glazing system, including all structural support, window extrusions, components, sealants, flashing and trim, and other necessary items for complete installation. System to be capable of using one-inch (1") insulated glazing assembly in sloped and vertical positions. Provide concealed connections to the maximum extent practical. Final assembly to be completely watertight. Storefront Door: Similar to Kawneer Series 190 narrow style. FILorefront Door Hardware: As supplied by manufacturer. For major entry doors: offset pivot hinges push/pull bars concealed closer with adjustable opening and pressure weatherstripping threshold strike cylinder Storefront Framing: Similar to Kawneer C-300 1-3/4" x 4'/a". Acceptable Manufacturers: Arcadia, Howmet, U.S. Aluminum, Kawneer. 08800 GLASS AND GLAZING; All glass to conform to latest edition of the Uniform Building Code, Chapter 54. Glazing in accordance with FGMA, AAMA and SIGMA recommendations. Tempered Glass: Provide tempered glazing in doors, entrances or other traffic areas in accordance with lorations defined in U.S. Consumer Product Safety Commission Standard -18- F�9MCM0ENERAL M9\0071fAmq, 16 CFR 1201 Cl and CII. Provide label on each piece showing compliance with ANSI Z-971.1. Manufacturer of Insulating Glass: A firm recognized and experienced in the production of hermetically seaied glazing units, which warrants its products against failure of the seal and other material and workmanship failures. Tempered glass DD-G-1403, Kind r-T, Condition A, type I, Class 1, quarter inch thick. Mirror glass: Type I, Class 1, Quality Q 2, 3/16" thick for sizes less than 10 sq. ft. and '/4" thick for sizes 10 sq. ft. and over. One surface of the glass shall have a silver coating and copper backing passing the test requirements of Fed. Spec. DD-M-411. Apply two coats of clear varnish over copper backing and edges of mirror. Preparation and glazing shall conform to applicable recommendations in the FGMA Glazing ManLial and Glazing, Sealing Systems Manual. Thoroughly clean all glass surfaces. Remove labels, paint spots, putty and other defacements. Replace broken or defective glass prior to turning the project over to tenant. 09250 GYPSUM BOARD Gypsum Wallboard: Comply with ASTM C-36. Provide gypsum wallboard in maximum length to minimize butt joints. 5/8" thick in all locations with tapered edges. Provide 5/8" water resistant gypsum board in toilet room walls. Install gypsum board in accordance with ASTM C-840. Provide metal corner bead at interior and exterior corners and metal edge bead wherever gypsum board abuts dissimilar materials. Provide light orange peel texture on all gypsum board surfaces. 09650 RESILIENT FLOORING Resilient Flooring: Provide resilient flooring materials in locations indicated in schedules. Sheet vi:.yl Seagate Vinyl orlon as manufactured by Armstrong or approved substitution. Rubber base: 6" cove type rubber in continuous rolls or approved substitution. Color shall be selected by A/E. M- \9PF1^b 41 U' „nliM7Tmpn 09900 PAINT All work shall be in accordance with pertinent recommendations of the painting specification manual for the Pacific Northwest as published by the Painting and Decorating Contractors of America. Provide a sample of each paint type and color on an 8'/2" x 11" cardboard surface for review by A/E. Manufacturers acceptable for paint: Sherwin-Williams, Miller, Rodda. Apply all paints in sirict accordance with manufacturer's can label regarding coverage, thinning and drying times. Where surfaces require more than one coat of paint, pi ovide all coats by single manufacturer. Provide the following paint systems on the following surfaces: 1. Gypsum wallboard, one coat gypsum board sealer/primer, two coats interior latex paint. 2. Enamel coatings on walls in the toilet rooms. One coat oypsum board sealer/primer, two coats enamel semi-gloss. 3. Exterior concrete and CMU walls: One coat of block filler and one coat of elastomeric. 4. Coiling Doors: Factory primed; two coats oil base paint. 15010 MECHANICAL By separate permit. It is the General Contractor's; responsibility to ensure that all electr-al connections or mechanical systems are provided by electrical subcontractor. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by state and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications .are to be considered as minimum. HVAC contractor shall submit drawings showing unit heater locations, roof mounted units, duct work, thermostat locations, etc., plus fixture manufacturers and catalog nurnbers and cuts. Submittals shall be approved by A/E prior to start of work. Guarantee replacement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of guarantee to extend one year frorn date or acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reasonable promptness. F'IBPE!9K3ENERAL nhkC07 t Mmgn Make one complete set of "as installed" drawings and return to the A/E. Keep "as installed" drawings clean, undamaged and up to date as work progresses. Accurate indicate depth of all buried piping and location of cleanouts. Locate all buried or concealed piping by actual dimensions from walls, centerlines, etc. If "as installed drawings are not correct, mechanical sibcontractor is responsible for costs of future "prospecting" for lines not installed as Snown. The location of all utilities indicated on the plans is takers from the existing public records. The exact location and elevation of all public utilities must be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plan may bre present. Call to the attention of the A/E any error, conflict or discrepancy in plans and/or specifications. Do not proceed with any questionable items or work until clarification of same has been made. Supplementary details and plans may be supplied as required and they will become a part of the contract documents. 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit. All storm and sanitary sewer connections and work shall conform to all applicable codes with appropriate inspections. All potable water shall be adequately protected from sources of contamination. Utility Connections: Plumbing subcontractor is responsible for all plumbing utility connections complete; contact local ser/incg utilities to determine conditions involved and make or arrange to have connections made at the propar time. Water Service: Verify existing water line size and location. Check water pressure before starting work. Waste: Connect to or arrange for connection io available sewer. Verify depth, size and location before starting work. Rain drain. Discharge to available drainage as indicated on drawings. Verify depth, size and location before starting worn. 16010 ELECTRICh!. Electrical contractor shall submit drawings showing electrical wiring diagram, service panel, lighting layout, and catalog cuts of all fixtures for A/E's approval prior to start of work. \':1'F��i\ti�J('lll ,ix\gr)''rpmarl -2 1 Ma MR MW.JL WRa a. It is the General Contractor's responsibility to ensure that all connections and conductors for mechanical systems are provided by electrical subcontractor. Work Included: The work to be performed includes furnishing and design, all labor, materials, equipment and services necessary to construct and install the complete electrical system as indicated. Codes: Make installation of all items in cimplete accordance with all codes or reguiations set forth by State and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as minimum. Obtain and pay for all permits, licenses and taxes applicable to this work as required by law, Guarantee replacement, at no cost to owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of guarantee to extent one year from date of acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reasonable promptness. Mercury lamp replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and defects with replacement up to twelve (12) months after final acceptance. 16740 TELEPHONE Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. -22- F V9KCSGP4ERALnt9-A>7 i 8%m gn L all 7/471 ( ' ZL 311 ( GD VN�G to COVtJECTIoN 'P1 SII NJ 47"17�- A';U<c STS s . i _ � S4 fro e. fi►L:. W��D�p tzc1NG .7..m, Tigard Ore er - DLW _— ---s-_____ n_.- DATE 4- 17-90 MACKENZIEISAITO &ASSOCIATES, P.C. n OREGON(503)22^4.'45'0 NASHINGT]N iL,p51 451 ',005 ,JOB NO. -977 1 6 MACKENZIE ENGINEERING INCORPORATED OREGON(5031 224 9560 WASHINWON 1206)451 1430 3HT of: OUTSIDE n INSIDE CONCRETE WAIL PANEL CONNECTION 9 3 /4 CH AMFEER _ n TY P1 CAL • CONNECTION D r 1/aV 3 CONNECTION 3 CONCRETE WALL PANEL •I 2 fAQEL -To fA�EL GoNQ . A.B. E. BY DLW Tigard, DATE 4- 17-90� Oregon --- MACKENZIEISAITO & ASSOCIATES, P.C. ice me 290716 OREGON(50312249570 WASHiNGTCN(2061,151-1005 MACKENZIE ENGINEERING INCORPORATED SHT OF OREGON(5031 224 9560 WASHINGTON(206 451-1430 � GO!.1►J. �P.+ T� -pct DTL: �G I A. B. E. DLW av Tigard, Oregon DATE 4- 17-9u _ MACKENZIE/SAITO A ASSOCL. 'S, RC. JOB NO. 290716 OREGON(503)2:4.9570 VVASHfNGT0N 12061-4Y •rM5 MACKENZIE ENGINEERING INCORPORATED SHT OF OREGON 6031224-9560 'NASHINGMN(2061-45i 130 -MAaC,�g�� R. i-oo��p �nla6 Io . G A. B.E. - ---- By_ oLw Tigard, Oregon DATE 4- 17-90 MACKENZIEISAITO A A330CIATES, P.C. roe No. 2 9 71 E_ OREGON 15031224.9570 WASH!NGTON(206 451 1005 MACKENZIE ENGINEERING INCORPORATED SHT OF OREGON(5031224-9560 WASHINGTON(206)a 51 1430 SEE P1,,4t�5 FoR �RcM�.NUF, zlp ':;JTR� P '�-1 i G K N c ♦ o►2 r7 a.W G Lr7. QUI ' rOQLINC� 0 7 J.c O Go N-t R-C)1. — -_ Tig_ard, _ Qregon -- DATE 4- 17- Qn MACKENZIEISAITO A ASSOCIATES, P-C. JOB NO 290716 OREGON(503)224 9570 'WASHINGTON{2061 451 1005 MACKENZIE ENGINEERING INCORPORATED sHT OREGON(5031224 9560 WASHINGTON(2061451 1430 1 I 1 i I i i ��,.�!►� �vw riz�r�E / % �I cXPA►J�10!J 1oi►JT 1 \^/A,lL{L I oC 3� i X1 , I-d <..;L S L,A rDG (:F 'EE A.B.E. BY DLW_. Tr :ara Oreyorl_ - - PATE 4- 17-90 16 -'---- '3'007 1 6 MACKENZIEISAITO A ASSOCIATES, P.C. JOB NO. _- OREGON(503)224 9570 NASHINGTON 12061 451 +nos MACKENZIE ENGINEERING INCORPORATED SHT. C1" - OREGON 15031 24 9560 +VASHlljGMN i2nF1 1'- „w IIlliffiaw-Al" 7112, $ _ --- Nem . z„ I I 5PLrr-pAcF cM U �v1 o IJO'T Fold DOOR • ') #3 71F-5 CO 4" Off'- Top RorrcM +�3 TEES- 0 lZ'' oc. A1' rmr o,C Vffil L Turd, Q�eg0n__ DATE 4- 17-90 MMACKENZIE/SAITO & ASSOCIATES. P.C. 2 9 7 6 OREGON(503)224115"0 NASHiN(,TPN(:061 a51 ukJOB NO.O. MACKENZIE ENOINEE'AINO INCORPORATED OREWN156,1122-19560 NASHIN(77;%1061 a51 1430 SHT OF FULL. 9F,.IgRT POOP— AWOR. OF $I.5f-NT 7- Z" W r 0 STUDS, Lz 2'-.v' cc. (-FPCW CUT Fuer- OF emu -T'0 FIT pocp- AR.MCK) / �r-t FF p FP4.p 6MU 5 ARS a5 5>aoWtnl� '-TF c,UII.IIJ� �ro�, U � --- �2 - G �1 ll I���L L. •D�T�I L. M 1!C:, l, oil �Z A. B.E. _ BY DLW Tigard, Oregon DATE_ 4- 17-90 2907 16 MACKENZIElSAITO &ASSOCIATES. P.C. JOB NO - IUIOREGON 15031 221 9570 dVASHINGIM1412061•151 1005 MACKENZIE ENGINEERING INCORPORATED sHT. OF OREGON(503)2249560 WASHINGTON 1206)4511130 Le -soNEm.5 m IL WkLI- --- By D L W _ A. B.E. -- -------- DATE 4- 17`90 ____ — Tigard, Ore_qon j013 No 290716 MACKENZIEISA1TO & ASSOCIATES, RC- OREGON(503122495%0 'NASHINGTON(206)451 1005 MACKENZIE ENGINEERING INCORPORATED OREGON(503)2249560 WASHINGTON 12061451 1430 Sf l a i i 1 1 } k{ i r� T I I I CMd a 5 " F�E�- Looe I1�5�rzf $l1KKE /g � - T. . . : I f a'�"�x�" i✓I.S. C� ToP G^UIivSE I I w F95T FNS- AF F M C ADLW .B. . - - - -_- RY G - DATE__4- 17-90 Tigard, Oregon _ _ JC9NO. 29071 s__ MACKENZIIRISAI ITOG& ASSOCIATES, P.C.451 1005 SHT. _. OF OREGON(503) ENGINEERING INCORPORATED OREGON(509)224.4560 WASHING ION 12081 451 1430 M v I 5IW1 F'50d LSTq 1$ A'4 ' er_, CO 12$L SOW car" !ad NAILS I PT Tt I � FAN • • ���' n lo'� FIs I 4. }- ►,1 9G M U WALL � � I �I N1 �yL11Loll A. B. E. ---- -- - ^ -- - aLw _ ------Tigard.. Ore _ 4- 17-90 _ _ g�r1 DATE --- -- -- MACKENZIEISAITO A ASSOCIATES, P.C. JOB NO ?9.0 7..1 6 )REGUN(bJ:)224-9570 NASHINGMN(206)45t 1005 MACKENZIE ENGINEERING INCORPORATED SHT OREGON(5031224-9560 WASHINGTON 1206)451 1430 --- — 3 :J fv, CO L . K� it 5 PACE 'MATts @ 8-O" GG. -- Yic�.ts f. j.� CMU I Al L_ CoL. ".Z A. B.E. BY DLw _ DATE 'x- 17-90 Tigard, Oreq_o_n 290716 MMACKENZIEISAITO &ASSOCIATES, P.C. roe No Or,EGON 15031224.9517 WASHINGTON 12061 451 1005 MACKENZIE ENGINEERING INCORPORATED SHT OF OREGON6031224-9560 WASHINGTON(2061 451.1430 l3 t E LO W r • \ i r*. . SiMf^so�J N L '4x to f'7 LE i la r IT',) G �� �C�T o��COI�J�--� �A 11 � -,� /� q� Az @ Z-o oc.. ",TdPWALL A._B.E. - _ -- -----— -- __ -- - - T-ward, Oregon BY PLW _— IMMACKENZIEISAITO DATE — 1 7 9 O OREGON(503)224.49,,) ,NA,HW'3TJNA1�SQ ASSOCIATES? P.C. J08 N0. ?-9O 7_1 G MACKENZIE ENGINEERING INCORPORATED OREG014(5031224-9560 WASHINGTON 1206)451 143(1 SHT -OF IAM 'EF.QMS i --hIMP�9N LSTA 12 t-A. 4d'DE r f—h►MF�a�1 NST Z CA. 51VE It„ — t i � I I / I � d , 671 ►6 b '�Tm. FIFE: CCL. Ove, -4 LAE, ---NIt y - , l �OLUW DtTAIL Oil A.B.E. BY�_DLW __ --�- 4- 17-9C_gard, Oregon DATF - MACKENt1EISAiTO &ASSOCIATES, P.C. JOB NUD2907 1 OREGON(J031,24 4570 WASHINGTON 1206?X51 1005 MACKENZIE ENGINEERINO INCORPORATED SHT OF OREGON t503122,-95$0 YVASHIN 3TnN!2W451 1,11 G DIMENSIONS A • 4" ] ' PLATEX&x D C 10-1/2" WITH + 0 If-Ion 6-'7/8--DIAMETER E •. BM.l•�IP7H +2j1 x 3-1/2' NELSON + ` c F 2" STUDS G 6M I.JI1^i i H t� + 'A PLATE 1/2"x E x n 3/lb BEAM CONNECTION ELE;'ATION VERTICAL SLOTTED HOLE- 1F ' 5/16" SIDE PLATE x 10-112 x BEAM DEPTH MINUS 1 " IJF111 WITH ( 2 ) V8 " DIAMETER MACHI4E BOLTS GLU-LAM BEAM . SEE PLAN; _ fiA I " BEARING r. 14 �- BEAM WIDTH PLUS 1 /8" BEAM CONNECTION AT CONCRETE PANEL 3/4' • 1 1 -0" A_ B. E. - ---- F;y _ DLw Ti and Ore on DATE 4- 17-90 MACKENZIEISAITO & ASSOCIATES, P.C. JOB NO 290716 OREGON(503)2243570 •WASHINGTON(2061451 1005 MACKENZIE ENGINEERING INCORPORATED SHT _ _OF _ OREGON(503)224-9560 WASHINGTON(206)4511430 90-fol P APEF, .j �YT -4,,<(o LEPqEir� W� �� A.15. MI / 2x to 1� 14'� C,G. LjIM(?SOtJ 112Co . I c.9:i-'PIA OI �I O I � /r-- �URrJ-DoI.JIJ 51.�� SEE �o�G� r- �7�PAu5►ON �1a�"�t�la�. SIDEWALK s1% o• , o ----+ J \ � I 10�I _ x/ '(= 1' 0" -- A. L. E, ----- --- gY - -- DLw Tigard. Oregon _ DATE _ 4- 17-90 MACKZNZIEISAITO K ASSOCIATES, P.C. Joe tic. _2 9 0 71 6 OREGON(503)224-9570 MASHING rrN 1206)451 +005 MACKENZIE ENOINEERINO INCORPORATED sHT OREGON(503)224.9560 WASHINGTON(206)451 1170 I w ow 1c" ac . �7upwAu- "1� 1161f( w/. (Wk . G'fF Bp Io11294 r-II 104JL.. 1�,' O.C-. rLgQ.I ll2-" ?���;'� Ih�SU�. 5j�'' W.R, l��P. �U. (1 J ��" �l�:�R.��1�UI v1✓ L K� WAU-,� . �1"OILT �IFIK To 91�4UIKEME4,I1'5 . 24L A. j. C l I L I N C G;ZAM l f 2 x 8 @ I� �c w� "C�YP.�D, %"'PLY a►J TUP R. 11 !f I%U 1" 0. VcWr SAW -Tv 5E W1 'rll'4�rr 9. E�N em . ?� }ave A 1G L-,�1 Nor i�1�1 N r ir'r��f JTE✓ ALCOVE Cc�Glti�/. 10. LOtiIG;Z y WA-!~L. 12. '0" P 14 H p,S7 aMIti1Pj WA1 14 ,01� P 5P ITTI,- I L'5 �t;IrI, � a 1 F-7) �11 EQ60 9 �� IZfil - Ja) - - - TDI L ET W, ,H f LM - A.B. E. sy—_DLW Ti_ga_rd1_Oregan DATE _4-- 17-90 MACKENZIEISla�'10 & ASSOCIATES, l'X- JOB NO. _2907 16- _ OREGON(5011�2a-9570 W ;HINGT0N(206)451 '(Nj° MACKENZIE ENGINEERING INCORPORATED SNT. - OF_ OREGON(503)224-9.%0 WASHINGTON(2 067 1 51-1 0.3 0 MAY-28-91 TUE 13:11 MSA/MEI FAX N0. 50322812.85 P. 02 5711-e1w . f~-OF4, 1 LdHOW4) evI�, o.� . �'?'uDwa.�.I. ►�/ ''�YP.r��. ( '�1� G�fp 13p I�Iy�� � -H i�ti�1�. . 2 x2. ►c�' o.c . 31 I�� -rmsr ,�IOK i'0 MEeT 4,a� 161\Y �€Ctt11K�M�NTS . 7. �&I L I N� PgAMIt/� W-j ' 27,g. & 14 06. w/ �"C�Y>:Fp >� �'U pLY a►J�fo1' � R-I1 IN5(Jl 95, OT f-M Tv FE SWITCNF-D Wf W49T ldTT q. I� -rolLo RM . v "N/v A 10 4A -. �rjT Waj � T u Mou�ITs~v aaover c��I�G, i2. 4-o" 00 PL.�IMP,1�1C� �Ip�LI r� �XH fLt\o - _ ---- - - roe NO 29 D i fo rMACK.ENZIE ENGINEERING INCORPORATED I 17!90 3.W ISANCf+OiT STREET POATLANO,OlkILGON OT201 0011"4-05m Of R.O.BOX 59019 PORTLAVO.ORE430N 97201 FAX(702)*-20.1285 bVICKEN2IE 6NQINf_t11tN0 11dCOti1F'O�L�TF.D ABE Auto Battery & Electric Storm Calculations Fp^,cFr ��• 1, � .ion r «G10 4 44 w t MACKENZIEISAITO & ASSOCIATES, P.C. J08 NO 2 9 0 7 1 6 Cr4EGONi503122495-C WA$Hfi;,,- h,7ofi sy 1r)05 MACKENZIE ENGINEERING INCORPORATED OREGON 1503!224.9560 WASH'NG'ON(?061451 14;10 Iter �`l ?�M IN -72 n, rl•I ,Y" UN t'�rJAir1�,� f�<��"r �. (��•,� , � ��r /�,C_,E SITE. p�P��;�� ,� R� 1 IMI-" V,(L 'rtle- T)W'grJ r\(,G Ile". 1.)f IlAsJ Q.,L�II.."r:, ' -721.Y I F r�I ;..tiIVL�� i. .FI µj F11-y f'�EQP✓ C.�'"� T. �c.�'RC —'rla(. 'Pra1a -rc 71- 7-4 ,�► wrn1rL� ���. ���E o ;c7.� liat`Wo 715- e 'TTS t. Gh ���. A"T����: �• ►_� T��r S4U• 'Tk,\•7 c ri 11-, - ;!. r I D 'fir.-!+� • '_ - cr_ Ft f-IA IrJ 1�C-� ;, *7 1?1 ---- _ Br 1 — DATE a - --- ---- �tl 1�7��•f MACKENZIE ENGINEERING INCORPORATED JOB NO I 0690 S.W.BANCROFT STREET PORT LAND•CREGON 97201(903)221.9660 BMT. I OF P.O.60r 990 9 PORTLAND,OREGON 97201 FAX(90J)226.1266 ftm— rdACKENZIE ENGINEERING INCORPORATED L�iW ALL 04IGHTS FESEWED r/ME Ln. AREA SEWER DESIGN PROFILE= SEWER LOCArION (M/n) Hr. (Acres) GROU;ELiE ^' w ELE �y _ N LL a 4 ui I C a RT Date _ .- Ck'd _ z y Q U a v �� V. --- w w > U � u LO > �l � o >- Dots 5 o- -- - JII � LL a w W w W °. w ►- �- c = n Q O W W ~ U U H (r W F-# 2 zN J Z Wi W p 7 2 (Jz STREET w � a w o ww a O D WD U0~ Z c) > o3 J / 3 q 5 6 7 B 9 IO // /P 13 /4 /5 /6 1777 /B AL nr�Ci` t Arc �1- � PIn _ 41-•IL - - / - - �r?i \ 0,°}?. �.lr' D UPJ_ 1,11 11,1 O.Q�r 2� 'll' (c �•'"- �� i x l91.0 O � X191.0 I h 0 a ` X191 CS x190.9 2 Cc f, x I.91 . P, TOO U \ ou TECH C 'NTER ORIVE OCB = -— a c, ca x 174.4 17 1.1 x �. x 73.2 '3.3 'I x 175.0- -\I 74 2 x 172. N N f � � i I - OUR 24 24C. I owl]III l SO .� SWWWWW OL, ;,. 230 1 1 1 A r 3 R. UC —lc e a fir._.. LA.N O MAeRK LN. ice Ina r— i iso _ sw x147. 7 x150.! X X 149.9 I X 147.6 \ t x 0.0 \ 9. X 147.e X 151 150 X I44 2 \ i I IA1 2 IN . k ucl Q If� O x157. 4 1. M� 11r �I 4' x 153.2 (MM) _ _.._ x 153.0 r OU x 151. 1 x x 151.b H x I � X 147. , / x 1 4!.6 150 1 . _ 11 X 139. x 1"17.e x y X 14"1.2 / -1\ A I 1 k 1,5.2 I � X `�Q\ 1620 J � ' pt ofto x14•.2- I x 44. 2 o n 1 T A / I (►+1 s_ (M N1 0 I 1 151.' / 105 1 D EL. 151.57 o \ J 0 JI o \\ © pa ©0 r 4 40 All X 14T. 5 _ � L!1 R � ID apt ALL 145.5 x � 130.T..� � \ 0, ,� 5 i I 160 �;/ IW -AL x l�1.4 x 147 a �4e « ,ice '"�-- tJx x Iso. I`.. / MM) 60 M) � � c ------- / _ iro MM) A Q 1_ ' Mill lmll�mmmmmm� (MIN) LENGTH OF AVERAGE GRADIENT OF TERRAIN OVERLAND FLOW (FT) -- lx or 2% 4% 7% 10% or less more A B C A B C A B C A B C A B C 50 11 6.5 4 10 5.5 3 8.5 4 2 7.5 3.5 2 7 3 2 100 15 8.5 5 13 7.5 4 11.5 6.5 3 10 5.5 2 9 5 2 200 2G 11 6 17 9.5 5 - 15 b.5 4 13 7.5 3 12.5 7 2 300 23 13 7 20 11.5 6• 18 10 5 16 9 4 14 8 3 400 26 15 8 22 12.5 6.5 20 11 6 18 10 5 16 9 4 500 28 16 9 24 14 7 22 12.5 6.5 19 11 6 18 10 5 700 33 18 10 28 16 8 4,4125 14 7.5 22 12 6.5 20 11 6 This Table is to be used for Sheet Flow conditions only. RAINFALL INTENSITIES FOR EA ' ASHINGTON COUNTY (for Ranges 1 6 i West) Rainfall Intensity (inches/hr) TIME OF STORM EVENT - YR/(PROBABILITY) CONCENTRATION (MIN) _ - _- 2 5 10 25 50 100 (50x) (20x) (10x) (0) (2x) (1110) 0 1.90 2.50 3.00 3.40 4.00 4.50 5 1.90 2. 50 3.00 3.40 4.00 4.',0 10 1.30 : .70 2.?.0 2.50 3.00 3.50 15 1.10 1.40 1.80 2.10 2.50 2.90 20 0.90 1.20 1.50- 1.80 2.10 2.40 30 0.75 0.93 1.20" 1.40 1.65 1.90 40 0.60 0.75 1.00 1.15 1.30 1.60 50 0.55 0.70 0.85 1.00 1.15 1.35 70 0.45 0.55 0.70 0.82 0.95 1.10 I 100 (x.40 0.45 0.55 0.67 0.75 0.90 inn • • • 'r ' • 1 1 logo milling PCOP-502 •1/ 11■■■���INI/MOW ••1 �/■ 11111 r�" ' '•.-- ■ milli■/■/.��;..;lor�►- -;•- !�: ld 01 Tw- off min A W Imp NP2 PIP vi pt Ind .��► ' . 1 • Smell 0, A LIP Pla 10 sm keg Wd � ��► ,. dw ►`•■■■r ' www �.•, n POP Aa •►- N � WAR kill P'fir A:. 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OF IL— P 0 BOX 09039 PORTLAND.OREGON 97201 FAX(503)225 1255 MACKENZIE ENOINEEMINO iNCORP')MATED, ' 1"0 All RIGHTS REStaAl 1 i•S 4-, Q- s a 9 n By-- L�- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STREET PORTLAND OREGON 97201 f5031224-9560 SHT. s OF { A s - 4J1 4a i � k r , � 1I VY x „ 4 • � U ro 4 9 1 ` LL �r Q 11 c �► - - -4N m J �'j Ij x m IL �. T t 1 i By 2 a�IC ���+Y+� ♦'r" DATE_ MEMACKENZIE ENGINEERING INCORPORATED JOB NO. 0590 S W BANCROFT STREET PORTLAND OREGON 97201 150122/.9560 SNT 2 f.i OF P O BOX 69099 PORTLAND.OREGON 97201 FAI(5031228-1285 MACKENZIE ENGINEERIN3 iNCDAPOq�TED +990 All RtGHtS RESERVED i i'►'1 �, .� ,r .. -. .� ,� Lam. � L ' y •3 �.. IC• � � 'I 1 J 1 r d� .0001 art ' !:. _ o► i '?.�r C:r `. ��S� J r 'r,�.'S" r '1' l.T• � -/GSL.: • 'moi + i Ste/ M Vf%Z s R = -- - By DATE ar. lu MACKENZIE ENGINEERING INCORPORATED JOB NO 1690 S W BANCROFT STREET eORTIAND.OREGON 972011503LJ 1221.9580 SHT OF '2 6 - 2. V/A. 2. 3 17, �- s ==_----�.— R �-�?_ ;� �. ^f- 5/may. /� - -.►` -- ---- 6r DATE ate/ MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 5 W OANCROFT STREET P ----��`-"""- ORTLAND,OREGON 47201(5031224-9560 SHt n--�-�OF /Q.�P .rij F�fart'•! j"Y) i�.� a"'�.c" J✓ ?.ate,y, •Y.%'++"' f ,�,Z �- i��Jr�, _ '�j r: � ... , ' � ` •L►^, C ,moi.f.'"'{ rt Rc.�✓! TA A�S G- BY DATE 71 Z 7 r MACKENZIE ENGINEERING INCORPORATED ,Cc_Q )g911 S W BANCROfT STREET Pnptl_gNf? OREGON 9720' 1509)221.9580 SHT. OF r 1 S/ as 't l� ,S 3 _ ••.,' l k� •r r BY L - - - -- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. 0890 S W BANCROFT STREET PORTLAND,OREGON 97,101(503)224-9580 SHT OF L. RRRWmma M SEAjou L rt 4J � 1 , V � Cr1 rl M O n� rJ i 8622 p T- �OREGON���, / �40Sr 22,rnC" JAI r - I, MACKENZE ENGINEERING INCORPORATED JON NO. 08905 W BANCROFT STREET PORTLAND OREGON 97201(503)224 WW SMT La- OF 'CJI PO 9OX 6909 PORTLAND OREGON 97201 FAX 1503)228 1285 MACKEN2IE ENGINEERMG+NCOAPORATED '990 All PIGh'TS R:'LQVEo Kr G� - /. r S /7 �S w co By DATE ?�•` " MACKENZIE ENGINEERING INCORPORATED SOB NO. 0590 S.W.BANCROFT STRUT PORTLAND,OREGON 97201 0503)22/.9raA0 SNT -" OF P O BOX 09039 PORTLAND,OREGON 97201 FAX(5031229.1280 MACKENZIE ENGINEERING INCORPORATED '��IM ALL 41GHTS RESERVED �..rc� _ w n_ ;.vim�.: .. ,.�..7�•S�'�. � f S.:T *Z,S� i K z a.« �,.,� SI F+3ihrt_ i Y► -gip ._,.:A-(4Ar i All-C �•fQ..'ril� /� is tF L � "v..Q By a►rE T JOB NO.-- MACKENZIE ENGINEERING INCORPORATED SMT ✓CG_ OF 490 — 0S.W.BANCROFT STREET PORTLAND,OREGON 9720119091224.9940 _ P.O.box 94099 PORTLAND,OREGON 97201 FAX 14091229.1244MACKEN2IE ENGINEERING a:coRPORATED ®IM ALL RIGHTS RESERVED l� A, V -7- 4- lo4— Awr -NIL- By DATE LMACKENZIE ENGINEERING INCORPORATED JOB NO. 7,-lm6 0690': , HANCROFT STREET PORTLAND,OREGON 97201($031 9560 1 qHT ���OF il u BOX 89039 PORTLAND,OREGON 97201 FAX(5031226-1285 MACKENZIE ENIJINEERING,NCC)APORATED I '990 ALL RIGHTS RESERVED L �"' � '.a''✓'�/'r•.B./.' .:.A.., '..r.t rar ra-:""'- :.c...•� .•'� — -�v"'�.'t�% ::sJ �E'.'�i�.;_ OF n�,s,• r �,j per. c �� � CPO 5o ,`� F qv �r DATE JB NO. MACKENZIE ENGINEERING INCORPORATED r 0090 S.W.BANCROFT STREET PORTLAND,OREGON 07201 M=221.9690 SMT. �� OF { P.O.BOX 99099 PORTLAND,OREGON 91201 PAX 49031228.1286 MACKENZIE E►►�gqiN0EFONG WCORPOMTED tM ALL A1014 NE9ERVE0 A----9 - - � I I 1 I �jT?� r'fZa ✓� Isr i %t Z. -CA f c ST . J t \ y r IaL rJofAL aAt7e'' .-gam By L J� DATE :. •" �,1'��" MACKENZIE ENGINEERING INCORPORATED JOB NO. 0990 S.W BANCROFT STREET PORTLAND,OREGON 9720115031221.9590 SHT. ►c'Q - OF LP O BOX 99039 PORTLAND,OREGON 97201 FAX 15031228 1285 _ K LL21ENGINEERING RESERVED V.rALL r'' :�:p I r . /God. i w' V Awo rc �, rZ.r+n _ V.o t-` . ,t �,• >,. ice.S 2 2',)',3 4- 2 O.)04 cry.,..;` ec...,.,4, lit 5w.. Gan.. -ror S�•,� �,� 1 By DATE _ MACKENZIE ENGINEERING INCORPORATED JOB NO. 0890 S W BANCROFT STREET PORTLAND.OREGON 97201(5031221.9580 SHT---';r,-4-b Of P O BOX 89039 PORE'AND.OREGON 97201 FAX(503)228 1 285 MACKENZIE ENGINEERING INCORPORAPEp X990 ALL RIGHTS RESERVED ff.. i Lf Ar �tc- LrA a,- t--F X,5 r �.c 0 V1, 7-6CU(12-)6 '7-7 4- 1 10 BY --- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0690SM BANCROFT St"FET FOFTLAND.OREGON g7201(50,'122414-.560 SHT —J�A r PO BOX 89039 PORTLAND.OREGON 97701 FAX 15031228.1285 OF a �n i; i. By DATE JOB NO MACKENZIE ENGINEERING INCORPORATED I sr+T `�OF 0690 S W (;ANGROFI STREET PORTLAND.OREGON 97201 15031224 9560 P O BOX 69039 PORTLAND.OREGON 97201 FAX 15031 a^.q-1265 MACKENZIE ENGINEERING INCORPORATED 1990 ALL RIGHTS RESERVED INEELMOULMRALMRMLMRAMMMMEPRALMEAMLAW-Z=ml-§E�� a VIA s �N Z 41, 7✓^ 7 h y C.a3> �. a �x f 17.5 c 2 Z- ksl e^ (y(= 17 cl 2S") 7- .733 2-7 ( G Sr _ DATE 41 I MACKENZIE ENGINEERING INCORPORATED Joe NO. ZAv I ((o 000 S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)224.9990 SHT. �OF P.O.SOX 590.19 PORTLAND,OREGON 97201 FAX(5001225.1255 ®�p ALRTSRESERVED OpPO� D LIGHI � Y P �v A C.�►N�L."�(c�1 rp(� SLAB fA' Tcnr C -GC /33 c - • �s By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. 061W S.W.BANCROFT STREET PORTLAND,OREGON 97201(503)221.9560 SMT. OF P.O.BOX 69019 PORTLAND,OREGON 97201 FAX(503)229.1266 MACKENZIE ENGINEERING INCORPORATED ®19110 ALL RKiNTS RESERVED #saIRA4 c�uT-►-1 - 1IJCS7 V&LL- 1 1�..\ i � I I X �� x I i I � _ '✓ I ?�� vim.�I � I��� 1 )1 1 7) fJ, - _ Sr_'�L: ��.�.�\� -- �� ISI' fl.l.l • = L✓3 t'l.l � IA 0*1d �Q a Lvp- --eta i ��•� l.,ct�-tom � S?,,�G� �� i--� — - - r r ',1 J� •I o t i BY VS e DATE - ►►-a� MACKENZIE ENGINEERING INCORPORATED JOBN_Ol I � qd 1•I�_ 0690 S VI BANCROFT STREET PORTLAND,OREGON 97201 15031224 9560 SHT OF P O BOX 89039 PORTLAND.OREGON 97201 FAX(503122-0-128-5 oc 0 ALL RIGHTS RESER RESERVED q9 WIMP 0uL-T ' T 11-4 r ai y • fV 1°�I 1 9 LI t � .,l �• I �ICS-r �/�L •_ f v i(ScY% By__ 1.• 4-4 _ DATE- � �I MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STREET PORTLAND,OPEGON 9720115031224.0580 SHT t(_ME P O 13OX 89039 PORMAND.OREGON 97201 FAX 150312281285 OF _ E tiIACKENZIE ENGINEERING INCORPORATED ��990 " PIGHTS RESERVED ✓ '7 r q.z� I v Z ' { S.Z�•- ;�j - LImb to �! 2 t Z.•--•a r .Z r � r a ( r �� " f,a3 i 1s i Mui :. Z•S� �I. � f � g Z.. � k C u P f-C e �-r.�►� C-A r. s Z Q�IL' C L.OWUL 4 rZ. — -- er --- --- - - OA1 E JOB NO. � MACKENZIE ENGINEERING INCORPORATED 0890 S W BANCROFT STREET PORTLAND,OREGON M01 6031224 9580 SNT. Of J P O 9OX 89079 PORTLAND.OREGON 97201 FAX 15071228 1285 WIN21E ENOINEE1NCOR/011A1EC 1„p ALL RIOMTS RESERV�1N0ED Z. -7 7 C5! If�T�lt c: "ti WES ,I,] % r ? = 5 �=� .cLrr M _0 p c. !NINC IN 1744---------- 2 . y-7 /e ' �u K 9 - - - ---_—_ - - BV �5 _.--- - - -- DATE— MACKENZIE ENGINEERING INCORPORATED JOB N�O, 9 :,W 890bANCROFT STHEFT PORTLAND OREGON 97201(303)224-9560 SHT\y"__� OF P O BOX 89039 PORTLAND,OREGON 97201 FAX(5031:281285 �JACK�ENZTIEJ NGINEEPING INCORPORATED S RESERVED r /F7 /L. �ow i Z ' Mu _ 2. + 2rI0AIL = Z .yu 14' too fit INt au,T By -- - - DATE MACKENZIE ENGINEERING INCORPORATED JOB NC. O690 S.W.SANCROFT STREET PORTLAND,OREGON 97201(509(221.9560 P.O.BOX 69099 PORTLAND,OREGON 97201 FAX(500)226.1265 CF--. MACKENZIE ENGINEERING INCOFIPORATEO 4,1990 ALL RIGHTS RESERVED 17 ) 7�=3 i`-s ! �2 = , �Sv(�• S�IZ.�� ���z) - to a/ /��F 7.7 3- 25'"j7 t BY DATE MACKENZIE ENGINEERING INCORPORATED JOBNO. 081110 S.W.BANCROFT STREET PORTLANO,OREGON 47201(60.7)221.9660 SMT.�^�'-OF P.O.BOX 82M PORTLAND,OREGON 07201 FAX 15=2M1285 ®,9iC0 LTEED GRPORATEDALRGHSRSRVE MNAA G Nlll G✓A-1-;�5 IAIA Nr w� = C 1-r x . 7y V Psf (S�.kc-ricT4) -7 5--7 PLF 2 (JL = 445. 1 PLP :5.Lr-T10t4 �, r> PL..F IN�.artP v1a�, /3'- 3 ew) v L L = 257 Chi �.�a� ,. i/3Z aja L DATE 4 MACKENZIE ENGINEERING INCORPORATED JOB NO. - 0990 S.W.BANCROFT STREET PORTLAND,OREGON 0IM 0001221.0000 SHT. A '7 OF P.O.SOX 00099 PORTLAND,OREGON 07201 FAX(SIM 10.12M ®,iM AELL RIGHTS RESERVED ORPORA?E0 gop a" tj AI - ins, a t ��.u = /zq k�.r7 1 .s I S( rte + W Lek--T = x,-,C, - vc.81 s. Z5- s:,�'z 57/ r G�C, 7 73- 1 / 7 S/. / 7 LyC a78)C�0.31� BY _'- - DATE ME MACKENZIE ENGINEERING INCORPORATED JOB NO. 0690 S.W BANCROFT STREET PORTLAND,OREGON 97201 15031221.9660 ��� P O.BOX 69099 PORTLAND,OREGON 97201 FAX(503)220.i265 SMT.�- OF (9)XMACKEN990AllZIRK1ME ENGT6INEERRESEINGRVED INCORPORATED z � ti . , r 2r1u 7 tip y o r, By . t l DATE JOB NO. �- MACKENZIE ENGINEERING INCORPORATEDsHT 1 C1 OF 0890 S W BANCROFT STREET PORTLAND,OREGON 9720115031 224'lW- P O BOX 69039 PORTLAND,OREGON 97201 FAX 15031226-1285 MA�K�ENZIR OH Sf RESER ENCORPORATED r. _ I D� - I�C►�•33/z1C',2.��� j �"��� Ciu� -� ,ZvC2y1/lu-`� ��� — V ZI Ilo 1, I� ��VtLL = 521 ��'� �.� •7. S I .� i � ! I 7 T75t' C1JViN113 CU�"' ,1 7 v 97CT = •'�CI S)3�L !� = �"7�� I to z w � = r4•I. 1 CJI � yctc; 11, Ig1 � --�' = UqC( ?) -t Iti L,C.-. J4;(� z I'73E, ►7 M ` 1.7.3(o �9 Sri's X91 19sR\�'`/_ a 9�Z�'' h ��J l ` G1y��IZ.•���i �vS C, -1S:��:.�,>>c .°�!) �-„„ 1-93 s( G 66 7 -73t -+ ljW1 i 47 ,0 By L4; DATE 4j . MACKENZIE ENGINEERING INCORPORATED JOB NO. 1,,o!c:,I I i 0690 S.W.BANCROFT STREET PORTLAND.OREGON 9/20119031224.9660 SNT.&/U OF ME P.O.P^_X 69039 PORTLAND.OREGON 97201 FAX 19031226.1266 701- 990 ALL RIGHTS RES=RR EINCORPORATED 7 0 ry I 13,70 FLF 1 35 ,_7 PL ��'�� /' ��1J I rel C, � (.«C 1!s r'� �+-J�-�Sf'[i� '%''',►/ �j '�` `,�' � 1'��k''tL `1 c � • c.� �U 1130? + , !d �7 17 7CK,-, �? C S31y Y�2.)C 1 �� _ 3D/ c 64 /s 02.75) `G3,nX.�- ) -- ---- -- - ---- By -i�S - - DATE 4 (f -. MACKENZIE ENGINEERING INCORPORATED JOB NO. r'� 0890 S.W.BANCROFT STREET PORTLAND OREGON 97201(903)221.9980 SMT. -OF P.O.BOX 89039 PORTLAND,OREGON 97$01 FAX(903)228.1289 �19990 ALLL RIGHTS RESERVED ORPORATF:, ,w rr•r•rr•rr+rrrrrrrr+rrrrrrrrr•••r•••rrrrrrrrrrrrr Filaname: out.tle Date ,•AI: PLANE - Planar Frame and Truss Analysis \IVcST Version 1.S2 - 03130!9.7 - C4.0 Copyright (C ) 1986, Structu ;1 Analysis, Inc. Boca Raton FL -3432 (305) 392-6ES7 User #87P377 Input data file. 'l..m,. a b e,t!s YYd.L4. • DATE: 4- 9-1991 TIME 12: 4: PROJECT: H.S.E. DEFLECTION �•" GENERAL DATA err Members: 23 Joints : 24 Load Conditions: 1 Elasticit%, 3122.0 Kai Structure: PLANE FRAME ••• JOINT LATA ( feet ) rrr JT Y ' . DD 00 0 1 l 2 .00 1 .00 0 0 y 3 .00 2.00 0 0 0 4 .00 3.00 0 0 0 s .00 4.00 0 0 0 b .00 S.00 0 0 0 7 .00 6.00 0 0 0 9 .00 7.00 0 0 0 9 .00 8• ,s 0 0 1 1011 .00 9.25 0 0 0 12 -00 10.25 0 0 N 13 LAO 11.25 0 0 0 LO 12.419 0 0 0 14 .00 13.41E 0 0 0 15 .00 14.45 0 0 0 •00 is- is 0 0 0 1 i . 'J0 It .2s 0 0 0 18 .00 17.29 0 0 0 19 .00 18.415 0 0 0 20 .00 L1 .00 20.00 0 0 0 2 .OL' 21.25 a a 0 23 .00 22.25 0 0 24 .00 413.59 0 0 1 ••• MEMBER DATA +rr MEM FM TQ TYPE AREA INEP.TIA E LENGTH G�� 9G 1n, 111rr4 k5: fest 56.00 166.0 3122. 1 .00 _ 3 0 66.00 166.0 31'22. 1 .00 4 0 66.00 ?66.0 3122". _ .00 4 4 5 0 66.00 166.0 3122. 1 .00 5 5 b 0 66.00 166.0 3172. 1 .00 6 6 7 0 56.00 166.0 3122. 1 .00 7 7 8 0 66.00 166.0 3122. 1 .00 9 8 9 0 GE.LAO 166.0 3122. 1 . :I5 9 9 10 0 66.00 166.0 3122. 1 .00 10 10 11 0 pti.00 16E.0 3122. 1 .00 11 11 12 0 ib.00 166.0 3122. 1 .00 !2 12 13 0 66.00 166.0 3122. 1 .00 12 13 14 0 66.00 166.0 3122. 1 .00 14 14 1S 0 66.00 166.0 3122. 1 .00 15 15 16 0 66.00 166.0 3122. 1 .Ij0 16 16 17 0 66.00 166.0 3122. 1 .00 1'7 17 18 0 66.00 166.0 3122. 1 .00 18 18 19 0 66.00 166.0 3122. 1 .00 19 19 20 0 66.00 166.0 3122. 1 .00 20 70 21 0 66.00 166.0 3122. ',5 21 21 22 0 66.00 166.0 3122. 1 .-5 22 22 23 0 66.00 166.0 3122. 1 .00 23 23 24 0 66.00 166.0 3122. 1 ._v +ssr.►tar►r►rrr►►►r►ra►►r►rrarrrrrrarrr ++• OUTPUT FOR LOADING CONDITION 1 ++� +►►►rrrrrsar+rrr►rarssrrrrrrrrrarr+tsar ••• MEMBER LOADS (UNIF-kit, CONC-kips ) 0•4 TYPE MEM LOAD ALPHA BEGIN END UNIF 1 220.00 .00 .00 1 .00 UNIF < 29. .00 .00 1 .00 UNIF 3 220.00 .00 .00 1 .00 UNIF 4 220.00 .00 .00 1.00 !UNIF 5 .'20.00 .00 .00 1 .00 UNIF 6 Z"0.00 .00 .00 1 .00 UNIF 7 720.00 .00 .00 1 .00 UNIF 8 220.00 .00 .00 1 . 1S UNIF 9 !9.00 00 .00 1 .00 UNIF 10 18.00 .00 .00 1 .00 UNIF 11 18.00 .00 .00 1 .00 UNIF 12 18.00 .00 .00 1 .00 UNIF 14 18.00 .00 .00 1 .00 UNIF 15 18.00 .00 .00 1 .00 UNIF 16 19.00 .00 .00 1 .00 UNIF 17 14.00 .00 .00 1 .00 UNIF 18 18.00 .00 .00 1 .00 UNIF 19 X8.00 .00 .00 1 .00 UNIF 20 18.00 .00 ,00 . 75 UNIF Z I9.Jd0 .00 .00 1.25 UNIF 27 19.00 .00 .00 1.00 LINIF ::3 19.00 00 .00 1 .3.< ►.. rOINT LOADS ... jr MOMEN r K_,p-ft k1p5 kips r 1 ,0 .0Lh 370.00 2 .0 0@ 325.00 3 .0 OLA 280.00 4 O Lh0 2 ZS LAO S 0 0( , 91 .00 6 h 00 146.00 7 .a 00 101 .00 8 LA 00 96.30 24 00 .00 --- JOINT QEFORMA! EQ NS --- JT ROTATION VERT HORIZ radians inches inches 1 -2.12387 .000A .000 2 -1 .91625 .000 24.646 3 -1.37931 .000 44.673 4 -.6582.3 .000 57.013 5 . 11431 .000 60.265 6 .81801 .000 54.545 7 1.34491 .000 41.339 8 1 .59958 .000 23.3SE 9 1.41001 .000 .000 10 1 .02'964 .000 -14.579 11 .7059*+ .000 12 .43404 .000 -.:1 .729 13 .20881 .000 -35.542 14 .02613 .000 -3. 6.910 is -.11S68 .000 -36...533 16 -.2-077 •000 -34.290 17 -.29415 .000 -31 . 162 18 -.34082 .000 -27.328 19 .36579 .000A .069 -0 -.37406 .000 -18.615 21 -.37230 .000 -15.253 22 -.36057 .000 -9.747 23 -.34917 .000 -5.490 24 -.34099 .000 .000 --- MEMBER. FORCES --- MOM - Negative when clockwise SHR - Positive when acting in the positive Y-diracticn AXIAL - Positive when acting in the positive X-direction i MEM S-MOM E-MOM S-SHR E-SHR S-AXIAL E-A XIAL kip-'t kip-ft kips kips kips kips 1 -.00 1457. 73 1567.72 -1347.72 .00 .00 2 -1457. ? 2370.45 14922.71 -802.71 .00 .00 3 -23?0.46 2783.18 522.7- -302.72 .00 .00 4 -2763.19 2740.89 6-x .71 152.29 .00 .00 S -2740.99 2297.62 -343.=8 563.28 .00 .00 6 -22@7.61 1468. 35 -709.-6 929.26 .00 .00 7 -1468.35 328.08 -1030.26 1250.26 .00 .00 9 -374,09 -1477.00 -1.:0'.56 1591 .56 .00 .00 9 1477.00 -1263.99 -22. '_1 -204. 11 .00 .00 !L0 1:R_,ya -1068. _Q -196. 12 .00 JLA I1 1068. ?? -991 .66 186.1 -168. 1." 00 A0 ISd.l i -150. 11 1LA ,4i� R � � 13 73 S= -582.42 ISO.12 -150.12 LA LA IAO 14 982.42 -441.29 150.13 -132.13 00 .LAO 15 441.29 -318. 1S 132.13 -114.13 .00140 16 316.16 -'_13.03 114.13 -96.13 A0 .00 17 213.04 -12S.92 96.12 -' .12 .00 00 8 18 125.92 SE,OLA 78.12 -60.12 .00 .00 19 56.80 -S.69 80.11 -42.11 .00 .00 20 5.69 20.83 42.12 -29.62 00 00 =1 -20.H4 41 .77 29.62 -4.87 .00 yji7l Z. -41 . 77 37.14 4.87 14. 13 210 .00 '� -37. 14 1 .54 -14.13 39.40 .00 L•• .00 --- RESTRAININGG FORCES AT SUPPORTS ... rT MOMENT Ry Rw kip-ft kips kips '- .0 .00 -1567.72 .0 .00 -1807.67 �1 .0 .00 -39.40 ^d oti PLANE Hf4'amd Time! I� min >r7 avr r.s.....rararrarrasrrr►rrr►r.rrrrrrrrrrrrrrrrrrrr G 4j "• `Fg)-Exit without saving -barges, (F10)-E•.it and save changes ??> Window: l Fi1e=out . tls Line: 108 C01 = 1 INS ••• MEMBER LOADS c UNIF•-k i t' ',;0 p ... TYPE. MEM LVAD ALPHA BE�13IN END UNIF 1 20..00 .00 .00 1 .00 !UNIF 2 203.00 .00 .00 1.00 UNIF 3 203.00 .00 .00 1.00 UNIF 4 203.00 .00 .00 1.00 UNIF S 20,..00 .00 .00 1.00 UNIF 6 20.3.00 .00 .00 1.00 UNIF 7 ?03.00 .00 .00 1.00 UNIF 8 203.00 .00 .00 1.915 UNIF 9 -19.90 .00 .00 1.00 UNIF 10 -19.80 .00 .00 1 .00 UNIF 11 -19.80 .00 .00 1 .00 UNIF 12 -19.80 .00 .00 1 .00 UNIF 14 -19.80 .00 .00 1 .00 UNIF 15 -19.80 .00 .00 1 .00 UNIF 16 -19.80 .00 .00 1 .00 UNIF 17 -19.80 .00 .00 1.00 UNIF 18 -19.80 .00 .00 1.00 UNIF 19 -19.80 .00 .00 1 .00 UNIF 20 -19.80 .00 .00 .75 `, (F9)-Ex., t without saving changes, (F10)-Exit and save changes >>> Window: l Filesout.tls Line: 108 Col l INS UNIF 20 -19.80 .00 .00 UNIF 21 -22.70 .00 .00 1.2'; UNIF 291 -22.70 .00 .00 1.00 UNIF 23 -22. 70 .00 .00 1.33 ••• JOINT LOADS ••• JT MOMENT PY p,K kip-ft lope kips 1 .0 .00 370.00 •0 .00 3915.00 3 •0 .00 290.00 4 .00 235.00 .00 191 .00 6 •O .00 146.00 7 .0 .00 101.00 s •0 .00 56.30 - JOINT DEFORMATIONS ••• jr ROTATION VERT HORIZ radians inches inches /vim 1 -2.29641a .000 .000 ' ' J (F9)-Exit without sa,,,r.y changes, (Fi0 ? E - :=t end save changes Window l File'out.tls L:n•e: !30 C01 : 1 INS i -G.286219 .000 000 -2.07560 .00'@ ZE.S33 3 -1 .526219 .000 48.460 4 -.77881 .000 62.422 s .03883 .000 66.870 6 .81119 .000 61.670 1 7 1.43490 .000 47.996 8 1.81930 .000 28. 189 9 1 .84537 .000 .000 10 1.62199 .800 -•20.826 11 1.37932 000 -38.85. 12 1. 1228S .000 -S3.87S !3 .85808 N"' -65.766 14 .Sa961 + -74.455 1S .31927 .000 -79.908 15 .05164 .000 -82. 123 17 -.20777 .000 -81 . 180 18 -.45346 .000 -77. 196 19 -.67995 .000 -70.374 20 -.38172 .000 -60.976 21 -1 .01352 .000 -52.434 22 -1. 18835 .000 -35.342 23 -1.28220 .000 -10.970 4< (F9)-Exit without saving changed, (F10 '-E-.it and sa,:e changes 1 Window: l File:out.tls Line: 160 Cc1 : 1 IMS MFM S•-MOM E-MOM S-SHR E-SHR C-AX1AL E-AXIAL p„� �b kip-ft kips kips Hips F.!ps -.00 1482.69 1584. 19 -1381. 19 .00 .00 -1492.70 2437.39 1056. 19 -853.19 .00 .00 3 -2437.40 2909.09 573. 19 -370. 19 .00 •130 OL I4 -2909.09 2942 00.76 135. 16 67.84 . 00 d-A"j S -2942. 7521582.44 -253.81 461.31 .00 .00 2'� 5 -2532.46 1873.16 -607.60 610.80 .00 .00 7 -1873. 16 859.96 -911.80 1114.80 .00 .00 9 -859.86 -762.60 -1171.09 1424.84 .00 .00 762.61 -841 .96 -89.25 69.45 .00 .00 !0 841.96 -901 .50 -69.46 49.66 .00 .01. 11 901 .51 -941 .2S -49.65 29.85 00 00 12 941.26 -961.20 -29.85 10.05 .00 .00 11 961.210 -971 .23 -10.02 10.021 .00 00 14 971.24 -9'71 .38 -10.01 -9.79 .00 .00 15 971 .35 -951. 70 9. 76 -29.56 .00 .00 is 951 .69 -912.« 29.55 -49.35 .00 •00 17 912.24 -8521.99 49.34 -69. 14 L0 00 138521.99 -773.93 69. 15 -88.95 .00 .00 i9 '773.94 -675. 11 88.94 -108. 74 .00 .00 20 675.10 -Se7.98 109.72 -123.57 .00 .00 (.ca)-4z;.it without saving changes, (F10 ?-Exit and save changes . wir.dow: 1 Filelout.tls Line' 182 Col l INS 10 675. 10 -587.98 109. 7= -123.57 .00 .00 ,3;.-27 -415. 72 12_'.6= -151.99 .00 00 415. 77 -�S7. .;9 151.97 -174.67 .00 01r _ 0�+ +0 2521.39 .00 174.67 . ••• RESrRA!NING FORCES AT SUPPORTS ••• JT MOMENT RY RX kip-ft kips kips 1 .Id .@id -1584.19 3 .U� .00 -1335.59 2� .0 .00 204.86 End of PLP.i,IE Elapsed Time; 8 min 8 sac c,� arc �Fa)-E�it without saving changes, (F10 )-Exit and save changes Window: l File:out.tls Line;54 Col l INS MEM FM TO TYPE AREA INERTIA E LENGTH sq in. in•-4 ksi feet 1 ! 2 0 EG.00 18.6 3122. 1 .00 2 2 3 0 66.00 18.6 3122. 1 .010 3 3 4 0 66.00 18.6 3122. 1 .00 4 4 5 0 66.00 18.6 3122. 1 .00 5 E 6 0 66.00 1E.6 3122. 1 .00 6 6 7 0 66.00 18.6 3122. 1 .00 7 7 8 0 66.00 18.6 3122. 1 .00 B 8 9 0 66.00 18.6 3122. 1.25 9 9 10 0 66.00 166.0 31'22. 1.00 10 10 11 0 66.00 166.0 3122. 1 .00 11 11 12 0 66.00 166.0 3122. 1.00 12 12 13 0 66.00 166.0 3122. 1 .00 13 13 14 0 66.00 166.0 3122. 1 .00 14 14 15 0 66.00 166.0 3122. 1 .00 15 15 16 0 66.00 166.0 3122. 1 .00 16 16 17 0 66.00 166.0 3122. 1.00 17 17 18 0 66.00 166.0 3122. 1 .00 18 18 19 0 66.00 166.0 3122. 1 .00 19 19 20 0 66.00 166.0 3122. 1 .00 20 20 21 0 66.00 166.0 3122. .75 4« lF9)-Exit without saving changes, (F10)-Exit and sive changes =:? Window: 1 File:cut.tls Line: 108 Col : l INS --- MEMBER LOADS (UNIF-klf, i.ONC-kips ) --- TYNE MEM LOAD ALPHA BEGIN END UNIF 1 203.00 .00 .00 1.00 UNIF 2 203.110 .00 .00 1.00 UNIF 3 203.00 .00 .00 1.00 UNIF 4 203.00 .00 .00 1.00 UNIF S 203.00 .00 .00 1.00 UNIF 6 203.00 .00 .00 1.00 UNIF 7 203.00 .00 .00 1.00 UNIF 8 203.00 .00 .00 1.25 UNIF 10 -19.80 .00 .00 1 .00 UNIF 11 -19.80 .00 .00 1.00 UNIF 12 -19.80 .00 .00 1.00 UNIF 14 -19.80 .00 .00 1.00 UNIF i5 -19.80 .00 .00 1.00 UNIF !6 -19.80 .00 .00 1.00 UNIF 17 -19.80 .00 .00 1.80 UNIF 18 -19.80 .00 .00 1 .00 UNIF 19 -19.80 .00 .00 1.00 UNIF 20 -19.80 .00 .00 .75 UNIF 21 -22.70 .00 .00 1.25 � = lF9)-Exit without saving changes, tF10)-E-it and save changes ? : Window l File:out.tls Line! 107 Ccl : l INS UNIF 20 -19.80 .00 .00 75 UNIF '1 -22. 70 .00 .00 1.25 UNIF 22 -22. 70 .00 .00 1.00 UNIF 23 -22. 70 .00 +•• JOINr L'jAOS .++ Jr MOMENT Py PX kip-*t kips kips 1 .0 .00 370.00 2 .�D .00 325.00 3 .0 .@@ 280.0@ 4 .0 .00 235.00 S .0 .00 191.00 6 .0 .00 146.00 ? .0 .00 101 .00 9 .0 .00 56.30 ++ JOINT DEFORMATIONS +•+ jr ROTATION VERT HORIZ radians inches inches 1 -14.34733 .000 .000 <<. (F9 )-E,! t without saving changes, (F10)-Exit and save changes :. Window: l File:out. tls Line: 127 Col l INS JT ROTATION VERT HORIZ radians inches inches�u� 1 -14.34-33 .000 .000 2 -12.73398 .000 ISS.6 1 3 -8.63247 .0010 295.66:, 4 -3.29635 .000 367.972 5 2.13244 .000 374.405 6 6.62230 .000 320.449 7 9.25197 .000 222.910 9 9.21180 .0100 109.081 9 4.35503 .000 .000 10 3.65599 .000 -49.053 11 2.97037 .000 -87.795 12 2.30307 .000 -119.414 13 1 .65948 .000 -143. 163 14 1.04419 .000 -159.356 15 .45900 .000 -168.j43 16 -.09146 .000 -170.511 i7 -.60170 .000 -166.309 18 -1 .06621 .000 -156.253 19 -1 .47950 .000 -140.925 20 -1 .93606 .000 -120.97: 21 -2.06293 .000 -103.399 �(l (F9 )-Exit without saving changes, (F10 )-Exit and save changes ??? Window= 1 File:out .tls Line! 149 Col : 1 INS 21 -2.06293 .000 -103.399 22 -2.3566S .000 -70. 11S 23 -2.50865 .000 -40.846 24 -2. i9489 .000 .000 •++ MEMBER FORCES •++ NOM - Negative when c1cckwise SHR - Vcs:t:ve when acting in the positive V-direction HX[AL - 'positive when acting in the positive X-direction MEM �-M(1M E-mIim, �-;HR E-SHR S-AX IAL E-ax. 1AL Ot " dip-ft flips kips kips kips 1 •00 1267.j7 136d.07 -116S.87 10 0,0 2 -1267,37 2006.74 840.87 -637.87 00 A0 3 -2006.74 2263.10 357.86 -154.86 00 00 4 -2263.11 2081 .47 -80.13 283. 13 00 � 00 S -2081 .48 1SOS.84 -474. 14 677. 14 ILI LA LA LA 6 -1505.84 581 ,20 -823, 14 1026'.14 .00 .00 7 -581.20 -647.4. -1147.1. 1330. 13 8 647.44 --2539,08 -13 00 -A 111 1640.19 �� 2S39.09 -2493.32 45.76 `L 00 =� 0L .01 y1 2493.32 -2437.67 4.5.75 -65.55 . .O@ .LO '< (F9)-Exit without saving Changes, (F10 )-E.•;it and save changes Window: l File:out,tle Line: 171 10 2493,32 -2437.67 45.75 -65.55 INS 437.68 00 00 11 ? -2362.2.` 65.56 -85.36 .00 .00 12 2�,� , �hi.._� L�67.0:. 85.3. -105.12 .00 .00 13 226'?.01 -2161.88 105.10 -105, 10 .00 .00 14 1161 .88 -2046.88 105,10 -124.90 .00 1S L0ab.85 -1912.03 124.93 -144.73 .00 .00 .00 16 1912.04 -1757.35 144 ,81 -164.6158 17 1757.34 -!582.88 164.59 -l84„19 '00 •00 .00 .00 18 1582.87 -1388.64 184.34 -204. 14 ,00 .00 19 1388.64 -1174.54 204.17 -223.9'7 .00 .00 20 1174.55 -1000.93 224.07 -238.92 ,00 21 1000.92 -564.51 238.94 -267.31 .00 22 684.91 -405.82 257.3;; -290.03 .00 00 23 405.83 .00 .00 00 Z's0.04 -320.23 .00 .00 044 RESTRAINING FORCES AT SUPPORTS �•► JT MOMENT RY RX kip-Pt kips kips 1 •0 .00 -1::66.87 9 •0 .00 -1685.94 24 .0 .00 320.23 , .♦araaaa�a+aa+aaa•awaaaarraaaaaaaaaaaaaaraasaaaaa cut.tls itatA 4!9!!991 SAI: PLANE - Planar Frame and Truss Analysis Veri;ion 1 .52 - 03/30/87 - C4.0 Copyright (C ) 1986, Structural Analysis, Inc. Boca Raton FL 33432 (305) 392-6597 User #87P377 Input data filenames abee-tis DATE 9-1991 TIME 9: 39: 37 PROJECT: "P" ON DEFLECTED SHAPE f-Q(Z TYP, A.LL. ••• GJ/GENERAL DATA ••• Members, 4 Joints : S Load Conditions; 1 Elasticlty' 3122.0 ksi Structure: PLANE FRAME ••• JOINT DATA ( feet ) r•• JT X Y RVH 1 ,00 .00 0 1 1 2 ,37 60.00 0 0 0 3 .00 29.00 0 0 1 4 -. 17 183.00 0 0 0 S .00 283.00 0 0 1 ars MEMBER DATA ••• MEM FM TO TYPE AREA INERTIA E LENGTH sq in. in••4 ksi feet 1 1 0 10.00 100.0 3122. 60.00 2 3 0 10.00 100.0 3122. 39.00 3 3 4 0 10.00 100.0 3122. 84.00 4 4 S 0 10.00 100.0 3122. 100.00 rrrrr•r•arrrrrrrrrrrrrarrrrrr•ar►rrrrrr ••• OUTPUT FOR LOADING CONDITION 1 ••• •rrrarrrrrarrrrrrrrrrrarrrrrrarrrrarrrr ••+ JOINT LOADS ••• 1T MOMENT Py Pk kip-ft kips dip: % �� -703.00 .0,. 5 0 -1409.00 .00 GI I ++• JOINT DEFORMATIONS ••• JT ROTATION VERT HORII. radians inches inches 1 -7.61109 .000 .000 2.47197 -67.781 3099.747 3 8. 11762 -128.784 .000 4 .42998 -184.337 -4941 .972 5 -6.392S? -246.945 .000 ++ MEMBER FORCES ••• MOM - Negative when clockwise SHR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction MEM S-MOM ri E-MOM S-SHR E-SHR S-AXIAL E-AXIAL ' " ►b kip-ft kips kips kips kips 1 .00 728.67 12.14 -12.14 2111 .97 -2111 .97 2 -728.67 -101 .01 -7-11 .27 21. 7 X111 .89 -2111 .89 3 101.01 -295.83 -2.32 2.32 1409.00 -1409.00 4 295.83 .00 2.96 -2.96 1409.00 -1409.00 +•• RESTRAINING FORCES AT SUPPORTS •+• JT MOMENT RY RX kip-ft kips kips 1 .0 2112.00 1.02 3 .0 .00 -1 .57 s .0 .00 SS End of PLANE Elapsed Time: 0 Min 2 sec iiiiiiiiiiiiiiiiiiiiii+iiilii•iiiiiiiiiJiiliiiii! G i �� << (co)-Exit without saving changes, (FI@)-Exit and save changes Window: l File=out.tls r•• OUTPUT FOR LOADING CONDITION 1 .rr 1-ine=45 Col = 1 •rrrrrrrrrrrrrrrrrrrrrrarrr•••••rrrrrrr W CS"T WA-L L Cu 7 rrr JOINT LUAOS rrr JT MOMENT Py PX k:p-ft k:ps Mips 5 .@ -1490.00 .00 3 •@ -?0--.1.00 .00 •r• JOINT' OEFORMAHONS ••• JT ROTATION VERT HORU radians inches inches 1 -1.34227 .000 .000 2 .41937 -51.119 543,590 3 1 .5@1@7 -84.829 .007 4 .57712 -119.706 -83S.610 S -1 . 13093 -190.970 .000 rr• MEMBER. FORCES - <`` (F9)-Exit without saving changes, (F1@)-Exit and save changes Window: i File=out.tls Ltne=67 Col = 1 !NS MOM - Negative when clockwise SHR Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction MEM S-MUM E-MOM S-SHR E-S :iR S-AXIAL E-AXIAL 1 kip-ft kip-ft kips k:R9 kips kips .00 127.31 2.12 -� 11 , 2 -12'' 71 _ _193.@@ -219:.00 -7.04 -3.44 3.44 2193.00 -2193.00 3 7.04 -59.73 -.88dt� 141490.00@@ --1490.0,.l4 59.73 .@@ .49 -.4G 1490.00 -1490.00 •r• RESTRAINING FORCES AT SUPPORTS ••r JT MOMENT RY RX kip-ft kips kips 1 •0 2193.00 .07 '� •0 .00 -.11 5 •0 .00 .04 Enid of PLANE r �� qc (F9)-Exit Without _aving changes, (F10)-Exit and Save changes ?_ Window: l File:out.tls Line;4S G01 : 1 INS ••• OUTPUT FOR LOADING CONDITION 1 ••+ +•+ JOINT LOADS +•+ JT MOMENT Py PX kip-ft Mips kips 5 .0 -7000.00 .00 3 @ -703.00 .00 ••+ JOINT DEFORMATIONS ••• jr ROTATION VERT HORIZ radians inches inches 1 -4.99774 .000 .000 2 1 .S0520 -179.692 2037.492 3 5.82467 -299.309 .000 4 2.48887 -461.851 -342'7.749 5 -4.6994: -796.SO4 .000 ••• MEMBER FORCES ••• (FS )-Exit without saving changes, (F10 )-Exit and 3ave changes Window: l File;out.tle Line:67 C01 : 1 INS MOM - Negative when clockwise SHR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction MEM S-MOM I`_ N E-MUM S-SHR E-SHR S-AXIAL E-AXIAL Ply.t 1 P kip-ft kips kips kips kip, 1 �/ .00 469.96 7.83 -7.83 7703.00 -7703.00 2 -469.96 10.29 -11.79 11.79 7703.00 -7703.00 3 -10.29 -251 .36 -4.36 4.36 7000.00 -7000.00 4 251.36 .00 2.03 -2.03 7000.00 -7000.00 ••• RESTRAINING FORGES AT SUPPORTS ••• JT MOMENT RY RX kip-ft kills kips 1 0 7703.01 -.10 3 .0 .00 .16 S .0 .00 -.06 End of PLANE <sq (F9)-Exit without saving changes. (F10)-Exit and save changes Window= 1 File:out.tle Line: 45 '201 : 1 INS +•• OUTPUT FOR LOP.OING CONDfTIGN 1 ••• ... JOINT Li,;MOS ..+ qW it MOMENT P PX kip-ft kips kips '�� , '���� 1-L- ! c✓ Llv1 .0 -709.00 .00 .0 -'7000.00 ••• JOINT OEFORMATIONS ••• JT RO(ATION VERT HORIZ radians inches inches t -28.99384 .000 .000 2 9. 14650 -250.849 11720.780 3 32.05540 -478.815 .000 4 2.60731 -747.684-21054. 190 S -27.62197 -1052.746 .000 ••• MEMBER FORCES ••• (F9)-Exit without saving changes, (F10 )-Exit and save changes Window: l Filelout. tls Line:67 C0111 :t! MOM - Negative when clockwise SHR - Positive when acting in the positive Y-direct:^n AXIAL - Positive when acting in the positive x-direction MEM S-MOM /I E-MOM S-SHR E-SHR AXIAL E-A.xIAL loft t kip-"t kips kips kips F:ips 1 .00 2756.29 45.94 -45.94 7708.87 -7708.87 2 -2756.29 -209.34 -76.04 76.04 7708.63 -7708.63 3 209.34 -1310.77 -1-3. 11 13.11 6999.99 -6999.99 4 1310.77 .00 1 . 11 -13.11 6999.99 -6999.99 - RESTRAINING FORCES AT SUPPORTS ••• JT MOMENT RY RX kip-ft kips kips 1 .0 7709.00 2.11 3 .0 .00 -3.25 5 .0 .00 1. 14 End of PLANE e.,e. Fa 1_E.,it it►,.. ,r teving changes :F10!)-'_:)<it and save changes Window: ! File:out.:!s Line:4S 0L,1 : 1 INS ••+ OUTPUT FOR LOADING CONDITION 1 ••• •+« JOINT LOADS ••• JT MOMENT Py PX kip-ft kips kips 3 0 -709.00 .00 -9200.00 0 .00 FctL 1, 1w o 0to SCC ••• JOINT DEFORMATIONS ••• JT ROTATION VERT HOR17 radians inches inches 1 -22. 11587 .000 .000 2 6.99984 -191.971 8934.808 3 24.35447 -366.235 .000 4 1 .90600 -566.434-15869.350 S -20.79012 -793.442 .000 «,« MEMBER FORCES •«• <<. (F9 )-Exit without saving changes, (FIO)-Exit and save changes >:>: Window: ! pile:out.tls Lina=67 Col : l INS MOM - Negative when clockwise SHR - Positive when acting in the positivs Y-direction AXIAL - Positive when acting in the positive X-direction MEM S-MOM E-MO11 S-SHR E-SHR S-AXIAL E-AXIAL kip-ft kirt-ft Kips kips Mips kips 1 .00 2104.11 35.07 -35.07 5908.90 -5908.90 2 -2104.11 -174.67 -58.,+3 58.43 5908.71 -5908.71 3 174.67 -984.13 -9.64 9.64 5199.99 -5199.99 4 984. 13 .00 9.e4 -9.84 5199.99 -5199.99 ••• RESTRAINING FORCES AT SUPPORTS ••• jr MOMENT RY RX kip-ft kips kips 1 .0 5909.00 1 .76 3 .0 .00 -2.71 S .0 .00 .95 End of PLANE RUN REINFORCING STEEL N AREA( IN"2 ) D( IN ) 1 0.3100 3.500 FC= 3.0000 FY- 60.0000 B- 12.0000 H= 6.5000 81- 0.8500 AXIAL-N, MOMENT-K•FT A-IN COMMENT -93.808 +2.624 3.0171 .3P(0) -91.655 +2,835 2.9618 -89.485 +3.039 2.9065 -87.296 +3.239 2.8512 -85.55E +3.378 2,7959 -83.649 +3.529 2.7406 -81.397 +3.712 2.6854 -79. 123 +3,890 2.6301 -76.823 +4.063 2.5748 -74.496 +4.231 "1.5195 -72. 141 +4.395 2.4642 -69.755 +4.554 2.4089 -67.337 +4.709 2.3537 -64.884 +4.861 2.2984 -62.393 +5.009 2."1431 -59.86 +5.154 2. 1878 -57.297 +5.2196 2. 13"15 -54.666 +5.435 2.0772 -51 .993 +5.573 2.0219 -49.66 +5.709 1 ,9667 -46.478 +5.844 1 .9114 -43.66 +5.979 1 .F561 -40.70 +6.115 1.8008 -37.700 +6.252 1 .7455 -34.612 +6.390 1 .6902 -31 .4"19 +6.532 1 .6349 BALANCED CONDITION -30. 172 +6.505 1 .S939 -28.915 +6.474 1 .55"18 -27.656 +6.438 1.5117 -26.401 +6.398 1 .4706 -25.144 +6.353 1 .4295 -23.886 +6.305 1 .3884 -22.6:9 +6.253 1 .3474 -21 .37" +6. 196 1 .3063 -20. 115 +6. 134 1 .265"1 -18.858 +6.068 1.2241 -17.600 +5.998 1 . 1830 -16.3343 +5.924 1 . 1419 -15.086 +5.846 1 . 1009 -13.829 +5.763 1 .0598 -12.572 +5.675 1 .0187 -11 .315 +5.584 0.9776 -10.057 +5.488 0.9365 -8.800 +5.388 0.8954 -7.543 +5,183 0.9543 -6.286 +5. 175 0.8133 -5,029 +5.06,' 0.772-2 -3.-,7,' +4.944 0.?"711 -2.514 +4.823 0.6900 -1 .25" +4.697 0.6489 j"o o•rd `1 .5ze, .a0v7O., Rltt.0 . �rte'.' ► tet. i�oA�� ��c,T 1 o N IjLAPlE - Planar Frame and Truss AMAIIt3iS Version 1 .52 - 03:'50:87 - ::.`4.0 Copyright tC? 1986, Structural Analysis, fro. 8CCa Raton f'7, .:545' 305! 597_5E9'7 User aCj7-_-- input data . __s^ama. 0A TE: 4- -14y1 TIME: 16:41 :4•? PRi7JECT: A.S.E. CEFLEcr!QN WIN ... G=ENERAL DATA *** Members: 23 Joints : 24 Load Conditions, 1 Elastici+% • T1"_':0 �.si Structure, PLANE FRAME x R v r 00 00 0 1 1 .0-0 i -00 0 0 0 00 1-30 0 0 0 4 .00 5.a0 0 0 0 5 .00 4.00 0 0 0 6 00 5.00 0 0 0 00 6.00 0 0 0 8 .00 7.00 0 0 0 a .00 8.29 0 0 1 10 .00 9.25 0 0 0 11 .00 10.5S 0 0 0 1_7 .00 11 ._75 0 0 0 1 7 a .00 1L.LIS 0 0 0 14 .00 15.25 0 0 0 1S 00 14.25 0 0 0 16 .00 15.25 0 0 0 1 .00 16.2E 0 0 0 19 .00 17.25 0 0 0 19 .00 18.JS 0 0 0 :o 19.'5 0 0 0 L4 Li 10.0@ F.4 't3 0 00 21 ._75 0 ,Li 0 _J 7.-15 o 0 L� 24 00 •• 11EMOER DATA *•• INERTIA E LENGTf1 sa in. in4 P.si get 71 L i c -' = 1 0 64•110. 166.0 :lci. i .00 ? 0 E6. 12''. 1.00 `•-�- - 6 0 E6.00 ISE.01 .c0 6 G 7 0 66.4'0 166.0 31. 1.00 7 7 9 0 66.00 166.0 -x12 1. 00 a ~ 9 0 56.00 1GG.F'� 3122. i.25 9 9 10 0 66.00 166.0 3122. 1 .00 10 10 11 0 65.00 166.0 3122. 1.00 11 11 12 0 66.00 166.0 31'". 1 .00 121 12 13 cR 66.00 IG6.0 31�i. 1 .00 13 13 14 0 66.00 166.0 31.22. 1 .00 14 14 15 0 66.00 166.0 3122. 1.00 15 15 16 0 66.00 166.0 3122. 1 .00 16 16 17 0 66.00 166.0 3122. 1.00 17 17 19 0 66.00 166.0 3132. 1 .00 18 18 19 01 66.4.'0 166.0 31'2. 1.00 19 19 20 0 66.00 166.0 3122. 1 .0F'� 20 20 21 06G.00 166.x3 3122. . 75 0 66.00 166.0 3122. i .25 66.00 166.0 3122. 1 .00 23 23 24 0 66.00 166.0 3122. 1 .33 rrrrrrrrr:r•rrrrrrrr••rrr*rr*xrr+rxrrrr rxr OUTPUT FOR LOADING CONDITION 1 rrr •xr••rx••xrr•rr•rr*rrrrrrrrrrrx:rrrxrxr ••• MEMBER LOADS (UNIF-kif, CONC-kips ) rrr TYPE MEm LOAO 4LPHA BEGIN ENL UNIF 1 171.00 .00 .00 1.00 UNIF 172.00 .00 .00 1 .00 UNIF 3 1 7.00 .00 .00 1.00 UNIF 4 1'7.00 .00 .00 1.00 UNIF 5 172.00 .00 .00 1 .00 UNIF 6 172.00 F30 .00 1 .00 UNIF 7 172.00 .00 .00 1 .00 UNIF B 1.'7.00 .00 .00 1 .25 UNIF 9 13.10 .00 .00 1 .00 UNIF 10 13.00 .00 .00 1 .00 UNIF 11 13.00 .00 .00 1.00 UNIF i2 13.00 .00 00 1 .00 UNIF 14 1:,.00 .00 .00 1.00 UNIF iE 13.00 .00 .00 1.00 UNIF 16 13.00 .00 .00 1 .00 UNIF 17 13.00 00 .00 1 .00 UNIF 19 13.00 .00 .00 1.00 UNIF 19 13.00 .00 .0N 1 .00 UNIF 20 13.00 .00 .00 .75 UNIF Z1 15.00 .00 .00 1 .25 UNIF 15.00 .00 .00 1 .00 UNIF 15.00 .00 .00 1 .33 ••• JOINT LOADS ••• T MOMENT PY Px , ip-it Tips kips 0 .00 254.00 •C3 .00 .i, �.O40 GI`1� t9 .00 i 44.vt3 t3 .00 14'3.00 00 114.10 ' .00 78.90 ° .0 .00 44.430 *�• JOINT DEFORMATIONS Y*. JTROTATION VERT HORI_' radians inches inches 1 -i .56654 0047 .000 -1.50396 .000 19.�A0 -1 .04336 .000 3E.'363 4 -.51825 .000 44.763 S 04759 .4300 6 .64010 .000 42.974 1 .OS436 .000 3.536 9 1. 75760 .000 18.404 9 1 . 11468 .000 .000 10 .8087 .000 -11 .569 17 Eti345 ,000, -19.870 12 .35679 .000 -25.391 13 . 179'39 .000 -29.574 14 .03393 .000 -?9.6=3 15 -.08046 .000 -29.513 16 - . 16695 .000 -28.002 1 ' 32910 .000 -25.543.3 1P. -.37054 .000 -33.587 19 -.39489 .000 -19. 179 20 -.305'.F .000 -15.563 21 -.30722 .000 -12.801 30165 .4700 -9.2'6 9461 .000 -4.648 24 -.28938 .000 .000 skr MFMOER FORCES MOM - Negat: :e when ciockwise SHR - Pas'` :':' Lhen acting in the positive Y-direction AXIAL - POS_t.:-e when acting in the positive ?(-direction MEM 5-MOM E-MOM S-SHR E-SHR 5-AXIAL E-tA1AL kip-ft kip-Pt kips kips kips 1 -.00 1141 .59 1717.59 -1055.59 .00 .063 2 -1141.60 1657. 18 901 .59 -629.59 ,tat] .00 -1857.19 2181 . 7 7 410.59 -238.59 ,430 .00 4 -2181 .77 2150..:5 54.58 117.43 043 0;9 5 -2150.35 1797.94 -26.6.41 438.41 .00 00 6 -1797.94 1159.54 -553.41 724.41 .00 .00 -1159.53 3'0.33 -903.313 975.20 .00 .430 -1138.05 -1019.20 1234.20 .00 .00 9 1139.495 -9.78.98 165.62 -152.53 .00 .490 10 9'rz 9- -832.95 152.53 -139.5= 110 913 1 1 833.y3 -699.93 139.53 -126.5;, .047 .043 12 699.92 -579.99 116.53 1. 5'9.99 -466'. 76 113.53 6343 .043 14 466.36 -359. 2 113.53 -100.53 .00 .30 i 5 359. 7 1 -2ES. `' 100.54 -d7.54 .00 � 15 265.29 -194.14 _ . .E3 .30 17 1144. -115 . .. -.1,5? -h1 .57 494'! L)0 G�� 18 IL 211 -61 . 19 61 .5.7. -48.52 L0 .00 19 61. 19 -19. 1u 48.53- 35. 53 .00, 00 20 i9.16 3.2 3S.53 -ZS.7d 100 .00 21 -3.83 2'4.34 25.78 -7.03 0 00 24.-774 23.U#7 7.035 7.97 .00 .00 -c -2 ..87 .00 -7.97 37.93 c� .00 rrr RESTRAINING FORCES AT SUVORTS rr• JT MOMENT RY RX kip-ft kips kips 1 .0 .00 -1'227.59 9 0 399.8' 24 .0 .00 -27.92 End c•f PLHNE Elapsed Time: 1 min 29 ax tiA!= PLANE - Planar Frame and Truss Anafysis Version 1 .52 - 03/30:87 - C4.0 Copyright C ? 1`386, Structural Mnalysis , Inc. Boca Ratcn FL 33432 (305? 392-6507 User 487,P371, Input data filename: ABEI.TLS U.iTE 4- ?-1901 TIME: 16:43.45 PROJECT: A.B.E. DEFLECTION �k)� N Jj I _,• GENERAL OA T(j .., "ember!! : ?� Joints 24 Load Conditions: 1 Elasticity; 312-1.0 ksi Structure: PLANE FRAME •rr JOINT DATA ( feet ) rrr JT x y R H i 00 .00 0 1 1 L -'0 1 .00 0 0 0 3 00 Z.00 0 0 0 4 •0'3 3.00 0 0 0 5 .00 4.00 0 0 0 6 .00 5.01 0 0 0 7 .00 6.00 0 0 0 d .00 7.00 0 0 0 00 d.4"5 0 '3 1 10 00 9.25 0 0 0 11 00 10 `] 0 U' 0 1 1 00 11. 25 0 0 0 �'�� ff Kul 13 LC� 1�.:.5 0 0 0 14 .00 13.25 0 0 0 15 .00 14.25 0 0 0 16 .00 15.?5 0 0 0 1 . 00 16.2S 0 0 0 18 .00 17.25 0 0 0 19 .00 18.25 0 0 0 20 .00 19.25 0 0 0 21 .00 20.00 1 0 0 00 21.25 is 0 0 23 00 ?3.35 0 0 0 24 .00 X3.58 0 0 1 *** MEMBER =ATP} r►► MEM FM TO TYPE. AREA INERTIA E LENGTH aq in. in**4 ks: feet 1 1 2 0 66.00 166.0 31'_7. 1 .00 3 0 66.00 166.0 31:x. 1 .00 ... 3 4 0 6b".00 1166.0 3122. 1.Oo 4 4 5 0 66.00 166.0 3122. 1.00 5 6 0 66.00 16'6.0 31Z-. 1.00 6 6 70 66.00 168.0 3122. 1 .00 7 ' 8 0 66.00 166.0 31-2. 1 .00 6 8 9 0 66.00 166.0 31''''. 1 .-5 9 9 10 0 6E.00 1ti6.0 3122. 1 .04' 10 l0 11 0 66.00 166.0 3122. 1 .00 it 11 l2 0 66.00 1.Es.0 312-. 1 .0 12 12 13 0 66.00 166.0 312-. 1 .00 13 1.3 14 0 66.00 166.0 3122. 1 .00 14 14 15 0 66.00 166.0 3122. 1 .00 15 15 16 0 66.00 166.0 3122. 1 .40 16 16 17 0 66.00 166.0 3122. 1 .00 17 17 18 0 66.00 166'.4 31-2. 1 .00 18 18 19 0 66.00 166.0 3122. 1 .00 19 19 0 0 66.00 166.0 '1--. 1 .30 20 -0 2 1 0 66.00 166.0 3122. .75 0 66.04.E 166.E 3122. 1.?S LL -2 23 0 t6.00 166.2 3122. 1 .00 23 -3 24 0 66.00 166.44 312 1 . "3 *rrrr♦s►resrrrrrr►r►rrr►s+rrrrrr►►r►ar+ *•• OUTPur FCIR LOADING CONDITION 1 *•* r►♦►►•r►►►r+rrr►r►rr►►+►rr►►r+rrrr►r►:r rrr MEMBER LOADS IUNIF-kif, CQNC-klpa ! *** TYPE MEM LOAD ALPHA BEEIN END UNIF 1 1S9.00 .00 .00 1 .00 UNIF 2 159.00 .00 00 1 .00 UNIF 3 159.00 .00 00 1 .00 UNIF 4 159.00 .00 .00 1 .00 UNIF 5 159.00 oO .00 1 .00 UNIF 6 159.00 .00 .00 1 .08' UNIF - 159.00 .4.140 .00 1 .00 +_'NIF 9 159.00 .00 .00 UNIF 9 -15.50 .00 .440 1 .00 =w UNIF 1L� -:5.50 '`0 L0 ;'�� �.. LNIF i l -15.543 .l:�lx .04.E ? 1 . UNIF 12 -15.50 .000 114 00 UNIT 14 -15.5.0 .00 00 ; .LAO UNIF 15 -15.50 .00 L0 UNIF 16 -15.50 00 t .lath UNIF 17 -15.50 .00 00 , .00. UNIF 16 -15.50 L40 .1401 .Uj UNIF 19 -15.50 2A 1.3 .00 1 .00 UNIF 20 -15.50 L40 00 _5 UNIF 21 -17.70 .00 ,00 1 .�s UNI 211 -17.70 .00 .00 1 .013 UNIF 23 -17.70 .00 .00 1 ,�3 r:r jiOINT LOADS rrr JT MOMENT p. kip *t f'.lps kips 1 •0 •00 1189.00 •0 •00 54.00 3 •0 •00 219.00 4 .0 .043 164.00 5 .0 .00 149.00 b .0 00 11" .00 7 .0 Lill 78.80 8 0 �0 44.00 *•• JOINT DEFORMATIONS rrr JT ROTATION VERT HORII radians inches inches /� 1 -1 .78886 000 .100! IVQ -1 .62401 .000 )01.1-400 04"'0 -7.0043 7 .916 4 -.60932 .000 48.840 5 .03046 .0043 511.30 6 •634'743 .000 48.1151 7 1 . 1411168 .000 37.553 8 1 .411343 .000 112.056 9 1 .44384 .000 000 10 1 .416907 .000 -16.495 11 1 .07919 .000 -30.397 111 .97851 .000 -42. 152 13 .57134 .000 -51.455 14 .461 .000 -58.4153tr 15 . • 4V4 .0043 62.519 3 1S173 � 16 04034 .000 764.1156 17 -. 16262, .000 -83.513 19 -.35485 .000 -60.396 19 -.53•_'4'14 .000 -55.057 110 .68955 .0043 -47. 704 21 -. '9237 .0043 -41 .0213 .93008 .19043 -28.039 23 -1 -00307 .4a.1 h -16.405 -'4 -1 .24049 ih 00-0 rr• MEMBER FORCE-4- Mom OR1.F4MQM - Negatl :e ':than C1.7Cf:wi=e ~'HI'{ tl`:+� when acting in the rC?: 'i`ie Y-dlraLt :• n G ' 3� V aXIAL - ?csltive when acting in the ,.�31:1 •e .�-�irac: i�n MEM S-MOM E-MOM S-SHR E-SHR 5-AXIAL =-r. l,iL kip-Pt kip-tit kips kips kips -.ip% 1 -.1313 111Sa.09 1231.SE -1080.E8 as LL -116a.a9 19x7. 18 816.58 -667.58 .00 CA 0. -1907.18 2'76.16 448.58 -389.68. � LL 4 -1276.16 330'.33 10S.S8 53.42 _ .ax .LAa ~ 3:x3.3:, 3030.41 -303.41 -61 .41 .ax L0 3020.42 1465.51 -475.41 634.41 00 LL -1465.51 671.81 -713.20 873,20 .ax 00 -672.81 -596.67 -916.30 1114.95 .00 00 9 596.67 -SS8.78 -69.86 54.36 .00 .00 1 � 658.78 -705.39 -54.36 38.86 .00 .00 11 705.38 ?36.50 -38.86 '3.36 .00 LL 12 736.So -?53.11 -33.35 7.8S .00 .00 la 753.11 -759.95 -7.85 7.85 .00 .00 14 759.95 -760.05 -7.85 -7.6S .00 .00 1S 760.04 -744.67 7.66 -33.15 .00 .00 16 ?44.64 -713.72 13.16 -38.66 .00 .00 17 713.73 -667.34 38.65 -54. 15 18 667.34 -605.45 0a .a0 54.14 -6s.6�T ,00 ,0a 19 605.46 -5'8.08 69.63 -85.13 .00 00 30 534.x7 -4S9.87 85.12 -96.75 .00 130 2i 459.86 -325.0? 96.77 -118.90 .00 .00 33 325.06 -197.33 118.89 -136.59 .00 00 3- 1.97..32 .00 13S.S9 -160.13 .00 .LL O•• RESTRAINING FORCES AT SUPPORTS ••• JT MOMENT Ry Rh kip-f+ kips kips 1 0 LAO -11 "9.514 9 .0 .130 -1045.09 34 0 00 GO. 13 End of PLANE E1ap5dd lime: 1 min -70 sec 5HI, PLANE - Planar Frame arta Truss Analysis Version 1 .52 - a3:'30r8-' - C4,0 Copyright • C .$ 1906, Structural Analysts, Inc. 60ca Raton FL 3343: i305� 3592-6597 User $877377 Input date `iierame: AREQ. TLS 'TATE: 4- 8-!991 TIME: 16:46,46 PROJECT: "P" ON DEFLECTED SHAPE r• GENERAL LATA *•• Members: 4 Joints 5 Load Conditions: . Elasticit-', 3127.0 ksi Structur!, PLANE FRAMs: *•• JOINT DATH ( feet ) •** J r 1 .00 .00 0 1 1 05 60.00 0 0 0 3 •00 99.00 0 0 1 -.V 5 070 2H.00 o c i •** MEMBER LATA *** MEM FM TO TYPE AREA INERTIA E LtENG7Ll sq in. in**4 ksi feet 1 1 0 10.00 M.0 31-111. 50.434 0 10.00 100.0 31-1 , :9. 00 3 3 4 0 10.00 100.0 31211. 60.0 4 4 5 0 10.00 100.0 311111. 12 0. *rrrr+r+rr+++rr+r++++*rr++**rr++r++rxr* *•• OUTPUT FOR LOADING CONDITION 1 *** *++r+rrrxr++r•r•rrr•►rr++r+++*r**rxrxrx •+* JOINT LOADS *•* JT MOMENT kip-ft kips kips 5 .0 -463.00 .00 *** JOINT DEFORMATIONS **• jr ROTATION VERT riORI7 radians inches inches 1 -.24147 .000 .000 .07134 -10.7.55 98.775 3 1L. 4. .17.315 .000 4 .111861 -28.E79 -173.:,59 5 -•23907 -50.6dd 000 ** MEMBER FORGES ••• MOM - Negative when cicckwise SNR - Positive when acting in the positive T-Cirection AxIr4'- - Positive when acting in the positil-a X-direction MEM S-MOM E-MOM S-SHR E_S HR S-AXIAL E-AkIAL kip-ft kip-ft !• ips kips kips kips 1 •00 22.61 8 -.38 463.00 -463.00 6. 1 .40 -.s= 5.4 4 3 -1 .40' , ! a6 __ 6 .00 -46;.00 :4 467.00 -463,00 F: 1.k� 46--- .00 -463..A Go :rr RESTRAINING ;;;'RCES AT SUPPORTS *+• Ji MOMENT RY Ri( kip-ft kips kips 463.00 -.& 0 0 E� .0 .LSO -.00 End of PLANE Elapsed Time: 0 grin 25 sec SAI: PLANE - Planar Frame and Truss Analysis Version 1 .5Z - kt3i3@IB7 C4.0 Copyright (C ) 1986, Structural Analysis, Inc. Boca Raton FL .3343- !305 i 392-6597 User #87P377 Input data filename: A8EE. TLS DATE: 4- 8-1991 TIME 16:47:22 PROJECT: "P`: JN DEFLECTED SHAPE ••• GENERAL DATA **• Memttrers: 4 Joints : 5 Load Conditions: 1 Elasticity: 3124-1.0 ksi Structure: PLANE FRAME **• JOINT DATA ( Peet ) ••* Jr r Y R « H 1 •00 .00 0 1 1 2 •05 60.00 0 0 0 3 .00 99.00 0 0 1 4 00 0 0 0 5 00 83.00 0 0 1 •+• MEMBER DATA •*• MEM FM r0 rYPE AREA INERTIA E. LENGTH sq in. in9*4 ksi feet 1 1 ' 0 10.00 100.0 3122. 60.00 2 3 0 10.00 100.0 3122. 39.00 3 3 4 L4 10.00 100.0 3122. 4 4 4 5 0 10.00 100.0 312'. 100.00 rrrrrrrrrrrrrr*rrrrrrrrrrr►rrrr►rrrrrrr •rr OLTPL,r FOR LOADING COINOITION 1 •*• rr*rrrrr••rrrrrrrr*:rrrr+rrr♦rrrrr•r••• rrr JOINT LOADS rrr JT MOMENT P PX kip-.ft kips kips 5 .0 -463.00 .00 r• r JOINT DEFORMATIONS rr• JT ROTATION VERT HORIZ radians inches inches 1 -.31863 .000 .000 L U'8448 -10.793 132.657 3 .41946 -17.912 .000 4 .08619 -33.13.3 -363.677 5 -.49764 •• -51.128 .000 .rr MEMBER rORCES .r• MOM - Negative when clockwise SHR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction MEM 5-MOM E-.MOM S-SNR E-SHR S-AXIAL t AXIAL kip-ft kip-ft kips kips kips 1 00 29. 13 .49 -.49 463.00 -463.00 -29. 13 8.11 -.54 .54 463.00 -463.00 ?5.32 -.40 .40 463.00 -463.00 3 -8. 11 - ,,5 -.25 463.00 -463.00 4 25.32 .00 - RESTRAINING FORCES AT SUPPORTS r�r JT MOMENT RY RX Eip-ft hips kips 1 .0 463.00 -.08 3 .0 .00 . 13 5 .0 .00 -.04 End of PLANE Elapsed Time: 0 rein 29 sec TYP. WALL DL+LL/2+WLOUT WALL GEOMETRY HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL F'M UNGROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. F'n FULLY GROUTED (PSI ) 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (KSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING ( IN ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 DEPTH OF STEEL FROM COMPRESSION FACE ( IN) . . . . . . . . . . . . . . . . . . . . . 3.81 LOADING CONDITIONS WIND SUCTION (PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13. 10 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 139" VERTICAL DEAD LOAD (LESS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN) . . . . . . . . . . . . 7.31 •• ULTIMATE STRENGTH CHECK •• LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( 1 .40 + 1.7L + 1 .87E ) 5783.48 9726.05 OK .75( 1.40 + 1 .7L + 1 .70W ) 9056.02 9726.0S Oh' .90 + 1 .43E 4805. 16 9291.02 .90 + 1.30W 8048.58 9291 .02 OK •• SERVICE LOAD DEFLECTION CHECK •• LOAD CASE DESCRIPTION 111D-SPAN DEFLECTIONS ( IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EAPTHQUAKE 0.04 1 .43 OK DEAD + LIVE + WIND 0.05 1 _47OK i ►� CODE COMPLIANCE CHECKS *• CODE ''ECTION UPPER, LIMIT LOWER LIMIT VALUE SUMMARY 2411(a ) 0.40E-01 N/A 0.50E-02 OK Z411(b ) 0.32E-02 0.70E-03 0.84E-03 OK i 2409(e )1 0.60E+01 N/A 0. 11E+01 OK, TYP. WALL OL+SL+WLOUT/2 WALL GEOMETRY : HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 17.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS : UNIT DESCRIPTION 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL F'm UNGROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. F'm FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (KSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d0 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S BAR SPACING ( IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 DEPTH OF STEEL FROM COMPRESSION FACE ( IN ) . . . . . . . . . . . . . . . . . . . . . 3.81 LOADING CONDITIONS : WIND SUCTICN (PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.55 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263 VERTICAL DEAD LOAD (LBS ) . . . . . . . . . . . . . . . . • . . . . . . . . ),6 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN ) . . . . . . . . . . . . 7.31 +• ULTIMATE STRENGTH CHECK •* LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( 1.40 + 1.7L + 1 .87E ) 6728.48 10014.57 OK .75( 1.4[) + 1 .7L + 1. ,OW ) 6271.S6 10014.57 OK ,90 + 1 .43E 4805. 16 9291.02 OK gD + 1 .30W 4341 .01 9291.02 OK �I * SERVICE LOAD DEFLECTION CHECK ** LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS ( 1.J) SUMMAR'' MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.05 1.43 OK C AO + LIVE + WIND 0.04 1 .43 0K ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(x ) 0.40E-01 N/A 0.59E-02 OK 2411(b ) 0.32E-02 0.70E-03 0.84E-03 OK 2409(e )I 0.60E+01 N/A 0.11E+01 OK TYP. MALL OL+LL+WLIN WALL GEOMETRY HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 r"J. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARTIAL F'm UNGROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. F'm FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO VERTICAL REINFORCEMENT : STEEL GRADE (N.SI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S BAR SPACING ( IN ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 DEPTH OF STEEL FROM COMPRESSION FACE ( IN ) . . . . . . . . . . . . . . . . . . . . . 3.81 LOADING CONDITIONS WIND SUCTION (PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LFS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 263 VERTICAL DEAD LOAD (LBS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN) . . . . . . . . . . . . 0.00 •* ULTIMATE STRENGTH CHECK *• LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY + 1 .8 E 5005.'S 10014.S7 OK 1 .40 + 1.-L * 1 .70W) 894.98 10014.57 OH: .90 + 1 .43E 4388.85 9."91 .02 OK .9D + 1 .30W 8306.07 9291 .02 OK ** SERVICE LOAD DEFLECTION CHECK, •• LOAD CASE DESCRIPTION MIO-SPAN DEFLECTIONS ( IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.03 1 .43 OK DEAL + LIVE + WIND 0.06 1 .43 OK •• CODE COMPLIANCE CHECKS •» CODE SECTION UPPER LIMIT LOWER L.TMIT VALUE SUMMARY 2AII(a ) 0.40E-01 N/A 0.59E-02 OK 2411(b ) 0.312E-02 0.70E-03 0.84E-03 OK "'409(e )I 0.60E+01 N/A 0. 11E+01 OK �I� 13'-3" OPENING DL+LL/Z+WLOUT WALL GEOMETRY HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE PAREPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS ; UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'm • FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT STEEL GRADE (KSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING ( IN ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STEEL FROM COMPRESSION FACE ( IN ) . . . . . . . . . . . . . . . . . . . . . 5 00 LOADING CONDITIONS : WIND SUCTION ( PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! 6.S0 SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S36 VERTICAL DEAD LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1869 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN ) . . . . . . . . . . . . 7.31 •• ULTIMATE STRENGTH CHECK - LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .'75( 1 .40 + 1 .7L + 1 .87E ) :2909.41 61057.41 OK .75( 1 .4D + 1.7L + 1 .70W ) 51011.96 61057.41 OK .90 + 1 .43E 16449.77 57609.37 OK yD + 1 .30W 44010.35 57609.37 0�: •• SERVICE LOAD DEFLECTION CHECK - LOAD CASE DESCRIPTION MTD-SPAN DEFLECTIONS ( IN ) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.35 1 .43 ON, DEAD + LIVE + WIND 1 . 12 1 .43 J�: *• CODE COMPLIANCE CHECKS •* CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a ) 0.40E-01 N/A 0.23E-01 OK 2411(b > 0.32E-02 0.70E-03 0.25E-02 OK 2409(e )1 0.60E+01 N/A 0. 11E+01 OK 13'-3" OPENING DL+LL+WLOUT/2 WALL GEOMETRY : HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'm • FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT : STEEL GRADE (KS! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S BAR SPACING ( IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH 6r STEEL FROM COMPRESSION FACE ( IN) . . . . . . . . . . . . . . . . . . . . . 5.00 LOADING CONDITIONS ; WIND SUCTION (PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28.25 SEISMICZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD tLBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1132 VERTICAL DEAD LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 1869 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN) . . . . . . . . . . . . 7.31 •* ULTIMATE STRENGTH CHECK, ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( 1 .40 + 1.7L + 1 .87E) 27910. 11 63281.48 OK F .7S( 1.40 + 1.7L 1 .70W ) 38608.91 63281 .48 OK .90 + 1 .43E 16449.77 97609.37 OR h .90 + 1 .30W 26689. 19 57609.37 OR •• SERVICE LOAD DEFLECTION CHECK •* LOAD CASE DESCRIPTION MID-SPAN DEFLECTIONS IN) SUMMARY MAXIMUM ALLOWABLE f C; DEAD + LIVE + EAPTHQUAKE 0.47 1 .43 OK, DEAD + LIVE + WIND 0.77 1.43 OK +• CODE COMPLIANCE CHECKS •• CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a) 0.40E-01 N/A 0.27E-01 OK 2411(b ) 0.32E-02 0.70E-03 0.25E-02 OK 2409(e )1 0.60E+01 N/A 0. 11E+01 OK 13'-3" OPENING DL+LL +01.IN WALL GEOMETRY : HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE 7ARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'M : FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT : STEEL GRADE (VSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING ( IN) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 DEPTH OF STEEL FROM COMPRESSION FACE ( IN) . . . . . . . . . . . . . . . . . . . . . 5.00 LOADING CONDITIONS WIND SUCTION (PSF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 .60 SEISMICZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SEISMIC I FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1132 VERTICAL DEAD LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1869 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL ( IN ) . . . . . . . . . . . . 0.00 �• ULTIMATE STRENGTH CHECK +• LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMAkY .75( 1 .40 + 1 .7L + 1 .87E , 13481 .68 63281.49 OK .75( 1. .40 + 1 .7L 15546.03 63281 . 48 OK 1 .90 + 1 .43E 986.09 57609.37 CK . 90 4. ! .30W 40.148.30 57609.37 ON, r w* SERVICE LOAD DEFLECTION CHECK, ** LOAD CASE DESCRIPTION MIO-SPAN DEFLECTIONS ( IN) SUMMARY MAXIMUM ALLOWABLE DEAD + LIVE + EARTHQUAKE 0.07 1.43 OK DEAD + LIVE + WIND 0.91 1.43 OK ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a ) 0.40E-01 N/A 0.27E-01 OK 2411(b ) 0.32E-02 0.70E-03 0.25E-02 OK 2409(a )l 0.60E+01 N/A 0. 11E+01 OK s MAN OCOR OL+LL+WLIN WAL" GEOMETRY HEIGHT OF WALL TO ROOF LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00 HEIGHT OF THE PARAPET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 -00 MASONRY UNITS : UNIT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IN. LIGHTWEIGHT CMU GROUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL F'M : FULLY GROUTED (PSI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500. SPECIAL INSPECTION REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YES VERTICAL REINFORCEMENT STEEL GRADE (K.SI ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 BARSIZE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 BAR SPACING ( IN ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 OFPTH OF STEEL FROM COMPRESSION FACE ( IN ) . . . . . . . . . . . . . . . . . . . . . 3.81 LOADING CONDITIONS : WIND SUCTION (PSF ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35.70 SEISMIC ?-.Pt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ". SEISMIC i FoGTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .00 SEISMIC C FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.40 VERTICAL LIVE LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250 VERTICAL DEAD LOAD (LBS ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 870 VERTICAL LOAD ECCENTRICITY FROM FACE OF WELL ( IN ) . . . . . . . . . . . . 7.31 +• ULTTMATE STRENGTH CHECK »» LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .75( 1 .41) + 1 .7L + 1 .r37E ) 13707.54 41510.70 OK .75( 1 .40 + 1.7L + 1 .70W ) 1.9130.75 41510.70 OK .90 + 1 .43E 10961 .30 40".81 .4S OK .90 + 1 .30W 26013.8: 40".81 .45 OK *» SERVICE LOAD DEFLECTION CHECK »+ LOAD CASE DESCRIPTION MID-SPAN DEFLEC11ONS ( IN ) SUMMARY MAXIMUM ALLOWABLE DEAD + LI'C'E + EARTHQUAKE 0.07 1.4-r OK, DEAD + LI'!E , WIND 0.9". 1.43 OK �S 34 1 ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a) 0.40E-01 N/A 0.13E-01 OK 2411(b ) 0.32E-02 0.70E-03 0.25E-02 OK 2403(e)1 0.60E+01 N/A 0. 11E+01 OK i X57