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13789 SW MISTLETOE DRIVE-1 Lvr a- L4 I � LA-VA Vv( Owl r 1 -= A� rr. ry v Mt 29.0 TL 13789 sW Mistletoe Drive 1 of 1 � � - 12. 5 ST LF TG E If this notice appears Clearer than the documew, the document k of inar(3inal dltality• MAY 1 91997 I IIJ ( IIlI + IJIJI � Ifl � ll � l ' I { IIIb IIIIIIi � IIII ! I IllilJill llllJl IIIIIIIiI � IIIif JillINI lllII ( I cm .11M ;1 2 3 4 II II I II I ( I �II� I' I Illilil IIIII � I I Iilll I IIIiI I i I I I I l I I l I I l i I S a t 11 11 13 11 14 1S 1i ii 1! ZO 1 = t� 4 II111lIIIIIIII�1!I{I{III�IIIII!iIII!II!IIIII�II!IlIIIIiII!IIIIII�IIIIIIIIi�!1111111! !!lIIHI!il!Iilll!i�(1(IIJi!!�!iiiiil!I II!(i.ill�l(Illff(I�Illllflll�!II!{III { �! ff I II I I Z� 21 to 2s II!III!) (llllliiflllll,�!11!IIIi�Iilill!iiilllltJl�!IIIIIIIIi�IllIll Jll{loIlllllli!Ili!I�IIiIIIIIiI!111111(Illliililllliiil!�Iil!!II►li��s f l i �....'.; .. 1�.,• '"iA"'M1'4"` wly�iTtY1�+Q�f' h �i..;'fi'iM'!'YSni..�� y.........:_ � ........ .. ....� ..+ ry!M:.1lM.+M1NW.r4n�ry Yp�hMVMVM'MMgwl�.: tlWaX..ti'W�1'S'bN��41.�- .. ..... i. ...�. ,U I��y! t I ADDRESS: I _OIC' 8 ; ti R i is\records\microf lm\tar getstuilding.doc a, - mm;ew,ansa.ue. CITY MJF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 CEPTIFICATE OF OCCUPANCY F'E"IIT #. . . . . . . : MST96--023-i DATF. i99UE_Ds ic/1 h/96 F-'AFtCEt.a ��:t 0�11aA-h1�a��4 I TE ADDREwSS. . . I 1 :3789 SW M I STL_F_TOEi DR '3USD I V I S I ON. . . . o H I LLSH I REi SUMMIT WP ZON I NO I R-7 FAD OL.00R. . . . . . . . . . I LOT. . . . . .. . . . . . . . ..34 CLASS OF" WORK. I NE:W TYF''F OF UgE. . . I SF TYPE OF C'ONUTR 15N OCCUPANCY GRP. :R3 OCCUPANCY LOAD,,L Remarks I PAT14 I Owners _. . �..___._,.__.._..._........._...._._._._ _..._.._.., _._.._' _..._...._. . 1.:141 CHOA CHEN Phone Ito 590-3810 ':'ont ract or I HORIZON STRUCTURES 12A SF 139TH AVE I'UFuT'LoND ori ?,7P-.33 F'hanl+ #t 503-257 1413 c� #. . x 049608 lhix Cer-tificate yr•antn oc.ctipancy of the above r'efer-enced building or, portion F.hereof anti conf it,m s that the building has been ins.pocted for compliance with the State of or-argon Specialty Codes fore the group,',.,7C1vpanty, and use under, which the referenced permit was issued. MJILD1NGi 1N >fzC:TOP BIJII...DING OF'FIC—L POST IN CONSPICUOUS PLACE ' 1�q�fi� fig•. {r •,1lt�gii�, r Kw3 q*I I :r 1� 4 , 6 F '� f i E rril4" ..alwr/1R�N tlM:Jx„w.n,n+w«....«M.,...._._� ....._,»...•....+w»rti..x,.,.,.... ...�a,. ra�K�, f 11 ,p � 1 3rtg1 I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639.4175 Business Phone: 639-4171 to Footing Rain Drain Cover/Service FINAL: _ Foundation Water Line Ceiling Plumb _ Post/Beam Mech. Shear/Sheath Framing ech. s' Plbg.Und/Flr/Slab Plbg,Too Out Insulation - lect,> r' Post/Beam Struct. Mech. Rough-in Gyp. Bd. c"81 San. Sewer Gas Line Appr/Sdwlk ei S. Other: " Date: �� r A.M. —P.M. Ent +r Address: Tenant: Ste: MST: �^ O 1 BOP: Con/Own: -7!2e 7 1. MEC: n " PLM: . ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: Date: PROVED _DISAPPROVED/CALL FOR REINSP. CF CO - t 1 ; 1 Y � -l�.�� r ,+ .h� 'ids Rg - ry i!• ,�,5 _ v' r r CITY OF TIGARD BUILDING INSPEC-ION NOTICE Inspection Line: 639-4175 Business Phone: 639.4171 Footing Rain Drain Cover/Servic3 FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach, Shear/Sheath Framing Insulation -Mach Plbg.Und/Flr/Slab Pibg. Top Out I ,rte r <-Elect � Post/Beam Struct. Mach. Rough-In G San. Sewer Gas Line Appr/Sdwlk Reins. Other: f_�_ ata: "'— A.M. D —_.—P.M. ---- Entry: Address: h ;f a� Tenant: -- _ Ste: MST: ` h Con/Own: BLIP:MEC: �` _ PLM: THE F LLOWING C014RECTIONS ARE ED: ELR:REQUIR EL L Inspector.?=Y-L�_ �- _--� Date: `APPROVED DISAPPROVED/CAL FOR REINV- CF CO I i w P f � , n ''�.�W f 1 I�x�4 a 1 N`Nvlw ",4 y y°Nti,� 4 ` ii Et d fvh � c � • i �� 'ilr�xt r ti ��f",r�, �, ryl,�] yni J b 9 ' ;� 1 8 f IIIIIIIII�� 4 y�;Y1LLt '," '�'_-:.r..... �.. ..• -._...-...�..... .. .. -mea ...._._. ..,... !' 1 �1. CITY OF TIGARD BUILDING INSPEC NOTA Inspection Line: 639-4175 Business Phone:639-4171 r Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. i Post/Beam Mech, Shear/Sheath Framing -Mec �. i Plbg.Und/Flr/Slab Plbg.Top Out Insulation -lect. Post/Beam Struct, Mech. Rough-in Gyp. Bd. Idg, San, Sewer Gas Line �- rp(`/Sdwlk` Reins. Other: _ 1` .2�� _ Date: It tb" P.M. _____ ntrV: Address:Tenant: Ste: ._ MST: O .Z 7 Con/Own: .. _ �t C . �� MEC I .�� MEC: PLM: _– ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: 007 - - vjo, --- od Inspector: p �- _. _ Date: —APPROVED LCDISAPPROVED/CALL FOR REINSP, CF CO � is y: is ,ul#'3A'!4'�rn,7t' •» �a,u 11. , �-;, � .. yr '1:. � s:;;• � n m ?4,�p�+,_. til t• � �v�° .��,,;` , � y-' } 1 t � F l j,', 1 5 1 CITY OF TIGARD BUILDING INSPECTION NOTICE—� Inspection Line: 639.4175 Business Phone: 639-4171 Y Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling lum Post/Beam Mach. Shear/Sheath Framing Mach. t ; Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. Bldg. Reins. San. Sewer Gas Line Appr/Sdwlk • I F��pfy,(�tTyf�kkpf� Other: Date: < < �Z L �i AIM. __P.M. Entry Address: Tenant Ste: MST: _(_ _—.-T-� r MEC. Con/OWn ✓Y�L1_—.� 11 r i PLM: I THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: 'r i ytsh��, ti 1,,k�'•ai�I� tf "tlr�r ✓JftbA^A�rfo"r xl" Ny F JM 9) i In actor: Date. APPROVED --DISAPPROVED/CALL FOR REINSP. CF CO 11 I, 1 1 1 "r ' �,; 2,� r t• �tiSsl,,�Fl 141i ,r 1 ri' J�+'�, IV'itl,�'d t};•%et�i�,�{��'I i� �'!' � , , Y'f �"t+vp'IL,W -Y"V �� 4j,- Jj. TIT 1 k ry •(��nx 1 x, J CITY OF TIGARD BUILDING INSPECTION NOTICE Yd inspection Line: 639.4175 Business Phone: 639-4171 e / Footing Rain Drain Cover/SerAce FINAL: Foundation Water Line Ceiling Plumb. `al,t tr ,3 h l fw Post/Beam Mach, Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. -i'op Out InSL ration -Elect. xY °�' fitldd ''`� Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San, Sewer Gas Line r/Sdwlk') Reins. I Other: �k,Ys qNN��,d� rrM�,uk a iii Date: l _ A.M.—P.M. Entry: Address: 13 `7 Tenant: --- 7 a „ _Ste:__._.._ MST. �. 0 3 Con/Own:_. -- MEC: I PLM' ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR f ,Y j Inspector: _-_ _ -- --- — -------- ------- Date: - RAOVED DISAPPROVED/CALL FOR REINSP. CF CO l I, , �;:;.�' yt �I.r 7`l� r�'a�'�,�i r�{St�',� , i v o w• i � ih ti"t�.�x in��r�' ��'�,, vrai}„�,�, Y. ,�S 1. t 4 y�q v r �ag��'�j�� CITY OF TIGARD BUILDING INSPECTION NOTICE c`lit' 1"', i 4 y�r Inspection Line: 639-4175 Business Phone: 639-4171 Footing Hain Drain Cover/Service FINAL: Foundation t ` rFTk Nater Line Ceiling -Plumb, Post/Beam Mach. Shear/Sheath Framing -Mach. lip" s in PIby.Und/Flr/Slab Plbg, Top Out Insulation -Elec. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg {G San. Sewer Gas Line Appr/Sdwlk Reins. � Other: t ° err ,41k Data: P.M. _ ntry: _ t t d N A Address: Tenant: — StF1: .' MST; d 2- 3 -----77 n BLIP: Con/Own: L �l� MEC: PLM: r ; THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR A!1 e4 1 J irC y�1a{ CP y��f r Inspector: Date:,/1�"��— __APPROVED _.DISAPPROVED/CALL FOR REINSP. CF CO r�{h 777E ' w i ---- t Y r ' N h y M 4� tMIMI 1 �tF4�4 Alt J.gtii y,y e cil V y} Ali t; fir y ti �4r flab w° {ti CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Une: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling . umb. Post/Beam Mech. Shear/,heath Framing -Mach. PIbg.Und/Flr/Slab Plbg.Top Cut Insulation Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewerpp Ref s. Gas Line A r/Sdwlk Other: Date: _ A.M. -- P.M. Ent e ry Address: ' Tenant: _ p Ste:_-._-- MST: Con/Own:_� s.-U BLIP: MEC: PLM: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Date'HPPROVED _DISAPPROVED/CALL FOR REINSP. CF CO f .. rCk"+�• '.R•.qM r .. - .. .%•:' YFA�� 'ilh1. v;,KA 1ea81' y.. ;p,.• pM .%•;N•• p, +.yycY:��r.'•�� Ik. � 5f�V 1,4�{{I6i5 yl�l n� 111 7 °r+¢ / I , r ,tr 4�p}j�'��`n 1.Y .• ' ��' s t�-.�4; a1 i�. is , y� M ^ r� 1z.• r i a � A>L'yp } �lwl� M1 IMS 41 A CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-411!) Business Phone: 639-4171 4„ Footing Rain Drain Cover/Service FINAL: r`'1 Foundation Water Line Ceiling -Plumb. PosVBeam Mach, Shear/Sheath Framing -Mach. r4 +" Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. n Post/Beam Struct. Mach. Rough-in Gyp. Bd, -Bldg. San. Sewer Gas Line Appr/Sdw elns C� � � 'x1 Other: Date: — A.M. _PM En I Address: C11 ON; 41g Tenant:-- _ Ste: MST G>•� ,, r:,� 1�: BLIP: 4�r Con/Own: MEC: PLM: _ r��fp, ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: i Inspector. Date: �� F — — _— APPROVED _DISAPPRO ED/CALL FOR REINSP, CF CO l I 4 I _ U YygM �ljfll ulAY�1,. M�z i rr. ur CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling -Plumb. Fost/Beam Mach. Shear/Sheath Framing -Mach. 'r Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect, Post/Beam Struct. Mach Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Lino K"17ppr/Sdwl, Reins. Other: Date: u " _� Entry:_ Address: _ GtrM,4iy` _ -4- I - _ Tenant: .��3 e:_ MST:5l6 U Z 3 7 Con/Own: BUP: ' MEC: "7�fU -557 PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: c r'1 race _PM M. r 4 — rCA 1 I , P 3 L 4�o-iA blj ? n Inspector: Date:// l < _APPROVED ISAPPROVED/CALL FOR REINSP. CF CO 17 ., M � i I - __........... w_...n�..v..P•M�IM•Rr�tllM%rtuurrr.�..uwrn... - ',1, i. ' . •.^wy�lre�l.SulH.gpYINI it - t � { +l�i: P 4C.,"T" .! e 1WW 1. V 3:k �.H7 dry,., d' :$"Al r d�rot I AP41r f yM- +I a4^ y r Ik dty " i�tt*' It y d C 4*6 e { ' I r ri v v ta�ru.iM CITY OF TIGARD BUILDING INSPECTION NOTICE t�q I� r ^ Inspecti,,n Line: 639-4175 Business Phone: 639-4171 7 4 ' r.1S Footing Rain Drain Cover/Service FINAL " Foundation Water Line Ceiling -Plumb. L� I Post/Beam Mech, Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. t c Post/Beam Struct. Mech Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. I �t Other: Date: A.M. P.M. __ Entry: ! K + i Address: � �`� � A i' Tenant: Ste: _ MST: Con/Own: 'jy MEC: FLM: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ,w r t7s � t i 1 tk en�1 lrhq vr;�ii"�)fy Inspector: _ Date: _APPROVED —DISAPPROVED/GALL FOP? REINSP, CF CO I 1 r I i tlhry I Y c I ! t yt t l't a p t �s�lyl'. iyl q+G1 iR} to - u Y 'k �. '+ �4.`b�Yri 1'" 1�d d�piei�� 4."• vX?I 7(r q .,�! 1 4 IW Ip' n,IP, Mr, I r, y � 1 1i 4 1I�, a it 11 NJi J �3�-, 1 Ir+ W} �X l h S r I e y � r�a •e.. rF��ir�F�'��r�i�'� YIP . 7 1 W; CITY OF TIGARD BUILDING INSPECTION NOTICE axaF ' Inspection Line: 639-4175 Business Phone: 639-4171 {x �Footing Rain DrainCover/Service FINAL: yi,��waa` ' Foundation Water Line Ceiling -Plumb. crr�+ ., Post/Beam Mach. heath Framing -Mach. �'� .�{. Plb Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in CG Y—P, B -Bldg. 4 , I San. Sewer Gas Line Appr/Sdwlk Reins. who: Other: Date: A.M. P.M. Entry: Address: " Tenant: Ste: MST: ,pY q 3 7 Con/Own:1yh 2 / O'JS7� �- MEC: � PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ��vi4J >a fir{ Inspector: -.._ Date: Ott €f —APPROVED DISAPPROVED/CALL FOR REINSP. CF CO i {�r li gfir. +4 P {{1 ` r4 �1..�I � I 1�•, ,1 1 � ly �t��+r�lt�r�t�r � � �. w I INSPECTION NOTICE fi5t�;s CITY OF TIGARD BUILDING NS Inspection Line: 639-4175 Business Phone: 639-4171 U • � � 4h t+yhyll} ^II �+} II �� t Footing Rain Drain Cover/Service FINAL 1 . l I I Foundation Water Line Ceiling Plumb.%� i r Post/Beam Mech. Shear/Sheath Framing �J,'1 Mach. pt Plbg.Und/Flr/Slab Plbg,Top Out Insulation s Elect. � ��l r i+ 1 • I r Post/Beam Struct. Mech. Rough-in yp. B -Bldg. I 4 San. Sewer Gas Line Appr/Sdwik Reins, Other: i 1 r Date: _ A.M. _____P.M. E�nt�ry: Address: �2 9 5 Tenant: G Ste:_�._ MST: 37 1 Con/Own: MEC� � PLM: � l: ELC: T FOL�OWI G COPRECTIONS ARE REOUI ED: ELR: i vti� - 7 1z • LA VV\6--of S •t✓�-�.-� Vii'- �►tit�i-L - t�ra�e,_W. _vb___-__ �,� •�.�--t�- Inspector: _ Dater--r/ APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO I j t Y nnYY 1 7}�: r . L �r ti, wit�1; CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line, 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line �" Ceiling -Plumb. '? j Post/Beam Mach. hea ahfb th Framing -Meeh. PIbg.Und/Flr/Slab Plbg,Top Out Ins^ulatlo / Elect. 1 Post/Beam Struct. ch. Rougb�a� Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Ref s� I I Other: k44L.,'L CA) & 't Date: Z 3 - -�_ A.M. �P.M. Ent Address: Tenant: _ Ste: MST: _t'. 'U BLIP: I Con/Own: SS /MEC;: f l cJ�M PLM: _ ELC: E FOLLOWING CORRECTIONS ARE REQUIRED: ELR: .— spector: Date: ti APPROVED 'DISAPPROVED/CALL FOR REINSP. CF CO K . 4 ,W4 a .�,. f 1` Dlil CIS 1 �ip l s `l. I+ f J One and Two Family Dwelling Coale k Table No. R-402.3"Continued) w: SIMMO OF FASTENERS DESCRIPTION OF lfownwoo" OEWANi'TION OF WILDING MAMMALS FASTENERS 2 a Ed@" SUPPWW Plywood and pw*ft1koard"root and wall Nna/hlrlg to from 6d 6" 12-- � Staple 16 ga. Rd smooth or 6" 12" 6d deformed w 213"-1_ 8d 6" 12" 1'/a"-1'/�" 10d smooth or Rd deformed 6" 2" Olhor wall atwehing2 'le fiberboard sheathings 1 U2"galvarimd roofing nail i" 6" rkl common nail , Staple 16 ga., I I/a"long t5131"fiberboard sheathings 1 ti4"galvanised roofing nail 3" 6" Rd common nail 1 Staple 16 ga., I tl2"long �r �" , X 'h"gypsum sheathing 11 1 u2"galvanised roofing nail Y 4" 8" --�Pm common nail { Staple 16 gat. 1112"long Particleboard roof and wall 6d common nail 6" 12" sheathing P 513'3/4' 8d common nail 6" 12" Staple 16 ga , 1112"long Pfywaod and Par�rd,combination wbWwr-undedayment to framing 3/4*and less (d deformed 6" 12" t. 2/8"4. 8d dekirnxd 6" 12' Ua"•I tie" I0d smooth or 6"_ 6" t"; r A 8d deformed 'All nails are smooth-common,box or deformed shanks except where otherwise slated. 2Nail is a general dcacription and may b_ T head,modifier round head or round head. `"' 2Stapks are No. 16 gauge wire and have a minimum'/ts-inch O.D. crown width, aNaib shall be spaced at not more than 6 inches o.c. at all suprrrts where spans are 48 inches or greater. u Me number of fasteners required for connectinus not included in this table shall be based on values set forth in Table No. R-402.3s(1). Wour-foot by 840011 or 4400t by 9-toot panels shall be applied vertically. 20ypsum sheathing shall conform to ASTM C79 listed in Section S-26.402.Fiberboard sheathing shall conform to ANA 194.1,ASTM D2277,and ASTM C208 listed in Section S-26.402.Other sheathing materials shall be approved by the building official. I 48 j,* t R' t i 4 t n L� ce C .n y ypa. t .:meq. . ��.�.. do .a' uet ' i'+gftur�.-,. yy ry ..�k=: w'. r1v. ,s.•_a. NW'1�' y w • rf , r i r t fte ° .��r"8Y'��.i�k��'�A+.a�ri.'��,�,�51�Ni�y��i 7 ',p 4h�rr�✓�fw1r'r.. ��a F ... �.... . .......-.:,,......,...w+w.....+......r......«... ..._... .......-...wvwi '�.}'�,L fy xt r 6k '�,y f y } I j CITY OF TIGARD BUILDINGS INSPECTION NOTICE ) a Inspection Line:639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: f Foundation Water Line Ceiling -Plumb. I Post/Beam Mach. IsYSheth ramin /' -Mech. % '{ Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. "r Post/Beam Struct. h n Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. I Other: �j - - -C --- A.M. P.M.—._ Ent Date: i5 k, k s: Addres __ Tenant:__ MST: r BUP: Con/Own- --- -- -- MEC: -, PLM: _ f ELC: _ YjfE FOLLOWING CORRECTIONS JR1 RF(-IJIHE ELR: a� ty!: w Inspector _ __ Date: __ q a rt APPROVED DISAPPROVED/CALL FOR REINSP. CF CO a"=a ,r. r CITY OF TIGARD BUILDING INSPECTION NOTICE �� C Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cove r/Service9//& FINAL Foundation .,Wal&LLin Ceiling -Plumb. st/Beam Shear heathMech. s PIbg.Und/Flr/Slab Ibg.Top OutV/G Insulation -Elect. ost/"�—Beam Str ,Mech. Rough-ink Gyp. Bd. -Bldg. San. Sewer Gas Line y Appr/Sdwlk Bins i Other: — Date: � L] 77 -- A.M._P.M.,�- Entry:-----��, -- Address: i,L t Tenant Ste: MST: 7-(C- Con/Own: (C- --7L c- _ Con/Own: / 1 G _5 rF 1 ---7BUP:MEC: PLM: ELC: THE FOLLOWI G CORRECTIONS ARE EOt11RED ELR: _n, — P SKS S j Inspector: .-.__-. iG.L �� - _- Date / l / T - I _APPROVED DISAPPROVED/CALL FOR REINSP. CF CO 1 1{J 14e ' ' 4pz ` 9 yYrfr lit. ,s 6si r ky t� . t ~ CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Calling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation Elect. Post/Beam Struct, Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: _ _ --- A.M. P.M._— Entry: Address: oe _ Tenant: Ste' MS '� O Con/Own: BLIP: — _ _ MEC: i PLM: . TI-I FOLLOWINGCOR EC I S ARE REGI IRED: ELR: - - 9 ' 5. CO (�1 I Inspector: _ Date: _APPROVED DISAPPROVED/CALL FOR REINSP. CF CO 1 M1 � yygg �Cw 'A tj CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line:639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service NICe FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing •Mach , Plbg,Und/Fir/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewerfv� ti ��ti'atl tl Gas Line APPr/Sdwlk Reins. Other: Date: A.M. ,P.M. Entry: Address: Tenant: ---.--- S _—_ MST: BLIP: Con/Own'—_—� MEC: PLM: ''THE^^FOLLOWING CORRECTION ARE REQUIRED: ELR: Y vV�� —�,( S _ b 71 �A SS li i , ! � ,r r. Inspector, Date: __ f _APPROVED ✓�.DISAPPROVED/CALL FOR REINSP, CF CO • - r :i , a yru�lx t - i' x '�, Y: �4;b'ry ••r �ir'1 �{.•:IQ '+rY,� r >1.Y`.,.Yly`• t ..:. h ....q.1�t °' Mp`it '��ENI'f'!'p7!n:^'ryNlry�w. �t.*rr .p� ,F ..��ryapy�.. ' pI Xv ti � h�+. h ,tt 1 1 1 r 1. tai 1 �Yra MY v .q i ' CITY OF TIGARD BUILDING INSPECTION NOTICEk"' w Inspection Line: 639.4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Calling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. t�h,, Post/Beam Struct. Mech. Rough-in Gyp, Bd. -Bldg lit, ' San. Sewer Gas Line Appr/Sdwlk Reins, Other: Date: � _ .. — A.M. —P.M. Entry: 4 I — — I Address: 1 yr 4u f r'rt,fn� i Tenant: Ste:— _ MST:%�_- �� Con/Own: BLIP.MEC — PLM: ELC: THE FOLLOWING C ORRECTIONS ARE REQUIRED: ELR: w"j 'i t t^tit JN _ •� �!4 1 4E � �i Jtl 1 Y S �r X f�Yh�T� '�rF•-. �f N T� t ��i sr��r• Ry mr�try�.�iaW':��,� � 5 �� r t'i r yK4 Inspector. 11 Date: � � ' ? �l. APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO f r 111L ' + ;Yt, �t��:. �Y,�,t ��, t y' '' � yn T Yi.6 r �f� i'.r s�� 5 4 i r'j` �,•., F, ':t�`��'� �� ` "fit, �' a � �j}�r •r�♦ti J�{': !°�,�A '1A �4 .�'t1+� f rri,�' ii a t�ilP'a' .i.J. .' _ I" 'i(k r� ,.. V r,��y4p 11 1 �r-.1,( 4 r �M• t�9 :lse�'vj`(�}' • l�1� s>e(r....1 y�'Y it, � �'E,r �.r. `r16:11 1L`A+?fA I i�"`r�yy'�� d�tl�q�� t��"��, � ,i• t +rr. tilt - 1Y f 4+1 i '.,' '�M..1'QM�4�'tY!IIIIMA1h.MroYr+rMw.... 1 } I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service ? FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Mach. Plbg.Und/Fir/Slab ' I�§ulation I elect Post/Beam Struct. ,Meeh.Hgh-hi Gyp. Bd. t /00-Bldg. i San. Sewer Gas Line b1 Appr/Sdwlk Reins. Other: sft c Date " ' A.M. P.M. Entry,_ Address: 17 `� 9_TY 1.(J 7¢ jr x, <71 C? Tenant: Ste: MST: ,, BLIP: _ Con/Own: MEG: PLM: ELC: _ TIJE FOLI,OW G CORR CTIUNS ARE R10 U I R E D: ELR: Gy-,, Qj� -A A- AL Inspector. -- _ _ Dater or __APPROVED JJ%QSAPPROVED/CALL FOR REINSP. CF CO d CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 �► Footing Rain Drain Cover/Service FINAL Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Fad. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. _P.M. Entry: Address: 'CJ Tenant -__-- __-- Ste: MST: . 45 BUP: Con/Own -- — MEC: PLM: ELC: T E FOLLOWING CORRECTIONS ARE REQUIRED: LR: ._ _ LA le Ct P Inspector: - - --- _�� ` Date: APPROVED _�QSAPPROVE D/CALL FOR REINSP. CF CO Yw 6�v Out+ 5a xY jpt�Y7 tr„h�'• 4 �,x'. I t t r � tS � �, �'� f � t +I5 t t �! S `+�id74V�ri'1t l lfid s t { 1 r�TNT I f {?'.' 1 t Y CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation • 1 Water Line Ceiling -Plumb. POst/Beam Mach. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. P.M. Ent Address: Tenant Ste:_ __ MST: _ Con/Own: MEC --- ---- — MEC: PLMELC- : - E FOLLOVJING CORRECTION RE RE UIRED: ELR: i Inspector: ---- -- _ te:DaA _APPROVEDDISAPPROVED/CALL FOR REINSP. { L� CF CO H r uti v 4a „f ynfF T �;��( �• t�, 'r �. �<at gt J I ciJr � rJG +', dTa ` a R �Y, tib. 4L Y ,du 7 r N at Y'R✓ V ar L7.� tE i ! x 7 a .�h�+ ''( .. L G♦rp ,cFiN y. 1 Qu:l iy tr�1T r4�X�r rt}�� np,, a •>t� ��c�r a y':�dd�d xr�p , �y l�p�-✓r,�t r ' t NJ q I tl� i� k ,�h4 { ql J f1l 1 � � ✓'W^r!it ,r 7 i �'- r T�h i� I •f n ,,i�� .'��'I' di�'9N�tyw , �Z ' rtir N lJ..r x,✓U,J�' kl Y ,r W��.l° 4v ,� rp'Int' �'LLy�IN �p",trp��fi' rl•�+s `T+1 �t�'yY fi•f g, +� �I r'N+! 1 k` r N �'�, , 11 i d f � t �� `�e��i''��L�Ctr '4k1. r�!"S 1 ! t rql ti ; �L r ,�,�1 l,�i �,i✓ r k�, ) _ r 'tp �a1t l,�4 7 Vtti�' s7 h 1 r Y i r pFPi i. ,i �v4�,✓� rw �r r7�'b� �S$h �a r'; j' `` J'�T t P �R, � s t� r� �lv 'n�r 5 ,b., ',,�� 1 ,'♦ t rt":��'>W� t SrF,� t �S p Nql i� 4 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone:639-4171 lr��Mn +aa 'jV'Lrroa`.4 F• y Footing Rain Drain Cover/Service FINAL: rig pw Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. ' /, Plbg.Und/Flr/Slab g.Top Insulation -Elect. Post/Beam Struct, Mech. Rough-in Gyp. Bd, -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins, � +� Other: ., r, Date: -9-1Z i _ A.M. _P.M. Entry: Y , Address: .L,?:79 .__��..c.Gr•��,c.2-st (r� : �.��r,�'� art rt bG ,. Tenant: Ste: _9e-O ?3 BLIP: Con/Own: _ MEC PLM: THE FOLLOWING CORRECTIONS ARE REQUIRED- ELR: ! '3 k � +�t r w TfJ�11. 14YA 71�T t Inspect D. C� raI � N� ()(APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO y i 4..,':y�`�a�' ��p� r nrl4 i �"t jk�r��f r •� '1 "F � � ;r, '�y p,ST��it�t �` ,��, �p'.d ,..i � a; �p��,`f��"VSlt��k r �W L ;k r �rS,>�. icy} �,�... t�.t c r, � �al�y �'� .p�..G{� :.. �,k r �ifs.��• Y � Pf YI1� '�✓A I t Y� v f �� H J ;: � � r � 1�1i Etr 'fikt'�F't °p41C J�'Y tY l i z ✓ 1 � �1r j n` �y� r�6� •i� �'I�.�� t r 4qi � � Sutr,3 �y;: v � T9K t V N.� f Y T� .. li��s3r�v,M� ,�,�1'^ @�t� � r - . r •.•t 4 r f.i:S N 1 ,. a1 '.dp�''-S' p` J. t,L E,r+'•/�8( 9p"� .3"E XrX11 i Y �L 3 i •d 1 Y ,�,. ti.��r 1.Y. „ N y'IYt" t 'r r'rA J 1 t• � �f�'it :. '. r ><e�j'l 44 �, a ''q"�/A A i� p ry� � ! i. ,Y,: r J Nor ✓ 1 •I, Y , i x iri �kh+�rg 1 > W�A 1 n.; Nom` � �. C, iwyn• � k ,�.. rr:. � r'`'c�,�Pg9,� ��x t>N y,N + �r�6)tb ✓,ir!V �Gk7p '� +'�!'1'•1�°i"o'k - - 1 CITY OF TIGARD f 13125 S.W. HALL BLVD. TIGARD, OR 97223 J. 1 1 i� IMPORTANT PERMIT NOTICE HILL ELECTRIC INC 14819 SW BELL RD SHERWOOD OR 97140 !r Electrical Signature Form Permit ## . . . . . MST96-0237 Date Issued. : 08/29/96 � Parcel . . . . . . : 2S109BA-HS234 �3 7�`> ,SL,) 41/5/An—41 F Site Address : 13793 SW MISTLETOE DA Subdivision. : HILLSFTRE SUMMIT #2 131.ock. . . . . . . . Lot : 34 Zoning. . . . . . . R-7 PD Remarks : PATH I Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual from your compeny sign below and return this Electrical Signature Form prior to the start of work. No electrical inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM } OWNER: ELECTRICAL CONTRACTOR: CHI CHOA CHEN HILL ELECTRIC INC 14819 SW BELL RD SHERWOOD OR 97140 Phone It : 590-3810 Phone # : Reg It — : 056501 X �YL na re of 5u ervisT�fciar� 9 p 9 Please return this completed form to the address above. ATTN: Building Dept, If you have any questions, please call 639-4171 , ext. #310 y' J fK� "h1'� C?tl��y°� r ti kl � v '�'Y,I Y �{t1SS� w ° f�J•s l�'"'�,i 1' � �'q p�l ¢jY,yy Biu t N I w e r. • a ki F"`7 .-a ? , 4 ,q �j§ � 319to M1f ��.� t ,�� J'�� 1� laA ��M tv " r„ ekeait jrt IAN fztit ,°h"x`'4111 4 , 1 � -. w.twenlwauMM""vu'ewa,..w.e,r.,✓.-....o...�.-..-..,.n.,trio.,.,.....,.wMMrvnsn+.•w<.Y.nr«w�^M�++».,a>liMlerrwwwriw Noy*W i}1, r � r CITY OF TIGARD BUILDING INSPECTION NOTICE ' Inspection Line: 639-4175 Business Phone: 639-4171 I Footing Hain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. eIbg,Und/Flr/Slab -> Pibg.Top Out Insulation -Elect. i ! Post/Beam Struct. Mech. Rough-in Gyp: Bd. -Bldg. San. Sewer Gas Line Appr/Sdwik Reins. Other: P.M.Date: (�,�� j `i 4' A.M. —P.M En/try: r# Address: Tenant: .7 311�acJ .__ Ste: MST: 96 0 z Con/Own: — BUP: MEC: PLM: ELC: .._.... _--- THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: P R� , fl K +' 141 M��Gi 1 i �P t� r., p -- ------ ---------------------- Date: a+ ' Ins ector: rAPPROVED --_-DISAPPROVED/CALL FOR REINSP. CF COh'' M r '� y "4 ti. ��,, � i�r' I" � '*�N•k ''��'��r��'',!''�'��+� yw cin^' r. :ii, �:�µ,,�,del �. r { J 1 If t r li r t 4 v n a'��il✓acti't' a ♦fit 1 4� 1) - 4 h��': 1 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Ibg.Und/Flr/ Plbg.Top Out Insulation -Elect. Post/Beam Struct, Mach. Rough-in Gyp. Bd. -Bldg. is i San. Sewer Gas Line Appr/Sdwlk Reins. Other: 1LY12�r3� Date: ._ _ A.M. P.M. Entry: Address: -�� . � ) _ r-��T � I � �I Tenant: 3 7c47 1Llcc�� ate:____ Con/Own: BLIP: _ MEC: -- PLM: ELC: -THE FOLLOWING COQ ' REQUIRED: ELR: t Inspector ----- --�.. — -_ — --- - Date.. PPROVED DISAPPROVED/CALL FOR REINSP. CF CO r� Iti t , ,r ii r 1 y Al CITY OF TIGARD BUILDING INSPECTION NOTICE I s Inspection Line: 639-4175 Business Phone: 639-4171 j Footingaln Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. l Post/Beam Mach. Shear/Sheath Framing Mech. Y 1 j Plbg.Und/Flr/Slab Plbg.Top Out Insulation Elect. Post/Beam Struc+ Mach. Rough in Gyp. Bd. Bldg. an. Sewe Gas Line Appr/Sdwlk Reins. Other: _ Dater A,M _P.M.�_ Entry:_ — Address: -_, 1 Tenant: ___._.�_ Ste: __.. MST: ¢_'V ---- MS ______. Con/Own:_ _ MEC _ PLM: w / THE FOLLOWING CORRECTIONS ARE REOUIREG ELR: roy ate A n icy '.iFJ• —_— — _ Inspector: .% Date: i � a APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO i r 4tl �C+ 1�1 r'y•Y�� S !� �� 1; S.�. Nil 41.. �tF011l� Yy `��♦ * }' Ir p 1,' INC,! � yi ttl 1 r a t� h. CITY OF TIGARD BUILDING INSPECTION NOTICE r w Inspection Line: 639-4175 Business Phone: 639-4171 YFootinga n Dr Cover/Service FINAL: t' Foundation V—F44e� Ceiling -Plumb. r' r Post/Beam Mach. Shear/Sheath Framing -Mach, Plbg.Und/Fir/Slab Plbg.Top Out Insulation Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Se-., Gas Line Appr/Sdwlk Reins. , Other: F Date: Entry:— Address: _ 7" /l�L►� C. , _�t �.,�� Tenant: —----- ---— _— Ste: MST: _ Con/Own: BUP:_ MEC: PLM: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: i i �41_=Ozt< G 4 Insp tor: ,0077r` Dat . M PROVED DISAPPROVEWCALL FOR REINSP. CF CO t 9 N al 1- M F+ A gg yy'. JnIR r .i u b{ ty�k'utl u. ply Pr u ' tt G5 Y, Y�'M I q yw,e,� Ilu+t + (. t k p'S`+�•� '� ' (r 41 :ee � n , ?IfN )1Znc. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: 4�• .I Foundation gater Line Ceiling -Plumb: I Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach: Rough in Gyp. Bd. Bldg. .17` San. Sewer Gas Line Appr/Sdwlk Reins. Other: n ! Date: -- _ A.M. P.M. Z—.f try: Address: .4 j Tenant:._ Ste:._ -, MST: —Oo BLIP: _ j Con/Own: ��1--OCQ�+ MEC: PLM: ELC: THE FOLLAeeT`19NSAf3E REQUIRED: ELR• 10, ot< 00 a ,< -- - I, is I i Inspector: J/ p / � .�-v-- Date:�� --- ___APPROVED ✓ DISAPPROVED/CALL FOR REINSP. CF CO i x ., II : t �qil r 6j W AM�'lF41 H 1 Xk A {/ 1% 1�'yyl f dbt!'ya• E g�l i't�. 41•'Y. F�j�y ' +` r't L `y.�„i`i «d7F'r H"F{ ,. , ..........�.......__............ ...._....,._.�...�...................�...,..-...+..«.».....-- --......... ..._.....�....�...,....,.. 'S I as"�r FR - �g CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 FootingRaIn Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach Plbg.Und/Flr/Slab Pibg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. an. Sew Gas Line Appr/Sdwlk Reins. i Other: cc Data: 1ol -- A.M. P.M. ntry: � Address . c Tenant: 3 7 Ste:_. MST: O oZ BUP: Con/Own: �__..._ ____. MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: w i Inspector: -- --_— -,._— Date PROVED DISAPPROVED/CALL FOR REINSP. CF O -'t +. t��. V,�y� ✓!'m�s F yyg r1 s�F. `S d' 4 � y / .Pd J biY '�4 T Wk ! .., ( '' r fl n.l�gr •� � �1 1; fi" '.9 Ik(10 I �w fix. �ppp{ i ,r _ ,` Ir �' to b 7� +,1��91 { t X71�1 f 0 1 qXS' k�n CITY OF TIGARD BUILDING INSPECTION NOTICE �,, Inspection Line: 639-4176 Business Phone: 639-4171 'f" F d rr r li 1 ,� rn`Y h b "f4lYr;'° Footii,gain Dra' Cover/Service FINAL: r,ti1ifh b Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. 5141 � "rd wi Plhg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. rE � Post/Beam Struct, Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. i Other- Date: M. ther:Date: M. _P.M.';K Entry: f Address: � _ ti a LL F Tenant:_____-.. _ p _. 5te: MST: eDa-3 u BUP: Con/Own: _ MEC:_ — 1 - ;e PLM: ELC: ----- — F# THE FOLLOWING CORRECG-IONS ARE REQUIRED: ELR: j 1"�� yid#IX i I Inspector: �"'� Date: - _APPROVED E _DISAPPROVED/CALL FOR REINSP CF CO sou, � t .i } }p}s�.+y �xr am 1 lt'e�', '4"1"i.7s',X��i• N.) rr; 5,. ujJ h a t� tti1�,. I Yt o.5'�it�yrrr+ :1�1 > _. .� 5 �u �>,� 5 4r.;f��, ;r',1 i. � yi'.r i .h•'p`s'� • � a l q'Aao 5 � s @ r A�+ d� 55y MIN �A -.r r fi� , ! , ,t' , rr w. 41 • r G, Y .Xl q" RON h� v�'etaY C " d3 �; nph ��vYY q1,� _ Y YS"Yhv F4 4 17 aCITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Bi.a;iless Hone: 639-4171 � F Footing Rain Draini� 1• t 4 Cover/Service FINAL: Fi Water Line Ceiling 9 -Plumb. Post/Beam Mech, Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg, Top Out Insulation 's t x , -Elect. Post/Beam Struct. Mech, Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. a Et�j t v y ,1t 1 Other. Date. J M Entry, �4' ;� Y Address: 'ZJ, r �. Of , C � Tenant: —_— Ste:_. MST: Con/Own: BLIP: --.—.—_ MEC: PLM: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ✓,. 1 v p A Inspector: � { Orr z Date 3 P– A PROVED DI FOR REINSP. ya. CF CO , . s C ITY 1" 1J� YN , tin w,^;1 Ir � +; 1 Ki lftiiy4t�,ll'sp � b .i��' ) )+�� r i �tlkv , l'JF ` •a�. (I � ,,i IIrJ r ' rsr }� iir C i �u'Jr y f y a r i� •� t,� x Wr �I\ 6 Wj, "'t �• '�' f � ' r��s�� i'o i y[t a+ `,i� s-7 *} �� .� s i�y�'��'� � - �Izg� f u�('f n {1 x+ + 1 i t � •r f , i C flf • d�pe�` {,,��1f P�'��i ar(°�,�, �r4.' i r t � � y r r>M I�tiT��ih��{�''P 1�^^ � � • � �$+ a 5'` psi.}YS � � t § 'r• �� l w ��• d �i�ryt,��i�� 5° � � � 1�r Wa�Yk�� VVVV )T'I.1 AIN! V i � 6 •1;�f's��s��fs st,�yA ' CITY OF TIGARD BUILDING INSPECTION NOTICE } y Inspection Line: 639-4175 Business Phone: 639.4171 n Footin Rain Drain Cover/Service FINAL: Co Water Water Line Calling -Plumb. >�� d ' Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation Elact. y{ ; Post/Beam Struct, Mach, Rough-in Gyp. Bd. Bldg. a Reins. San. Sewer Gas Line Appr/Sdwik .rrv, ,4 Other: Date: A.M. P. __ Entry: _ Address: Tenant: 3 �_h _ Ste:._ ,.� NEST UP: _— i Con/Own:.--- MEC: PLM: ELC _ THE FOLLOWING CORRECTIONS AR REQUIRED: ELR: _ V ` -• ` A I Inspector: �-J � Date: j APPROVED DISAPPROVED/CALL FOR REINSP. CF CO I , 1 oo �g. p � � �d � !tier� "• r �,�' }, fir' r x' A 4 ' rird IRS,tr 6,��11��f�°��.t,,'X�re tE•�y�k c�`r(4.;�i,r��Xt�"FIs Y�-. MSG ` ,� � � r,F Tr7 4 �' � .�71 •a CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Lin=: 639.4175 Business Phone: 639-4171 m Footing Rain Drain Cover/Service FINAL: �� f % Foundation Water Line Ceiling Plumb. �at t h ani ' Post/Beam Mach. Shear/Sheath Framing -Meeh aG,, 3.1!; r�r Plbg.Und/Flr/Slab Plbg,Top Out Insulation Elect tH A Post/Beam Struct, Mech. Rough-in Gyp. Bd. -Bldg. ,'# f San. Sewer Gas Line Appr/Sdwlk Reins. Other: - lr°ii,' Date: A.M. P. Entry:_ `t rkG Address:' —–---- ��a Tenant:_--/-3 ? — --- Ste: MST. _ --- -� BLIP: r Con/Own: MEC: PLM: # Eil r EL.C: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: 1 -P Inspector: _ _ Date: APPROVED _-kISAPPROVED/CALL FGR REINSP. CF CO *rar t l CITY OF TIGARD BUILDING INSPECTION NOTICE �5++ Nt Inspection Line: 639-4175 Business Phone: 639-4171 ootin }7 w°i"s�kPAj ,.► Rain Drain Cover/Service FINA k I 5�t Foundation Water Line Ceiling -Plum POSt/Beam Mach. Shear/Sheath Framing Mach. ' Plbg.Und/Flr/Slab Plbg• Top Out Insulation -Elect. f Post/Beam Struct. Mach. Rough-in s•,.. 9 Gyp. Bd. San. Sewer Gas Line -Bldg. Appr/Sdwlk Reins. Other: l 3 as Date: A.M. _P.M. Entry: �,�• Address: r jlll Tenant: 3 7 Ste:___ MST: Con/Own: 7rlG` S_5 _—---— ---- MEC: PLM:ELC — THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: i Inspector: ---�— - ---- Date: ROVED �._DISAPPROVED/CALL FOR REINSP. CF CO �'I G• S ' a i i CITY OF TIGARD 13125 S.W. HALL BLVD. y TIGARD, OR 97223 IMPORTANT PERMIT NOTICE 4ft J & R PLUMBING 4M 18886 SW SHAW ST t ALOHA OR 97007 Plumbing Signature Form Permit # . . . . : MST96-0237 Date Issued. : 05/21/96 Parcel . . . . . . : 2S109BA-HS234 " Site Address : �-1-3'�91--GW—)w43:9'9"I PTGB -DR- 7 �J SCcJ M i S 4E L�✓� Subdivision. : HILLSHIRE SUMMIT #2 Block. . . . . . . . Lot : 34 Zoning. . . . . . : R-7 PD Remarks : PATI? I f' Your company has been indicated as the plumbing contractor for the permit indicated above. In order for the plumbiog permit to be valid, please have the appropriate individual from your company sign below and return this Plumbing Signature Form prior to the start of work. No plumbing inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM OWNER: PLUMBING CONTRACTOR: CHI CHOA CHEN J & R PLUMBING 18886 SW SHA4 ST ALOHA OR 97007 Phone # : 590-3810 Phone # : Peg # . . : 72680 X _- Signature of Auth rized Plumber Please return this completed form to the address above. ATTN: Building Dept. If you have any questions, please call 639-4171 , ext. #310 7 4.3. J' • • RMIT CITY OF TIGARD FERMIR F#'.. . . . . . : M5"F96-0 '37 COMMUNITY DEVELOPMENT DEPARTMENT DFITE ISSUED: 05/21/96 j 13125 8W Hall Blvd.Tigard,Oregon 07223.8109 (503)839.4171 F'AFICEL: 2S 105BGa—H S .'_:34 `iIl'E EaDDRES.G.. . . . 11t�� ,t-�SW MI STI._E:TOF.= DR SUBDIVISION. . . . : HILLGHIFIE SUMMIT #2 "ZONING: R--7 F'D 1A1_.00I-Is. . . . . . . . . . LOT . . . . . . . . . . . . . Remarks: PATH 1 -------- BUILDING -------------------•----------------------•------------------.-- REISSUE: STORIES.......: 2 FLOOR AREAS----------- BASEMENT...: Ic00 sf REQUIRED SETBACKS---- REQUIRED------------- r CLASS OF WORK.:NEW HEIGHT.,......: 30 FIRST....: 1604 ,t GARAGE.....: 619 sf LEFT.,........: 16 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: :616 sf FRONT.........: 20 PARKING SPACES: 1 TYPE OF CONST.:5N DWELLING UNITS: 1 FINBSMF.NT: 0 sf RIGHT.........: 21 OCCUPANCY GRP.:R3 BDRM: 5 BATH: 5 TOTAL------: 1220 sf VALUE..$: 232904 REAR..........: 31 p:. - PLUMBING -------------------------------------------------------- SINKS.........: 1 WATER CLOSETS.: 5 WASHING MACH,,: 2 LAUNDRY TRAYS.: 2 RAIN DRAIN ft: 0 TRAPS.........: 0 LAVATORIES....: 7 DISHWASHERS...: I FLOOR DRAIN:,..: 0 SEWER LINE ft: 0 SF RAIN DRAINS: 1 CATCH BASINS..: 0 TUB/SHOWERS...: 5 GARBAGE DISP.,: I WATER HF;,iERS.: 1 WATER !INE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 ------------------------------------------------------------.-• MECHANICAL -----------_----------------------------------------------------- FUEL TYPES----------- FURN ( ION ..: 0 BOIL/CMR ( 3HP: 0 VENT FANS.....: 7 CLOTHES DRYERS: 2 !GAS/ / ! FURN )=100K ..: I UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS...: I MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS........,: 0 l•'nODSTOVES....: 0 GAS OUTLETS,..: 1 -----------•---------------------------------------------------- ELECTRICAL ----------------------------•--------------------- ------ --RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS---- --ADD'L INSPECTIONS-- 1000 SF OR LESS: 1 0 - 200 amp..: 0 0 - 200 alp..: 0 W/SVC OR FDR..: 0 PUMP/IRPIGATION: 0 PER INSPECTION: 0 M EA ADD'L 5085F.: 9 201 480 amp..: 0 201 - 408 amp..: 0 1st W/O SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR......: 0 ' LIMITED ENERGY.: 0 401 - 600 amp..: 0 40; - 600 amp..: 0 EA ADDL BR CIR: 0 SIGNAL_/PANEL...: 0 IN PLANT......; 8 ` MANE HM/SVC/FDR: 0 601 - 1080 amp.: 0 601+amps-1808 v: 0 MINOR LABEL -10: 0 1008+ amp/volt.: 0 ---------------•"--------------- --- PLAN REVIEW SECTION --------------------------------- �. Reconnect only.: 0 )=4 RES UNITS,.: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC: -----------------------•-----•------------------------ ELECTRICAL - RESTRICTED ENERGY --------------•--------•------------------------------- A. SF RESIDENTIAL--------------------------- B. COMMERCIAL----------------------------------------------------—-—------------------------ AUDIO I STEREO.: VACUUM SYSTEM..: AUDIO I STEREO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: OTH: :: X BOILER.,.......: H11AC...........: LANDSCAPE/IRRIG: PROTECTIVE SIGNL: 1 GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: .. 1 HVAC..,........: DATA/TELE COMM.: NURSE CALLS..... TOTAL N 51STEMS: 0 Owner: ----- -- ---- ------ ---- ----Contr-actcr: ----------------------------- TOTAL FEES:$ 5145.07 CHI GNOA CHEN HORIZON STRUCTURES ' 3328 SE 139TH AVE PORTLAND OR 97233 Phone N: 590-3818 Phone N: 503-257-1413 Reg C.- 049608 ai This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved pians. This perrit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. -- --------------------------------------------------------------- REQUIRED INSPECTIONS ------------------------------------------------------ Footing ---•----------------------- -----------______------Footing Insp PLM/Underfloor Shear Wall IAsp Insulation Insp Appr/Sdwlk Insp Erosion Control Foundation Insp Mechanical Insp Low Voltage Gyp Board Insp Electrical Final Post/Beam Struct Plumb Top Out Fireplace Insp Rain drain Insp Mechanical Final Post/Beam Mechan Llectrical Servi Gas Line Insp Water Line Insp Plumb Final Crawl Drain Framing Insp Gas Fireplace Water Service In 8 lding Final i LqrrmittPe Si qnat!tre : .1 L►y k Call fpr inspection - 639--4175 !` "'Jelp�na. 'Q!'YA'Cf j•' 't- ,rr r}4':oda [ys &p Ipq�t', a+w..:,i,. nit4rl�'d+ 'i0r':� .V1101'"Rtll-n '^' �,6 SEWER CONNECTION CITY OF TIGARD PERMIT #. . . . .. .. .PERT . . : SWR96-0215 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 5/21/96 .i 13126 SW Hall Blvd.Tigard,Orspon 97223.6199 (503)639.4171 R` PARCEL-: 2S 109NA-HSi 34 # c r SITE:: ADDRESS. . . : M SW MISTLETOE 1)R SUBDIVISION. . . . : HILLSHIRE SUMMIT #2 ZONING: R-7 FD BLOCK. . . . . . . . . . . 1-01 . . . . . . . . . . . . . :34 1 ------------------- TENANT NAME. . . . . : USA NO. . . . . . . . . . . FIXTURE UNITS. . . . 0 NEW DWELLING UNITS. . : CCLASS OF: WORE. . . 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1 I NS T ALL 1-YF-'L . . . :BUSWF7 I MPERV SURFACE: 0 s;f Remarks : PATH I Owner: -- -_______________._.__._..____-- __.______... __ FEES i' Ch1I CHOA CHE.N type amol_rnt by date rl,cpt `? PRMT $ 2200. 00 B 05/21/96 96-279678 IN SP $ :35). 00 B 05/21/96 96--`79678 I::1h0ne #: 590-3810 Contractor: -•____._.________._______.__.__.._____ 0 CONTRACTOR NOT ON FILE a Phone #, $ 2:23 . 0 0 TOTAL Req -- ----- REQUIRE'D INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals, if the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase - -- a "Tap and Side Sewer" Permit and the enry will install a lateral. Call for inspection - 639-•4175 7 d¢ • F7 /7 i �06F> 12,CV 6H' 1 -Uti►F i ivls�ko I(o•I`( 1 q9l'7(&,0v ?3U0 ("& to, 60,8D Cp 18 7. 10 Residential Buil inr, Permit Application City of Tigard 5 ( .', , l al 13125 SW Hall Blvd. l Tigard, OR 97223 (503) 639-4171 Jobsite Address: 9rr ` �`3 r� e Subdivision: Lot# � Office--� Qt11X q - �()�* Valuation: �'�.�a` _(�r�- Contact Date. I /_Initials Result New Construction Only: (Square Footage) j tk�)F 16II 51-tC D BAS eM E-w PI.•,nck/Rec# House: , Garage: :Lm— Permit# �'?Ur' G 3 Reissue of .� Corner Lot? Y Flag Lot? Y ` Map&TL# Zone Owner: r^.ll.. C Lb C ke,I _ Plat#__ . a Address: n Planni g S etbackS olar6 S Engineering `>, r r C Phone. ( 5 U�" ) j Other Contractor: f� gz t' ptt Z'1 �lwc t u u is`. c �. I-teff0-etLuired - - i Address: ZE_ >`"��-`� V Subcontractors Truss Details. f`)C H'T LA ii n rt 12.'_,x' Other _ Phone: ( ! U3) 1 S?- ISI I �, Notes Contractor's License# 1-I 9 L-:C r- A-r N , 1 � � a (attach copy of current Oregoo license) Contact Name: -T) Contact Phone: ( S'(,3 (eau -- LC y> I Subcontractors: ti)266(.Cg Architect/Engineer: a—l-tt e P1r �'�,g. � 0� 4I�Ia�Pt5 { Pluming: J-+ F, Pl t&ANI L`0't. r' Address: 1 ,i_: ' L �t tc. w. NAy.t< _ r-w r� IJ:su,.t-t to I— Q1 CN eXP lo/rn19q- , Mechanical: -(' t,�, A ME A-t'e ttr�� i+. 1�,t q—f �� P-t'cit,t ct 3 COF'U (attach copy of cu/tent OR Contractor's icense) Electrical: Ij'tI k t I F Z r IoC' 4 Phone. LSI c X51--j C int'C t 6 t JOB DESCRIPTION: `'LL �' r �`�: pl�•A tc'k'_ ( '-> =.) L J 1 6011 Applicant Signature < - C` Applicant Phone number Received by._ 4.t' date Received. y c � w'!t)pmeb'Af lco ` n n L tib., .15 'YV.` Ir_� Permit Account Description Amount Amt Pd. Bal. Due `fJyt%4-D v?3 7 Bldg. Permit (BUILD) Plumb. Permit (PLUMB) —__ Mech. Permit (MECH) X•w 5 LSZ Bldg: Ti'• b' 7`/i.�i `J (r Plumb: Mech: 2 -j `j .3 Plan Check (PLANCK) Bldg: "r'" ,S Y, S 1 Plumb: Mech: ._ / > Sewer Connection (SWUSA) ,p'' Sewer Inspection (SWINSP) } Parks Dev Charge (PKSOC) I Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TI1= (7,F-IS) i Office TIF (TIF-O) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) � l Erosion P!anck/USA (ERPLAN) 1 Erosion Planck/COT (EROSN) a b',Go — � &v TOTALS: ,�fi�i 1.41'� ) i C a t" Solar Balance P int Standaed Worksheet Address Box A calculations: North-South dimension for the lot. Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine W,ich property line is the North lot line. The North lot line is the line with the smallest angle from a line drawn east-west and intersecting the northern most point of the lot. 450-0. 1 � LOT UNE PJORTKPN 'LOTTMUNEN / N North-South Dimension for Lot- Measure the distance from the midpoint of the North lot line to the South lot line along the described line j� �`i ' feet 1\ -- --1 t \� \\ L�.`—:N.^.Rh15CU1H CIMF�GICN�> � Box B calculations: Shade point height for your residence. Box B: 1. Determine whether measurements will be based on the r.:ak or eave of your Which describes structure. The orientation of the ridge is also important, your residence? 1 a: If the roof line runs North-South, measurements will (circle one) be based on the peak of the roof. TO-6-13-CT, .{ 1B 1(. 1 b: If the roof line runs East-West and the roof pitch is less than 5/12, measurements will he based on the eave. SHICE VCINI ME 1c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the peak. a.,,. ❑ r L , Apr 1 Box B. continuedBF ox'B: 2. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the front lot line to the foundation the figure is positive. If the lot slopes down from the front lot line to the foundation, the figure is negative. ft 3. Measure distance from finished floor elevation to the affected peak/eave. + ft t... 4. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, c ft deduct nothing. M 5. Subtract one foot for each foot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. __ ft 6. Total figure for box B: ~I:= ft l — 'a Box C. Distance to the shade reduction line. Box Cs 1. Measure the distance from the North property line to the foundation near the ft i affected peak/eave. 2. Measure the distance from the foundation to the affected peak or eave. + ft 3. Total figure for box C: ft It,is most useful to draw a vertical line to represent the appropriate figure found in box"A"and a horizontal line to represent the appropriate figure found in box "C". The intersection of the vertical and horizontal lines determines the value found in box"D". The value in box "D"should tie compared to the value in box"B"; if the value in box•'B"is less than or equal to the va:ue found in box"D", then the building is in compliance with the solar balance code. If you have any questions, please contact us at 639-4171,x304 or at the Community Development Counter. MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet Distance to North-south lot dimension (in feet) shade IY)+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction line from northern lot lin,-(in fee l 704 40 40 41 42 43 44 65 3 38 38 39 40 41 •12 43 60 3 3G 36 37 38 39 40 41 42 55 3 34 34 35 36 37 38 39 40 41 321--33--34—35--36 -37 38 45 3) 30 30 31 32 33 .34 35 36 37 38 39 40 23 28 28 29 30 31 32 33 34 35 36 37 38 35 25 26 26 27 28 29 30 31 32 33 34 35 .36 30 24 24 24 25 26 27 28 29 30 31 32 33 34 25 222 22 23 24 25 26 27 28 29 30 31 32 20 2D 20 20 21 22 23 24 25 26 27 28 29 30 15 11 18 18 19 20 21 22 23 24 25 26 27 28 10 1 S 16 16 17 18 19 20 21 22 23 24 25 26 5 113 14 14 15 16 17 18 19 20 21 22 23 24 i [Box D. Maximum allowed shade point height: _ feet P h:\docs\nancv\ventura\solar.chp Revised 2;16196 ti elr/' \ ,,. �fp�mnw.�+...,_._ _ ,,.......•++.w..�.wwwarw�.wo.w�ww�ww«.yxWMc�cE'Lpawh7u�lnan�nrd: �r 1� ! 1 Y Of 1 'f hi•Ny11 -- Idh t.h .t F''I i.tF k>+•IYi�it:.h►f I'v ! .! I i'1 C•fl 1. a':„t, _,.`�",f, :,t I'dG1ME? s HIM t ION S'I RUG I11,1R .l3 i I ) ,I I t IIWII A if I I I;r IF•►1")PR SS' e :;,'.ri f;l4 1,,"•s411t F=+uF: I'%_t r C•tr x11 l,t i 1 4'j", r i OP 'AJ1:1J.1,1 ','1::ilLIN c � r 1 I i ,I 'Fd 1 1'1 1 1 y -I a I f' I'1•I I,;1 III i 'f'irCtl•P•fl �•Ilnl I'i.IPtf il ,, Ilt i"11Yfil l:P !d IR IRJf�II I I;.if I.J I 1 t)1 r�If't i I.,I{M '1:�' I, '�V) f'1 t IC+tki l ins t 'h 1!ht �1�, d1kl I1i.1MII;iII r'}#, Fik;l LI L 1. IIt1.I:Fii . !'l.J;1'�lI. I 5i": . �..)k► �� , I . I•Itlft.l' t•I•('< !'�1. r•� fc!)Ii I)tt�llK I`I f•1!J ta-fl (. �', c"�It . ;'^,l'� � ;NEIN t_t-61 III AN t��`Ilf=,f I� 'I.t•!tIZ 1P'1�,.,1�1-I I ."''ra„ Ir�41 1-y�1,� • ;(il y4.")',k�., Rt71�1 `"kl ( tit•} i1171:►'•I F Ci)f. I PT41 I It, 1 I 1-'•i 1.416!x. 00 Mf 1' (.10f it I'r I iI J 1 `F I It 1�jllJ,. vlo I. 11 1.'i!iif11 i J ! 1=1t. IL.J TY' ht;k 1idlei1?w f=.121'Jfi9t(.1i�! f:?iI'f 'I l'F 144 1.1 II I I "I It- iIt f 0 11 J." u I2('Js 1 E'11'a t 1 11 1 I ;.: ;.•�, I ir1i T�1G-6);:_• ,� I t I 1 I I)I 1 (t I fit f-olt Ii 't I I f �. i li if'If�irl. 1 It 11+ I : ,A I ', I Iti ( I '!•'I � ' 11 ;i '! it �1 . �,1 , , F-11111t7tr��'r�i �i I •'! ! II 1 .' 1•IIIi � � II :�i11F ,.i:'� �� I 'lllc( I bll•II), IIIA: 1 . ' Ii .•alts 0IIV1 1'I ir.1 to i 1,. 111.1 I ti I � 1_iIN I;All 1, 1 i1---r.r-}' I I.1 1 t. :••ct 11 Irf •I 1111 � , I •I, ,. ! • , ; , , i ! f!1Frt. fll'II1!JI, 11 I ! i� v 6 n� w,� 1 • � -+9P Q ) 4_ 8das1 4CD-5600 % PLEASE NOTE! NCWeW T RR 3' 13930 AODORESS HAS BEEN CHANGED TO AMD 37 ti N� �% CONFLICT WITH 13791 SW ALPINE VIEW 36 39 32 40 % 4� 41 13773 137®2 42 Y17 31 30 Jr A 1 43 �J)Si0 � � 1�♦ 44 Js 26 ♦ �* 4 h� 137103 !J)' � ' I 00 s , 23 27 Ze 124 23 22 to 46 52 47 I- 1 ^, " 48 _ �VA. i SO 40 HILLSHIRE SUMMIT N0. 2 a 2S1 09BA + ' TERRACE" m r ry 33 ^ at 36 D7 SW BULL MOUNTAIN ROAD a � �. ' "�'N''JF rxlw'-. 'vr r,.n 1'm r 1 • r �-7 YE l2 $e5 � sPAN C < J .. Co'>E_ 40 N O� f3EAI?-IAJC1 � ICSLL. ALO/L/(% of FA,M/L. - 12or)M y A 0 J AcEtiT Tb Fi12EPLAC,E' L.OA 91 vcj _<2 e�Z 1(qo -71-/?) 4 _ I�i`-r US E 02 lLe n OEARiuC7 kiALL BC-rtu6-CN p��v��✓<� ,QooM ,�"o YEl? Se 5 � 5 PAIS' LQAowo + J � �rz �E,AM — BF,g2l�uC.i wA�L.. 1.37-1,ciE�lt! ,•_ /moi j-c.NL=it/ ��i1,13� h� (49 �IJ � 8(�) _ OREco (J5 4X to Z E - �. /- -L . C� UrL 3,16 �,: GLS 0 — _ rEXPIRES, 12.31- PREPAD BY V --- DATE REl —LL JOB Nb. z 1 • ��r-� - l3E�u2�,uG� �.�-,oc-c. P��r��'�•�! r�� rcti�E.v BI2E AKF As T U St s,�a�' f3FA -t As ABoVF oPTI oN - c/�FAl2 PAAJ 1, F g� tZ 5 oPT/OA.,� cJ�a L S PAAJ sP.a�i �►sE' 3'�t3 x /v l�2 l L!3 w�3v" sq, 1:7-oorIA-19 Ar AAjO I A 'x l ep. aaT/•Ufl AT +END`_ . O 't B• (3 EA.N-1 Ar- /!.� � , A 2AL•!= Prov 2 oP�iV�N s PAN 13%'Z LoCk) bc0-,M Nr co G A E Pvv2 SPAI-� V REG 1 V vs c 4., /O - 2 - n. - "SMG:r�? 2 FS R. �C' Pl �/;p L ( '- I EXPIRES 12.31-96� PROJECT PREPARED BY DAZE JOB N0. 2 _- Y--�---- B n n rc Kin nc w„•.....:........... ..,. r, r ra aux ,�....w>'wr.v�... .... - �� , p " wY 2 aSp 'r• �sR, .MOOD .DESIGN TEMPLATE ( A J Client seas A 08-May 86 ICE does not warrant 1 that the f,.nctions contained a` INPUT for UniformlyLoaded Joists and Beams in this template will meet ,V� a, L-Span 8.5 ft revised 12/4/86 the user's requirements or r • Tr!b_w 1 ft (Alt) m Main Menu that the operation of the progr. 7fi OL 194 lb/ft"2 (Alt) 9 Go To will be uninterrupted or "lex { 520 lb/ft'2 error free. icgic r v g. + Mx I w 714 lb/ft Sp L, ppl No Spans /- ��F;��,�`� 6.45 k-ft +/-My 0 L (max) 8.5 ft h, ( ) 0.00 k-ft +/-P 0 Le x = 1.0 ft My 0.00 k-ft Le_y = 0.0 ft �, - X ,+ P comp 0.00 kips L length x = 1 ft unsuported L ' Le_x factor 1 See Table 1 Le = 0 when compression face is fully supported for � . Cv UBC 2504 (c) 8 fur P tens 0.00 kips l length y = 1 ft default value Visually graded sawn lumber 0.25 for I ... Machine stress-rated sawn 0.11 for V max xx 3.03 kips lumber for V Nax_yy 0 kips Cv adjustment 0 UBC 2504 (c) E ' (1-Cv) Glued-laminated timber 0.10 6 or more lamfor + ( a^ er'g max -3.0345 k Load Duration 1 See Table 3 I4 SPECIES AND SIZE Fb Fb Ft Fv Fc Fc E COMMERCIAL GRADE CLASSIF. Single Repet. tension Horiz. Perp. Parallel x 101 DF-L No.2 5' and 1250 1450 650 95 625 1050 1700 2' to 4" thick 5' and wider 2' to 4' thick 5' and wider Sxx Ixx Nominal Actual 73.83 415.28 Fc E Size Depth AREA Syy Ivy Para. x 10"3 4 x 12 3.5 11.25 39.375 22.97 40.20 1050 1700 From INNui for uniform loads j toggle 0 1 = repetitive use M = 6.4:8312 k-ft LOAD FACTOR = 1.000 Br'g > 3' 0 from end, 1 - yes V = 3.0345 k Le x = 1.0 Le-y = 0.0 Brg width 3.5 in Br'g L 3.5 in. OK fbx = 1.048 ( 1.250 Machine Stress Rated Lumber Cv = 0.00 0 0 0 L/3160 for d DL = 0.032" from Input Window 0 0 0 0.000' L/0 Vp L/1179 for d LL = 0.087' from Input Window 0 0 0 0.000' L/0 down OR fv = 0.039 < 0.095 V reduced by DL+LL = 0.714 k/ft • d from INPUT 0.032 d OL from input 3160.328 L/3150 OR er'g = 0.248 < 0.625 at < 3' from end 0.087 d LL from input 1179.047 L/1179 OR for +Mx 0.000 + 0.838 + 0.000 - 0.838 < 1.000 No -Mx No -P r PRA f f y BIW oncc;(,)N ES R. NAt'r EXPIRES: 5 31 9fi Y uF IG i ft$ow Ut01WI ItMYIAIt (.Dent u0-0,dy o0 11.t QUtlJ IIOI Ndrralll that the functions contained INPUT for Uniformly loaded Joists and Beams in this template w111 meet L-Span 8.5 ft revised 12/4/86 the user's requirements or Tr w I ft Alt m Main Menu ' • [Alt] that the operation of the progran OL ; 194 lb/ft"2 (Alt) g Go To will be uninterrupted or LL 520 lb/ft"2 error free. logic }. No Spans +/-Mx 1 w .15 k-ft 114 lb/ft Sp Log 6 ( 6.00 k-ft +/-My 0 L (max) 8.5 ft +/-•P 0 Lex = 1.0 it 0.00 k-ft le_y = 0.0 ft P_coop 0.00 kips L length x = 1 it unsuported L Le_x tactor 1 See Table 1 Le : 0 when compression face is fully supported for er Cv UBC 2504 (c) 8 for ey P_tens 0.00 kips L length y = 1 ft default value Visually graded sawn lumber 0.25 for Le +� Machine stress-rated sawn 0.11 for Ke V max xx 3.03 kips lumber for Le Y max_yy 0 kips Cv adjustment 0 UBC 2504 (c) E • (I-Cv) Glued-laminated timber 0.10 6 or more lamfor Ke Br'g max -3.0345 k load Duration 1 See Table 3 GLU-LAM TIMBER GL BENDING ABOUT X-X AXIS -------------------------> BENDING ABOUT Y-Y AX!S -------------------> AXIALLY LOADED Bending Fbxx--> Comp. Perp.----- -------> ------ COMBO SPECIES Tension Camp. Tension Comp. Shear Modulus Bending Comp Perp Shear Shear Modulus Tension Compre outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Parall 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24F-V4 OF/OF. 2400 1200 450 450 165 1800 1500 385 145 75 1600 1150 16 { GL BENDING ABOUT Y-Y AXIS ---------------> AXIALLY LOADED ---------- GL Width No. Lams d/table AREA Sxx I Bending Carp Perp Shear Shear Modulus Tension Compress Modulus 3 1/8 6 9 28.125 42.1875 189.84 Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel Syy I 9 10 11 12 13 14 15 16 11.64843 22.888 1500 385 145 75 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued GLU_LAM TIMBER CONTINUED Br )3'+ from end 0 1 indicates es 24F- DF/DF Bearing width - 3.125 length = 5.5 along the grain Nn. Lams Br'g load max -3.0345 k 3 1/8 9 6 Br'g dimensions for Tens., Comp., and Side Face LoadinP5 OK Or g - Q.;77 ( 0.450 ksi on tens. (bottom) face at < 3' from end ;N OK Br'g - 0.177 ( 0.450 ksi on comp. (top) face at < 3' from end 0 Cv OK Br'g - 9.roo < 0.385 ksi on side at < 3' from end for 3.13' x 5.50' OK fbx - 1.@34 ( 2.400 L/1530 for d DL : 0.067' from Input Window 0.067 d OL from snout 1529.707 L/1530 OK -fbx - 0.000 < 1.200 L/571 for d LL = 0.179' from Input Window 0.179 d LL from input 570.6990 l/571 ' LOAD-FACTOR = 1.006 Le_x = 1.0 Ley = 0.0 d Lams >= 6, 0 � OK fvx = 0.133 ( 0.165 V reducee by Di+ll = 0.714 k/ft d from INPUT 5*(Dlll)/1000'(384°Gl Ex)(*( +Ibex/fbx GOVERNS EO PROF ON for +Mx 0.000 + 0.161 + O.000 = 0.761 < 1.000 No -Mx No -P !•-ft V '(Y EXF6IFRIES: IP•31-96 .;'tttg4i�g10.T74!Llti6lhiai•.3T1w� -'.isi.-..,n ..k,.; ..,.,::. . ., „.....::...... .. ..,..�. I n,. 1—..4% .LIW oiIib,IL w 11L,, h."i Idi. ..that the functions contained INPUT for Uniformly Laded Joists and Beams in this template will meet L-Span 7 ft revised 12/4/85 the user's requirements or Trib_w 1 ft (Alt) m Main Menu that the operation of the prograft < • DL 204 lb/ft"2 (Alt) g Go To will be uninterrupted or LL '. 560 lb/ft-2 error free. logic No Spans +/-Mx I w 764 lb/ft Sp Log ( 4.68 k-ft +/-My 0 L !max) 7 ft ( 0.00 k-ft +/-P 0 Le-x z 1.0 ft Mj 0.00 k-ft Le_y = 0.0 ft ^ comp 0.00 kips L length x = 1 ft unsuvorted I. Le-x factor 1 See Table 1 Le = 0 when compression face is fully supported for ex Cv UBC 2504 (C) 8 for ey P_ters 0.00 kips L length y = 1 ft default value Visually graded sawn lumber 0.25 to Le Machine stress-rated sawn 0.11 for Ke V max xx 2.67 kips lumber for Le V max_yy 0 kips Cv adjustment 0 UBC 2504 (c) E * (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Ke er'g max -2.674 k Load Duration 1 See Table 3 SPECIES AND SIZE Fb Fb Ft Fv Fc Fc E COMMERCIAL GRADE. CIASSIF. Single Repet. tension Horiz. Perp. Parallel x 10"3 OF-L No.2 5' and 1250 1450 650 95 615 1050 1700 2' to 4' thick 5" and eider 2' to 4' thick 5' and wider Sxx Ixx Nominal Actual 73.83 415.28 Fc E Size Depth AREA Syy lyy Para. x 10'3 4 x 12 3.5 11.25 39.375 22.97 40.20 1050 1700 From INPUT for uniform loads toggle 0 1 = repetitive use M = 4.6785 k-ft LOAD FACTOR = 1.000 Br'g > 3' 0 from end, 1 = yes V = 2.674 k Lex = 1.0 Le_y = 0.0 Brg width 3.5 in. Br'g L 3.5 in. OK fbx = 0.161 < 1.250 Machine Stress Rated Lumber Cv = 0.00 0 0 0 L/5.181 for d OL = 0.016' from Input Window 0 0 0 0.000' L/0 up L/1960 for d LL = 0.043" from input Window 0 0 0 0.000' L/0 down '< OK fv = 0.075 0.095 V reduced by DL+LL = 0.764 k/ft ' d from INPUT 0.016 d DI_ from input 5381.024 1./5391 OK Br'g = 0.218 < 0.625 at < 3' from end 0.043 d LL from input 1960.238 L/1960 ff OK for +Mx 0.000 + 0.608 + 0.000 = 0.608 < 1.000 No -Mx No -P i i PR C." �(Y �, N, 9t,. . Mccj' �s l� ExPIRES: 12-31-96 tA 4 5 1 , . 4:1 .rnwY rsvralY;rY1YW"uv ..v.,.i-.- -n-a«.,.,...- . ny f •..U... ._ .:.. nw.0 uoiuh IEMPLAir LIientua-rdy do tut u.wa nus weirau. that the functions contained INPUT for Uniformly loaded Joists and Beams in this template will meet L•-Span 1 ft revised 12/4M the user's requirements or Tri` w 1 ft (Alt) m Main Menu that the operation of the prograi + • OLP: 204 lb/ft'2 co [Alt) g Go To will be uninterrupted or LL 560 lb/ft-2 error free. logic No Spans +/-Mx 1 w 764 lb/ft Sp Loc [ 4.58 k-ft +/-My 0 L (max) 7 ft (� 0.00 k-ft +/-P 0 Le_x = 1.0 it Mt, 0.00 k-ft Le-y = 0.0 ft P_comp 0.00 kips L length x = 1 ft unsl000rted L Le-x factor 1 See fable 1 Le = 0 when compression fare 's fully supported for v Cv UBC 2504 (c) 8 for e% P_tens 0.00 kips L length y = 1 ft default value Visually graded sawn lumber 0.25 for Lc Machine stress-rated sawn 0.11 for Kr Y max_xx 2.67 kips lumber for Lc V wx_yy 0 kips Cv adjustment 0 URr 2504 (c) E * (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Kc Br'g max -2.674 k load Duration 1 See Table 3 GLU-LAM TIMBER GL BENDING ABOUT X-•X AXIS --------------------------> BENDING ABOUT Y-Y AXIS -------------------` AXIALLY LOADED Bending Fbxx--> Comp. Perp.----- -------> ------ COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shaar Shear Modulus Tension Comprc outer law in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Paral) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24F-V4 DF/DF 2400 1200 450 450 165 1800 1500 385 145 75 1600 ll'C 1t z.; GL BENDING ABOUT Y-Y AXIS ----------------> AXIALLY LOADED ----------> GL Width No. Lams d/table AREA Sxx I Bending Comp Perp Shear Shear Modulus tension Compress Modulus 3 1/8 5 7.5 23.4375 29.29687 109.8E Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel Syy I 9 10 11 12 13 14 15 16 12.207113 19.072 1500 385 145 75 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued GLULoqM TIMBER CONTINUED Br'g >3'+ from end 0 1 indicates yes ------------------------------------------------------------- 24F-_V4 DF/OF Bearing width = 3.125 length - 5.5 along the gra n GL Width d/table No. Lams Sr'g Load max -2.674 k 3 1/8 7.5 5 Br'g dimensions for Tens., Cump., and Side Face Loadings OK Br'g - 0.156 < 0.450 ksi on tens. (bottom) face at < 3' from end OK Or'g v 0.156 < 0.450 k9i on comp. (top) face at < 3' from end 0 Cv OK Br'g 0.000 < 0.385 ksi on side at < 3' from end for 3.13' x 5.50' OK fbx 1.917 < 2.400 L/1507 for d OL = 0.055' from Input Window 0.056 d OL from input 1507.296 L/1507 OK -fbx a 0.000 c 1.200 L/549 for d LL = 0.153' from Input Window 0.153 d LL from input 549.0872 L/549 LOAD_•FACTOR = 1.000 Le-x = 1.0 Le_y = 0.0 R Lams >- 6, C 5*(DL+LL)/1000* OK fvx = 0.141 < 0.165 V reduced by DL+LL _ 0.764 k/ft • d from INPUT (384*GL Exx*( +Mxx/fbx GOVERNS �0 P�oF� INE• / OK for +Mx 0.000 + 0.799 + 0.000 = 0.799 < 1.000 Wa G No -Mx Mo -P E,t)N 9�'F Fi. 11 .0 E:xF'1REs: 12.3196 to t r r ,_.. U,J/JU jLIWLAI. 6 lerl`._ �M .. d�u w �o-v,dy Ou U..-.a nus - that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet L- n 8.5 ft revised 12/4/86 the user's requirements or Trlfr_w 1 ft [Alt) m Main Menu that the operation of the progra, • OL 179 lb/ft"2 (Alt) g Go To will be uninterrupted or LL;;<. 111.5 lb/ft-2 error free. ` 'logic No Spans +/-Mx 1 w 626.5 lb/+t Sp Lo- ( 5.66 k-ft +/-My 0 L (Max) 8.5 ft 0.00 k-ft +/-P 0 le x = 1.0 ft ' 0.00 k-ft Le _y = 0.0 ft P Camp 0.00 kips L length x 1 ft unsuported L Lex factor 1 See Table 1 Le = 0 when compression face is fully supported for Cv UBC 2501 (c) 8 for P-tens 0.00 kips L length y = 1 ft default. value Visually graded sawn lumber 0.25 for Lr Machine stress-rated sawn 0.11 for Ka V max xx 2.66 kips lumber for Lr V max_yy 0 kips Cv adjustment 0 UBC 2501 (c) E ' (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Kc Sr'g max -2.66262 k Load Duration 1 See Table 3 I ' SPECIES AND SIZE. Fb Fb Ft Fv Fc Fc E Ci7MMERCIAL GRADE CLASSIF. Sings_ Repet. tension Noris. Perp. Parallel x 10'3 DFA No.2 5' and 1250 1150 650 95 625 1050 1700 2' to d" thick 5' and wider 2' to /' thick 5' and wider Sxx lxx Nominal Actual 13.83 115.28 Fc E . Depth AREA Syy lyy Para. x 10"3 x 12 3.5 11.25 39.315 22.91 10.20 1050 1700 From INPUT for uniform loads 0 1 = repetitive use M = 5.658078 k-ft LOAD-FACTOR = 1.000 8r'g > 3' 0 from end, 1 = yes V % 2.662625 k Le x - 1.0 Ley _ 0.0 Brg width 3.5 in. Br'g L 3.5 in. OK fbx - 0.920 < 1.250 Machine Stress Rated Lumber Cv - 0.00 0 0 0 L/3125 for d OL : 0.030' from Input Window 0 0 0 0.000' L/0 up L/1310'for d LL = 0.011' from Input Window 0 0 0 0.000' L/0 down OK fv a 0..079 < 0.095 V reduced by 01.+LL 0.627 k/ft * d from INPUT 0.030 d OL from input 3125.159 L/3125 OK Or'g it 0.211 < 0.625 at < 3' from end 0.071 d LL from input 1370.066 L/1370 ` OK for +rbc 0.000 + 0.736 + 0.000 a 0.136 < 1.000 No -Mx No -P i i i 1 t<30N Ali As fi. N1G�. EXIAES: !2_•31.9£ ' t 1 M�I'►'r oil "M '• r '.' ,"-' t',Ai° ,yP "' „„k))3�}7�' 9i 4 .tiiwt IC*LAIL 611811E uediw t< 40-May oo 16t uurj 1,0L wdrranL that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet t L-Span 8.5 ft revised 12/4/86 the user's requirements or Tri I 1 ft �= (Alt) m Main Menu that the operation of the program + OL 179 lb/ft'2 (Ale) g Go To will be uninterrupted or Ll ,, 447.5 lb/ft"2 error free. logic No Spans +/-Mx 1 w 626.5 lb/ft Sp Logi ( 5.66 k-ft +/-My 0 L (max) 8.5 ft ( 0.00 k-ft +/-P 0 Le-x - 1.0 ft Ny 0.00 k-ft Le-y : 0.0 ft P comp 0.00 kips L length x = 1 it unsuported L Le_x factor 1 See Table 1 Le = 0 when compression face is fully supported for ex S' Cv UBC 2504 (c) 8 for ey P_tens 0.00 kips L length y = i ft default value Visually graded sawn lumber 0.25 for Le_ Machine stress-rated sawn 0.11 for Ke V max xx 2.66 kiln lumber for Le- v max-yy 0 kips Cv adjustment 0 UBC 2504 (c) E ' (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Ke_ Br'g max -2.66262 k Load Duration 1 See Table 3 GLU-LAM TIMBER GL BENDING ABOUT X-X AXIS ------------------------> BENDING ABOUT Y-Y AXIS --------------------> AXIALLY LOADED - Bending Fbxx---> Comp. Perp.----- -------> -------> •'' COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shear Shear Modulus Tension Compres outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Paralle >yF��,`' 1 2 3 4 5 6 7 8 9 10 11 12 11 14 1 "�Aw"yt� 24F-V4 OF/OF 2400 1200 450 450 165 1800 1500 385 145 75 1600 1150 165 GL BENDING ABOUT Y-Y AXIS ----------------> AXIALLY LOADED ----------> GL Width No. Lams d/table AREA Sxx Ix � r Bending Comp Perp Shear Shear Modulus Telsion Compress Modulus 3 ,/8 5 7.5 23.4375 29.29687 109.863 Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel SYy lY 9 10 11 12 13 14 16 16 12.20703 19.0734 .1's 1500 385 145 15 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glueo fiti t. GLU_LAM TIMBER CONTINIIED Br'g >3'+ from end 0 1 indicates yes ------------------------------------------------------------- 24F-V4 DF/OF Bearing width - 3.125 length 5.5 along the grain G d/taRe o. Lams Br'g Load max --2.66262 k 3 1/8 7 5 5 Br'g dimensions for Tens., Comp., and Side Face Loadings OK Br'9 n 0.155 < 0.450 ksi on tens. (bottom) face at < 3' from end OK 8r'9 = 0.155 < 0.450 ksi on cowp. (top) face at < 3' from end 0 Cv OK Br'g f 0.000 < 0.385 ksi on side at c 3' from end for 3.13" x 5.50' OK fbx = 2.318 < 2.400 L/959 for d DL = 0.106' from Input Window 0.106 d OL from input 959.4306 L/959 OX -fbx - (1.000 < 1.200 L/384 for d LL = 0.266' from Input Window 0.266 d LL from input 383.7724 L/384 LOAD-FACTOR = 1.000 le_x = 1.0 Le_y = 0.0 4 Lams >= 6, 0 5'(OL+LL1/1000'1 OK fvx = 0.145 < 0.165 V reduced by DL+LL = 0.527 k/ft ' d from INPUT (384*GL_Exx1(I +Mxx/fbx GOVERNS Ppn,.`, OK for +Mx 0.000 + 0.966 + 0.000 = 0.966 < 1.000 No -Mx 4, 11,135 y No -P r n .GON v ✓��V 17.A0, .i DMFS F4. 1EXPIRES. 12 3196 ewU utbim itMYlA1e, O1ent dodo a► uy-mdy ou 6..,) + that the functions contained INPUT for Uniformly loaded Joists and Beams in this template will meet revised 12/1/86 the user's requirements or l-S P an 5.5 ft T w l ft (Alt] m Main Menu that the operation of the progr. - 211.5 lb/ft"2 (Alt] g Go To "ill be uninterrupted or L r 590 lb/ft"2 error free. logic No Spans +/-Mx 1 w 801.5 lb/ft Sp Lc Ya j 3.03 k-ft +/•-My 0 L (max) 5.5 ft 1 , j 0.00 k-ft +/-P 0 Le1.0 ft _x - 0.00 k-ft Le- = 0.0 ft P coop 0.00 kips L length x 1 ft unsuported L Le_x factor 1 See Table 1 Le = 0 when compression face is fully supported for s Cv UBC 2504 (c) 8 for i P tens 0.00 kips L length y 1 ft default value Visually graded sawn lumber 0.25 for Machine stress--rated sawn 0.11 for i Y max xx 2.20 kips lumber for Y mex_yy 0 kips Cv adjustment 0 U8C 2501 (c) E s (1-Cv) Glued-laminated timber 0.10 6 or more lamfor 87r'9 max -2.20412 k Load Duration 1 See Table 3 j ISPECIES AND SIZE Fb Fb Ft Fv Fc Fc E +fid 1 COMMERCIAL GRADE CLASSIF. Single Repet. tension Horiz. Perp. Parallel x 10"3 DF-L Mo.2 S' and 1250 1450 650 95 625 1050 1700 2' to 4' thick 5' and wider 2' tt` 4' thick 5' and wider Sxx Ixx Nominal Actual 49 91 230.84 Fc E Depth AREA Syy lyy Para. 10"3 4 x 10 3.5 9.25 32.375 18.89 33.05 1050 1700 From INPUT for uniform loads { toggle 0 1 X repetitive use M 3.03067 k-ft (( 11A1 FACTOR = 1.000 8r'g > 3' 0 from and, 1 2 yes V - 2.201125 k ' to x = 1.0 Le-y = 0.0 Brg width 3.5 in. Br'g L 3.5 in. O.K fbx 0.729 t 1.250 Machine Scres.s Rated Lumber Cv - 0.00 0 0 0 L/5948 for d 01 _ 0,011' from Input Window 0 0 1 0.000' L/0 up L/2132 for d LL = O.031" from Input Window 0 0 0 0.000" L/0 e3wn OK fv 0.073 < 0.095 V redij.,d by OL+LL = O.612 k/ft ' d from INPUT 0.011 d OL from input 5947.812 L/5'48 OK Br'g = 0.180 < 0.625 at < 3' from end 0.031 d LL from input 2132.152 L/2132 t. b° for +Mx O.000 + 0.583 + 0.000 = 0.583 < 1.000 No -Mx No -P 9 4 r �'J PRIIfF � 11.13 '" y v r EGON ��✓fit►' 17.��O� MFS R. T4\G 4 EXPIRgS1 12.31-% ANN", Ti .....,rlMUP.1r11.eWW4N.ti ..."- ....l.n•,, .wr.. .n,r. . ..,.: •.t"f..w...✓.r_,J14'.'4l4'VWI'i'!A.>ti:,.... .,.y.»"..M:v!1 )N tv,t...n,.., !t -, ..':�.'�YnY'hF�.'NO,(,.v1M 4lJAwt itMltLAh. t•llent uedla A US-Ny bb Ibt OLLS nut Marl•aht that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet L-Span 5.5 ft revised 12/1/86 the user's requirements or Tr w 1 ft (Alt] m Main Menu that the operation of the progran DL' 211.5 lb/ft"2 (Alt] g Go To will be uninterrupted or LL 590 lb/ft"2 error free. logic No Spans r/-Mx i w 801.5 lb/ft Sp Loo [ 3.03 k-ft +/-My 0 L (max) 5.5 ft ( 0.00 k-ft +/-P 0 Le x = 1.0 ft My 0.00 k-ft Le_y = 0.0 ft P comp 0.00 kips L length x = 1 ft unsuported L Le x factor 1 See Table 1 Le = 0 when compression face is fully supported for ep Cy UBC 2504 (c) 8 for ey P_tens 0.00 kips L length y = I ft default value Visually graded sawn lumber 0.25 for Le .. Machine Stress-rated sawn 0.11 for Ke V_max_xx 2.20 kips lumber for Le V max-yy 0 kips Cv adjustment 0 L'EC 2504 (c) E • (i-Cv) Glupd laminated timber 0.10 6 ur more lasfor Ke 8r'g max -2.20412 k Load Duration 1 See Table 3 i 1 GLU-LAM TIMBER GL BENDING ABOUT X-X AXIS --------------------------> BENDING ABOUT Y-Y AXiS -•- ------------------ AXIALLY LOADED Bending Fbxx--> Comp. Perp.----- -------> ------- COMBO SPECIES TEnsion Comp. Tension Comp. Shear Modulus Bend'5ng Comp Perp Shear Shear Modulus ensien Comore outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Farallel Parall 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2044 OF/0F. 2400 1200 450 450 165 IB00 1!i00 385 145 75 1600 1150 16 GL MENDING ABOUT Y-Y AXiS ---- -----------> AXIALLY L^ADED ---------- G. Width No. Lams d/•ab'. AREA Sxx I Bending Comp Perp Shear Shear Modulus Tension Compress Modulus 3 1/8 4 6 18.75 18.75 56. Fbyy Fep yy Fvyy Fvyy' Eyy Parallel Parallel Syy i q 10 11 12 13 14 15 16 9.765625 15.258 1500 385 145 75 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued GLU_lAM TIMBER CONTINUED Br'g >3'+ from end 0 1 indicates yes ---------------------------------------------•-------------.--_ 21F-V Bearing width - 3.125 length = 5.5 along the grain Gyfidth d/table o. Lams Br'g Load max -2.20412 k 113_1/8 6 4 Br'g dimensions for Tens., Comp., and Side Face LoHings OR W g u 0.128 < 0.450 ksi on tens. (bottom) face at < 3' from end OR 8r'g = 0.128 < 0.450 ksi on comp. (top) face at < 3' from end 0 Cv OR Br'g * 0.000 < 0.385 ksi on side. at < 3' from end for 3.13' x 5.50' OR fbx = 1.940 t 2.400 L/1535 for d DL - 0.043' from input Window 0.043 d 0L from input 1534.596 L/1535 01% -fbx Q 0.000 < 1.200 L/550 for d LL = 0.120' from input Window 0.120 d LL from input 550.1147 L/550 LOAD-FACTOR = 1.000 Le_x = 1.0 Le.y = 0.0 1 lams >- 6, 0 51(0L4LL)/1000' OR fvx * 0.144 < 0.165 V reduced by OL+LL : 0.802 k/ft • d f•om INPUT (384*GL Exx*( ' +Mxx/fbx OOVENS pen ! OR for +Mx 0.000 + 0.808 + 0.900 = 0.808 < 1.000 4� 11,13 No -Mx No -P REAON F$ R. NSG EiPIRES. 12.31.96„ A-) . ., ,.. a 'I:-., ,ru+.:.'t«.:,...,�. w r.:px fir.+_v r''a,•e,R.MkYt3C.,u.:.;.:, :r,.s,orwMt*xit;.R�r y.:. I .. 7�IMr1�f w nuwu U95ibN IElWLAlt Ghent deem II 09-May 86 iGE does not wdrrai-. that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet L- n 19 ft revised 12/4/86 the user's requirements or T w 14.5 ft (Alt] m Main Menu that the operation of the prograr D 15 lb/ft"2 (Alt] g Go To will be uninterrupted or LL. + 10 lb/f t'2 error free. logic ( No Spans +/-Mx t w 797.5 ib/ft 5p Lot Y ( 35.99 k-ft +/-My 0 l (max) 19 ft ( 0.00 k-ft +/-P 0 Le_x = 1.0 ft _ 0.00 k-ft Le-y = 0.0 ft P-comp 0.00 kips L length x = 1 ft unsuported L Le-x factor 1 See Table 1 Le = 0 when compression face is fully supported for e> Cv UBC 1504 (c) 8 for el w P-tens 0.00 kips L length y c 1 ft default value Visually graded sawn lumber 0.25 for Le Machine stress-rated sawn 0.11 for Kr V max-xx 7.58 kips lumber for LE V-max-yy 0 kips Cv adjustment 0 UBC 2504 (c) E * (1-Cv) Glued-laminated timber 0.10 6 or more lamfor KE Br'g Mex -7.57625 k Load Duration 1 See Table 3 GLU-LAM TIMBER GL BENDING ABOUT X-X AXIS -------------------------> BENDING ABOUT Y-Y AXIS •------------------ AXIALLY LOADED ' Bending Fbxx--> Cohp. Perp.----- -------> -------' COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shear Shear Modulus Tension Compre outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Parall 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2044 DF/DF 2400 1100 450 450 165 1830 1500 385 145 75 1600 1150 1f GL BENDING ABOUT Y-Y AXIS ----------------> AXIALLY LOADED -----------> GL Width No. Lams d/table AREA Sxx I I+ Sending Comp Perp Shear Shear Modulus Tension Compress Modulus 5 1/8 10 15 76.815 192.1015 '441.4 Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel Syy 1 9 10 11 12 13 14 15 16 65.66406 168.16 "1 1500 3P5 145 75 1600 1150 1650 1600 Multiple piece lam 1 0 lam pieces not edge glued GLU_LAM TIMBER CONTINUED Br'g >3'+ from end 0 1 indicates yes ------------------------------••--------------•-----------•---- 24F-V4 DF/DF Bearing width - 5 125 length _ 5.5 along the grain GL No. Lams Br'g Load max -1.5167.5 k 1/8 15 10 8r'9 dimensions for Tens., Comp., and Side Face Loadings OK Br g = .269 < 0.450 ksi on tens. (bottom) face at < 3' from end OK 8r'9 w 0.269 < 0.450 ksi an coop. (top) face at < 3' from end 0 Cv OK Br'g ■ 0.000 < 0.385 ksi an side at < 3' from end for 5.13' x 5.50' OK fbx 2.247 < 2.341 L/928 for d DL = 0.246' from !nput Window 0.246 d OL from input 921.5501 L/928 OK -fbx = 0.000 < 1.171 L/348 for d LL = 0.655' from Input Window 0.655 d LL from input: 347.8313 L/348 LOAD-FACTOR = 1.000 Le-x : 1.0 Le_y = 0.0 t Lams >= 6, 0 5*(DL+LL)/1000' OK fvx a 0.118 < 0.165 V reduced by DL+LL = 0.798 k/ft * d from INPUT (384*GL Exx*( +Mxx/fbx GOVERNS P�rF�r OF for +Mx 0.000 + 0.960 + 0.000 = 0.960 < 1.000 t H No -Mr Iry 11,135 No -D 000 �r%rte' �(•.1.! r i R. f•I\�'� x pi l EXPIpE3: 12.31.96 i; -�11d'q�.'is�Giti�Jtkrax�M1'M6R,tr1GAl 'fF - 'TM r .N �. I.r, urJ•vlILI'Ir LN � VJrtll♦ �C�ell 1. rJ-''ay Ju that the iunctions contained INPUT for Uniformly loaded Joists and beams In this template will sleet L-Span 9.5 ft � revised 12/1/86 the user's requirements or Tr _w 14.5 ft ( �� J (Alt] m Main Menu that the operation of the progral 15 lb/ft'2 [Alt] g Go To will be uninterrupted or Q 40 lb/ft"2 error free. logic No Spans +/-Mx I w 797.5 lb/ft Sp Loc [ j 9.00 k-ft +/-My 0 L (max) 9.5 ft 0.00 k-ft +/-P 0 Le x = 1.0 ft 0.00 k-ft Le-y = 0.0 ft P comp 0.00 kips L length x 1 ft unsuported L Le-x factor 1 See Table 1 Le = 0 when compression face is fully supported for v Cv UBC 2504 (c) 8 for e,. P_tens 0.00 kips L length y s 1 it default value Visually graded sawn lumber 0.25 for Lr Machine stres4-rated sawn 0.11 for K+ V max xx 3.79 kips lumber for Lr Y sax-yy 0 kips Cv adjustment 0 UBC 2504 (c) E • (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Kr t Br'g sax -3.78812 k Load Duration 1 See Table 3 GLU-LAM TIMBER GL BENDING ABOUT X-X AXIS ------------- -----> BENDING ABOUT Y-Y AXIS -------------------> AXIALLY LOADED 8endiag Fbxx--) Comp. Perp.----- -------> __-_--_- COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shear Shear Modulus Tension Comprc ' outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Paral' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24F-V4 OF/OF 2400 1200 450 450 165 i800 1500 385 1,15 75 1600 1150 1f 4 � 9 GL BENDING ABOUT Y-Y AXIS ----------------> AXIALLY LOADED ----------> GL Width No. Lans d/table AREA Sxx Bending Comp Perp Shear Shear Modulus Tension Compress Modulus 3 1/8 7 10.5 33.8125 57.12187 301.1E Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel Syy I 9 10 11 12 13 14 15 16 17.08984 26.70; 1500 385 145 75 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued f� GLU LAM TIMBER CONTINUED Or'g >3'+ from ene 0 1 indicates yes -------------- j 24F-V4 OF/OF 8earing width - 3.125 length = 5.5 along the grain GL Width d/table No. Lams Rr'g Load max 3.78812 k 3 1/8 10.5 7 Br'g dimensions for Tens., Comp., and Side Face loadings ON Br'g = 0.220 < 0.450 ksi on tens. (bottom) face at < 3' from end ON Br'g = 0.220 < 0.450 ksl r.i comp. (top) face at < 3' from 2nd 0 Cv ON Br'g = 0.000 < 0.385 ksi of side at < 3' from end $or ?.13' x 5.50' ON fbx _ 1.880 c 2.400 L/1552 for d OL = 0.073' from Input Window 0.073 d OL from input 1551.948 L/1552 ON -fbx s 0.000 < 1.200 L/582 for d LL = 0.196' froc Input Window 0 196 d LL from input 581.9810 1-/582 LOAD-FACTOR = 1.000 Le-x = 1.0 Le_y = 0.0 p Lams >= 6, ON fvx = 0.141 < 0.165 V reduced by DL+LL = 0.798 I./ft R d from INPUT 5'(01 X1.1 )/'DCO'(364°GL Eax•1 i +Mxx/fbx GOVERNS u � N OK for +Mx 0.000 + 9.18: + 6.000 = 0.183 < 1.000 �� 11 13f No -Mx No -P OREGON 17. 7 MFS R. Nt00 LyPIF1.:S:12-31-95 i MJY.Y,jylll,Ju'14l}Iw,?JIiYMA'wJ1'...n. ... 'a j euuu ucb�lih itMMUlc. �lianc � .,__.,, ., . i that the functions contained INPUT for Uniformly Loaded Joists and Beams in this template will meet i L-S en 19.5 ft revised 12/4/86 the user's requirements or • Tr 1 ft (Alt) m Main Menu that the operation o: the program DIL : 396 lb 'ft"2 (Alt) g Go To will be uninterrupted or LL 500 lb11ft'2 error free. logic No Spans +/-Mx i w 896 lb/ft Sp Logic ( 30.49 k-ft +/-My 0 L (max) 16.5 ft ( 0.00 k-ft +/-P 0 Le-x = 1.0 ft My. 0.00 k-ft Le-y 2 0.0 ft x P_ 0.00 kips L length x 1 ft unsuported L t °•fes. ' le x factor 1 See Table 1 Lex 0 when compression face is fully supported for ex C'a'. 1 ' i Cv UBC 2504 (c) 8 for ey P tdks 0.00 kips L length y = 1 ft default value Visually graded sawn lumber 0.25 for Le_ Machine stress-rated sawn 0.11 for Ke_ a V ,:.*r 7 19 kips lumber for Le., Y max_yy kips Cv adjustment 0 UBC 2504 (c) E 0-Cv) Glued-laminated timber 0.10 6 or more latfor Ke Br'q max -7.392 k Load Duration 1.15 See Table 3 GLU-LAN TIMBER GL b;NDING AWT X-X AXiS -------------------------> BENDING ABOUT Y-Y AXiS -------------------> AXIALLY LOADED - { Bending Foxx--> Comp. Perp.----- -------; -------> +' CONBU SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Sherr Shear Modulus Tension Cnmpres # outer lam in Tens. in Tons. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Paralle 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 24F-V4 OF/OF • 24110 1200 450 450 165 1800 1500 385 145 75 1600 1150 165 GL BENDING ABOUT Y-Y AXiS ----------------> AXIALLY LOADED ----------> GL Width No. Lams d/table AREA Sxx ix Bending Cap Perp Shear Shear Nodulus Tension Compress Modulus 5 1/8 9 13.5 69.1875 155.6718 1050.78 Fbyy Fcp yy Fvyy Fvyy' Eyy Parallel Parallel syy ly 9 10 11 12 13 14 15 16 59.09765 151.431 1500 385 145 15 1600 115(, 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued x GLU LAM TiMBER CONTINUED Br'g >3'+ from end 0 1 indicates yes ------- ------ ----------- -- - "- 24F-V4 DF/DF Bearing width - 5.125 length = 5.5 along the grain GL Width d/table No. Lams Br'q Load max -7.392 k 5 1/8 13.5 9 Br'q dimensions for Tens., Comp., and Side Face Loadings OK Br'q ■ 0.262 < 0.450 ksi on tens. (bottun) face at < 3' from end OK Br'q s 0.262 < 0.450 ksi on comp. (top) face at < 3" from end 0 Cv OK Br'q • 0.000 < 0.335 ksi on side at < 3' from end for 5.13' x 5.50' OK fbx 2.330 < 2.724 L/567 for d OL = 0.349' from Input Window 0.349 d OL from input 567.0717 L/567 OK -fbx • 0.000 < 1.362 L/449 'rar d LL = 0.441' from Input Window 0.441 d LL from input 449.1208 L/449 LOAD FACTOR = 1.150 Lex = 1 0 ley ' 0.0 A Lams >- 6, 0 : 51(OL�LLI/1003* g.' OK fvx 0.138 < 0.19,0 V reduced by DL►LL = 0.896 k/ft * d from INPUT 1384+61-Exxi( +Mxx/fbx GOVERNSC 4 �,iNE I OK for +Mx 0.000 + 0.863 + 0.000 = 0.863 < 1.000 11,135`� 9 No -Mx No -P OREGON MEs a. NSG EXPIRES.12 3l 96 j r J b u y r E a 1y I� 1 I, h ..., a. . ......... , Y.. ,w..... ... .....w.n..M.M.r6irF...yr...:_r..p.�$y.,'.N�y...srtl v i h,.... ,..n ,.. ..1 14W.wi ith�LA4,1ient deem / 09-May 06 ICE does not warrent INPUT for Uniformly loaded Joists and Beams t1i+: the functions contained L-Span 8.5 ft in this template will meet s Trfb w 1 ft revised 12/1/86 the user's requirements or (Alt) m Main Menu OVA. -2 (Alt) g Go io that the operation of the prograft �! 200 lb/ft L156 lb/ft-2 will he uninterrupted or r error free. No Spans logic +/-Mx ( 5.92 k-ft 1 w 656 lb/ft Sp Log ( 0.00 k-ft +/-My 0 L (max) 8.5 ft +/-P e x = 1.0 ft 0.00 k-ft 0 L - mmr P_coop 0.00 kips L length x = 1 ft unsuported L Le_Y ' 0.0 ft i tir i' Le x factor 1 See Table 1 Le = 0 when compression face is fully supported su �M for ex s ,� P_tens 0.00 kips L length Pv UBC 2501 (c) a for ey Ik ... g y 1 ft default value Visually graded sawn lumber 0.25 for Le V max xx 2.79 kips Machine stress-rated sawn 0.11 for Ke - lumber V_mex_yy 0 kips Co adjustment 0 UBC 2501 E for Le c ( ) ' (1-Cv) Glued-laminated timber 0.10 6 or more lamfor Ke 8r'9 max -2.788 k Load Duration 1.i5 See Table 3 SPECIES AND SiZE Fb Fb Ft Fv Fc Fc t COMMERCIAL GRADE CLASSIF. Single Repet. tension Horiz. Perp. Parallel x 10"3 DF-L No.2 5' and 1250 1150 650 95 625 1050 1700 2' to 1' thick 5' and wider 2' to !' thick 5' and wider Sxx ixx f Nominal Actual 19.91 230.81 Fc E Sire Depth AREA Syy lyy Para. x 101 / x 10 3.5 9.25 32.375 18.89 33.05 104"0 1700 From INPUT for uniform lords toggle 0 1 = repetitive use M 2 5.9215 k-ft LOAD- FACTOR r 1.150 Br'g 3' V from ted, 1 = yes y = 1.788 k Le X - 1.0 Le = 0.0 Brg width 3.5 in. Br'g L 3.5 in. OK fbx = 1.121 < 1.138 Machine Stress Rated Lumber Cv = 0.00 0 g 0 L/1101 for d OL = 0.060' from Input Window 0 L/'7/7 for d LL = 0.136' from input Window 0 0 0.000' L/0 0 D 0 O.ObJ' L/0 down OK fv = 0.106 < 0.109 V reduced by DL+LL = 0.656 k/ft ; d from INPUT 0.060 d OL from input 1701.010 L/1701 OK Br'g a 0.228 < 0.625 at < 3' from end 0.136 d LL from input 717.3735 L/717 OK for +Mx 0.000 + 0.991 + 0.000 = 0.991 < 1.000 No -Fx No -P i EDP � 1iv ' r1 00.{e OR N Ge yf�(Y 17,Age, ..., 7 t I ti - K r § t a 17 ........ ..... p: 11117,11 WAD :DESIGN TEMPLATE Client Beam a 09-May 86 ICE does not warrant 0" that the functions contained IMPUT for Uniformly Loaded Joists x;id Beams in this template will meet L n 8.5 ft revised 11/1/86 the user's requirements or w 1 ft (Alt] m Main Menu that the operation of the prugri 200 lb/f:'2 (Alt] g Go To will be uninterrv:pted or 456 lb/ft-2 error free. logic No Spans +/-Mx 1 w 356 lb/ft Sp Lc 5.92 k-ft +/-My 0 L (max) 8.5 ft ] 0.00 k-ft +/-P 0 Le_x r 1.0 ft • 0.00 k-ft Le_y = 0.0 ft P comp 0.00 kips L length x = 1 ft unsuported L Le-x factor 1 See Table 1 Le = 0 when compression face is fully supported for c Cv UBC 2504 (c) 8 for E P-tens 0.00 kips L length y = 1 ft default value Visually graded sawn lumber 0.15 for f Machine stress-rated sawn 0.11 for t V-max_xx 2.19 kips lumber for L Y a>tx_yy 0 kips Cv adjustment 0 UBC 2504 (c) E (1-Cv) Glued-laminated timber 0.10 6 or more lamfor 0 Br'g max -2.188 k Load Duration 1.15 See Table 3 GLU-LAM TIMBER GL BENOING ABOUT X-X AXIS -------------------------> BENDING ABOUT Y-Y AXIS -------------------> AXIALLY LOADEC Sending Fbxx--> Comp. Perp.--.--- -------> -------) COMBO SPECIES Tension Comp. Tension Comp. Shear Modulus Bending Comp Perp Shear Sneer Modulus Tension Compr outer lam in Tens. in Tens. Face Face Fvxx Exx Fbyy Fcp yy Fvyy Fvyy Eyy Parallel Paral 1 2 3 4 5 6 1 8 9 10 11 11 13 14 24F-V4 DF/Df 2400 1200 450 450 165 1800 1500 385 145 15 1600 1150 1 GL BENDING ABOUT Y-Y AXIS ------------ -> AXIALLY LOADED ----------- GL Width No. lams d/table AREA Sxx Bending Coop Perp Shear Shear Modulus Tension Compress Modulus 3 1/8 5 1,5 23.415 29.29681 109.8 Fbyy Fcp yy Fvyv Fvyy' Eyy Parallel Parallel Syy 9 ill 11 12 13 14 15 16 12.20103 19.01 1500 385 145 15 1600 1150 1650 1600 Multiple piece lam 1 0 = lam pieces not edge glued t GLU_LAM TIMBER C(INIINUEO Br'g )3'+ from end 0 1 indicates yes ----------------------------------•-----------------------»- 24F-V4 OF/DF Beai .nil width - 3.125 length - 5.5 along the grain GL Width d/table No. Lams Br'g Load max -2.188 k 3 1/8 1.5 5 Br'g dimensions for Tens., Comp., and Side Face Loadings OR 6r'9 = 0.162 < 0.450 ksi on tens. (bottom) face at < 3' from end OR Br'g ■ 9.162 < 0.450 ksi an camp. (top) face at < 3' from end 0 Cv OR Br'g = 0.000 < 0.385 ksi on side at < 3' from end for 3.13' x 5.50' OR fbx = 2.421 < 2.160 L/859 for d DL _ 0.119' from Input Window 0.119 d OL from input 958.6905 L/859 OR •-fbx = 0.000 < 1.380 L/311 for d LL r 0.211' from Input Window 0.211 d LL from input 316.6188 1./311 LOAD-FACTOR r 1.150 Le-x - 1.0 Le-y - 0.0 0 Lams >r 6 �1'� ,t�� 5*(DL+LL)/1000 OK fvx = n 152 < 0.190 V reduced by DL+LI. = 0.656 k/ft * d from INPUT �� 3f (384+GL_Exx* / 9 +Mxx/fbx GOVERNS � OR for +Mx 0.000 + 0.619 + 0.000 = 0.819 < 1.000 °"E( No -Mx col No -P MFS n. M►G� EXP4f4ES:1?3196 r L�