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Home My WebLink AboutPermit 1390 - Bedford Associates - Office/Warehouse BuildingCITY OF(UKWILA BUILDIN G DEPART ENT E 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 LOCATION OF WORK / NUMBER & STREET LOT OWNER 760 Andover Park West BLOCK PERMIT NUMBER No 1390 SUBDIVISION See attached legal description Bedford Associates, Inc. ADDRESS 1500 S. W. 5th, Portland, Oregon 97201 PHONE (503) 222 -3857 NAME OF BUILDER Rushforth Construction Co., Inc. STATE LICENSE NO. RUSHFC 305 RI SALES TAX NO .0 600 024 538 ADDRESS 702 Alexander, Tacoma PHONE 838 -0756 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS February 3, 1978 ESTIMATED VALUE COMPLETED WORK $ 410,000.00 FOUNDATION PERMIT FEE $ 752.00 FRAMING PLAN CHECK FEE $ 489.00 LATE PERMIT FEE $ TOTAL FEE $ 1,241.00 TYPE OF CONST. V N OCCUPANCY GROUP B -2 DATE ISSUED June 3, 1978 ZONE 3 CM ZONE EXPIRATION DATE FINAL FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD 145 Inas U No DESCRIPTION OF WORK: Single story warehouse with office. 36,280 square feet. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO C ORM TO TUKWILA ODES AND ORDINANCES. Rushforth instruction, I CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY SUBJECT TO •MPLIANCE WITH TH ORDINANCES OF THE CITY OF TUKWILA AND INFORMATIO FILED HEREWITH, T IS PERMIT IS GRANTED. BUILDING DIRECTOR Al Pieper a)r (24-1;4_,a-L, BY CITY OF CKWILA BUILDING DEPARTK: :NT I 3 10 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 )CATION OF WORK / NUMBER & STREET )T NNER 760 Andover Park West BLOCK SUBDIVISION See attached legal description Bedford Associates, Inc. RA' PERMIT NUMBER N2 1390 DDRESS 1500 S. W. 5th, Portland, Oregon 9720 PHONE (503) 222 -3857 '.ME OF BUILDER Rushforth Construction Co. , Inc. / STATE LICENSE NO. RUSHFC 305 RI SALES TAX No.0 BOO 024 538 )DRESS 702 Alexander, Tacoma PHONE 838 -0756 INSPECTION RECORD =NW— BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS February 3, 1974 _ ._...._..TOTAL ESTIMATED VALUE COMPLETED WORK $ 410,000.00 )UNTQATION PERMIT FEE $ 752.00 9AMING PLAN CHECK FEE $ 489.00 LATE PERMIT FEE $ _r- ---- .... ,_.. .... .____ ... ....... .._._..__._.____._ FEE $ .1,241.00 TYPE OF CONST. V N OCCUPANCY GROUP B -2 DATE ISSUED June 3, 1978 ZONE 3 CM ZONE EXPIRATION DATE NAL FIRE SPRINKLERS a ��Y REQUIRED es ❑No MAX. OCC. LOAD 145 ESCRIPTION OF WORK: Single story warehouse with office. 36,280 square feet. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT•OF•WAV OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO C ORM TO TUKWILA ODES AND ORDINANCES. Rushforth instruction, I c. CALL FOR INSPECTION . BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY SUBJECT TO C•MPLIANCE WITH TH ORDINANCES OF THE CITY OF TUKWILA AND INFORMATIO FILED HEREWITH, T IS PERMIT IS GRANTED. BUILDING DIRECTOR BY Al Pieper . TYPE OF INS PECT TON ecelipoyer INSPECT �,'�. P M CONTRACTOR /�%.?,/ f-1)/E. STREET ADDRESS LOT NO. 76c' 4'i' ✓E'iee PK 10. PERMIT NUMBER 13fr' REMARKS OWNER. �~ r"49/t4 7ee va i h��v �° Y F L4/4 4- A.14 TREET AS DDRESS .7 A24,4, d e pit, 4), PERMIT NUMBER I3 9 o INSPECT F,N4 L REMARKS A.M. P.M. CONTRACTOR 471/5441 Tiffs% OWNER 04_ 4 .14.e 4 _ Eiv TiPs�A/L'E S. No L. v ".�.� S��i�r•�. 44,7 oN., Ar7-- r . Sr 51 4t CITY OFirliWILA BUMS DEPAR`I V9T 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 DCATION OF WORK / NUMBER 81 STREET DT INNER 764 AN661/zR BLOCK SUBDIVISION APP -7-7-9 DDRESS '. 1 C P PHONE i t STATE LICENSE NO. E.() ,4-R, -30ci SALES TAX NO. G ()Of) Z DDRESS . � P , f PHONE ECEi Er ') B APPLICATION . ESTIMATED VALUE / r- /� r h r . P PERMIT FEE • 7s�d J J PLAN CHE K FEE $ "- LATE PERMIT FEE / TOTAL FEE $ / TYPE OF O OCCUPANCY 1 T FIRE U USE / A/J FIRE SPRINKLERS M Yes ONo O MAX. / nalsosraramms ■ESCRIPTION OF WORK: C) NAKE OF TENANT 1. NATURE OF BUSINESS: THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINAN ES. LOW APPLICANT BY ii • ' ' "3QTALPARCEL 1'; ]: r,ziCZ .,, i'7'i" Mi l'lX . L hw ": .]L'. '.'x.'1.x'� mow. r _. ,...• .. - "._. J- .'..ir� . ;: 1 'That.`portion' of. :.the - :Northeast quarter of-the Southeast quarter, and of the South tasL quarter;` of the Northeast quarter, all in Section 26, Township 23 North, ange4.East.0:M., in King County, Washington, described as follows: eginnint:.the Southwest corner of the'said Northeast quarter Of the Southeast quar.te'r; thence South 88°12'32" East 30.00 feet to the Point of Origin of the rce iterl ine of. the P -17 Drainage Channel, *which Channel continues South 88'12'32" ,East' to terminus at the Westerly margin of Christensen Road; thence continuing South:•88 °12'32" East 360.00 feet; thence North 01 °47'28" East 69.00 feet to the Northerly'margin of Minkler Boulevard, and the TRUE POINT OF BEGINNING; thence continuing North 01 °47'28' East 967.57 feet to the Southwest corner of Andover Industrial Park No 5, as recorded. in Vo'lume.83.af Plats, pages 22 and 23, Records of King County, Washington; thence- continuing North 01 °47'28" East''" along the Westerly margin of said Plat 672.06 feet; thence South•iesterly :along:. a curve to the right having a radius of 410.28 "feet, the center of which bears North 88 °12'32" West, thru a central angle .of:82 °57'39 ", an.arc-distance of... 594.06 feet to the Easterly margin of Andover Park West as recorded under Auditor's File No. 6355529, Volume 5095, pages 63 and 64; Records of King County, Washington; thence South 01 °47'2811 West 1182.44 feet; thence along a curve to the left having a radius of 50.00 feet, thru a central angle of'90 °00'00 ", an arc distance of 78.54 feet to the Northerly margin of Minkler Boulevard; thence South 88 °12'32" East 310.00 feet to the TRUE POINT OF BEGINNING. SUBJECT to a railroad easement over the Easterly 23.50 feet thereof AND SUBJECT to a railroad easement 17.00 feet in width, the Northwesterly 'margin of which is described as follows:' Beginning`at the Northwest corner o Lot 5 of the Plat of Andover Industrial Park No. 5, as recorded in Volume 83 of Plats, pages 22 and 23, Records of King. County, Washington; thence South O1 °47'28" West along the West line of said Lot 5 a distance of•11.94 feet 'tol.: the TRUE POINT., OF BEGINNING; thence along a`curve to.the. right 'having a radius of 410.28 feet an arc distance °,of .624.18 feet, thru .a central angle of 87 °10'00 to the centerline of Andover Park West , and the terminus of this easement. The Westerly boundary of this easement .being .a line running Wort 01 °47'28" East and South 01 °47'28" West' through: said terminal point. AND SUBJECT to a railroad easement 31+.00 feet in width having 17.00 feet of s,aiti width on each side of the following described centerline: Beginning at the Southwest corner of Lot 6 of the Plat of Andover Industrial Park No. 5, as recorded in Volume 83 of,Plats, pages 22 and 23, Records of King County, Washingl thence South 01 °47'28" West along the Southerly 'extension of the West line of s..i Lot 6 a distance of 561.57 feet to the TRUE POINT OF BEGINNING; thence South 02 °34'21" West a distance of 91.82 feet; thence along a curve to the right, havir a radius of 410.28 feet, an arc distance of 617.36 feet thru a central ang1 of 86 °12'53" to the centerline of Andover Park West, and the terminus of this easement. The Westerly boundary of this easement being a line running North 01 °47'23" East and South 01 °47'28" West thru said terminal point. AND SUBJECT to an easement for Southerly 15.00 feet thereof., utilities over the Westerly 15.00 feet and the RUSHFORTH CONSTRUCTION CO., INC. General Contractors 702 Alexander Ave. • Tacoma, Washington 98421 • 572 -4774 - VE 8 -0756 City of Tukwila 14475 - 59th Avenue South Tukwila, Washington 98067 Attn: Al Peipers Building Department. Re: Bedford & Associates Building Dear Mr. Piepers: We are writing to confirm the phone conversation of today regarding the requirement of fire sprinklers on this project. In talking with the architect, he has informed me that the main change to the prints that you now have will be tollower the wall height of the concrete dividing wall between areas B and C. The 30" parapet will be eliminated. Other than this there will be only slight cosmetic changes made to the exterior of the building. I understand that there will be no letter of commitment needed from a sprinkler company, but that no certificate of occupancy will be issued until the sprinklers have been installed. I also understand that there will be no re submittal required for this change. Thank you for your promptness in pointing out the requirement for a sprinkler. If we can be of any further assistance please contact us. January 23, 1978 ndy Ru =hforth, ice - 'resident SHFORT ' CONST 't ' TION CO., INC. 44, Jordan Casper I Wondman I Dobson Architecture Jructurai Engineering SNITVE & SWENSON. co N STILflNO NOE2UU.% January 31, 1978 City of Tukwila 6230 Southcenter Elvd. Tukwila, WA 98168 Attention: Al Peiper, Building RE: Plan Review #73-S-C2 Gentlemen: Official 6Ok COLMAN .BUILLING reATT!..x. WA.SIFII.N436i014.7 S 10 4 T.TELEVIZONX (O4) 62 4 -.4 3. 5G PO% r„.:- at; We have received revisions to the proposed pliins for the OH-ice & Warehouse Building for Bedford & Associates and nave reviewed them for compliance with Chapters 23 through 29 of the Uiniform Building Code, 1976 Edition. All of our questions have been answered satisfactorily. Please note revisions mark in red on the plans. Please call if you have any questions. Sincerely, SMITH & SWENSON, INC. ,,. ,/ /, / / I , / i Richal Smith cc: Rushforth Construction Company 702 Alexander Avenue Tacoma, Washington 93421 3664 Grand Avenue, Oakland, California 94610 Telephone 415 1 832 I 54�� gr 1 CI &Di p PLAN 45111,,'; PLAN EVATIONIS PARTIAL, F4.001R. P L N 4 A1 4 A SCtJL1 LEIC4E-N05, VOC)k &a. VstrINOVii' OSTAltr. bUILDiNCI CROSS - secrioNs lw%(P1CAL W4'44wL SECTIONS 7 TAr Iv CAL. WALL. 4,45E:P47'1 ONS P1AL, o," LJ Cs.akTi ON PLAN - AREA A PAR:71.4,1,,, F.0 ft4 OAT! ON 54. FLOOR F' L N R r ) RTM L F T W & FLi 00 Ft PLAN vi a Ii T1,4*.lui, ROOF. F42•4.P411144 PLAN 12 •PAreri ROOF- glZsatt4,11%14 PLAN PAIZT1 AL. ROOP :.!ZAt,11(slq PLAN 14 SECTIONS ! TLJF %%ALL PAN,E-1., 11.717,•,?r,4:1LS cigC0E- ,S5,:k17.1 ON Si. leET,E4t 17 SE cdrioNes &,..C*TA.110.5 mrsceL.L,46•4eol.,;s cerAirj • Typitc... cs1'404 :..1;P:NERAL 20 ,A4R Erifk A At Elk C • 1 '40 t•.■ 4 Chairman Xirspp and Commissioner Richards both questioned the useability f some of the parking spaces indicated along the east elevation. Lance Mueller, architect, explained that the Commission required more spates . oriented to this:portion of the building and this is the only my in which to .latomplish it: Also explained that cars will only be 'elle to maneuver Ihth!?.n.trucks: are not parked, Motion by Mr. Richards, seconded by Mrs. Avery and carried to approve the revised plans with the following stipulations: 1 � Treatment indicated for:west elevation be applied to all elevations. Architectural screening of roof-mounteo equipment. BAR approval of detailed landscape plan to include treatment of i yard prior to issuance lf Occupancy Permit, Eliminate those parking spaces along the west levation to provide 40' truck turnilip rad;us. Mr. 'Richards noted his ,oblection,to use of the truck parking areas for car. parking/ maneuvering but .approves this because of ,the -Planning Commission's previous review requirements- 100 N Al Pieper Building' Depart:len. City of Tukwila Dear Al, Le: Bedford Assoc. (760 Andover West) In reviewing the above mentioned project plans, please note the following items: Per UFC Sec. 10.113, At every required exit doorway, and wherever otnerwise required to clearly indicate the direction of egress, an exit sign with letters at least 6 inches high and readily distinguishable shall be maintained". 2. An automatic fire extingu!sning (sprinkler) system is required and shall be installed, designed and tested per City Ordinance #730. (Please note this ordinance is a separate requirement from the UBC) 3. Fire hydrants are required as detailed in City Ordinance #729. Fire extinguisher type, quantity and placement shall be per NFPA T:=10. 5 Protective guard posts or curbs are required around all gas meters, electrical vaults, sprinkler valves and hydrants. Please include these comments in your mentioned project. file •"yrd. #729 & 730 review of the akc Sincerely, (4,), James A. Hoel It (;:i..A4s5,60DiRs 194#4"LC L: ot: sr: tit tie4/946ea fifivo IN im Alger" • Agth Oitive4: teeibi?* qgr # 110.0.15, me,4 vo+f, W fi ti 51 w 411:w"e ogre C1,1 Pfre L 4 r Fog FR.4,161E140 PR.0 Re writ f*T• es: 11) 4,56,40 ON P 4:10:1* rot PO. 01410,4% fir eritve-ititt-Yelzfre 4 044)sietAr--1-- SE ht apt: p adie hfp * twocJab Atit.f., Fie Ito um iw.ii.„45 Via 1,...i00,11$,a gperai riiedi. Noel Fi e • r1121100111100•21000Paimr go............00000000101,0110100001=0000- Mr' -COPY. • - .• __. • 4.--, ...i, ,....,......„.•...:.. ,,,,..„.. .. 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Co tie C. •�" It .�Y ,ter J. i . 5 .t' S,e, ..'b �. j -69.00 -r„ sx•.- ,mow - ^_ N r�•i.i�r, Pyf.: r --- 269.85- - R :�5r�r0..00' Corn bin €d PARCEL C 'O 2.63 / Aires cj 13 bto l< --•34 Rai /road CO - 502'34 6V i 9LB2E� 3/9.85 • -- -. S 0/°47"28" / / /IC2.44 - 762.59' PARCEL B 2/05 Acres i- 23.5 " P• oiLroad tcremcwr,' 4 / 967,57, - 3O'Non -F_xc /use /,e /.,g, ess stE9r-ess Ea'senn2ni- 49Z72" /L' "E 5'6/ 57. PARCEL _A The northerly 15Ofeet of the southerly -59.85 feet of the nerein,lfter described TOTAL PARCEL" PARCEL, E. The hereinafter described "TOTAL PPRCf." of ?aed• ex, :eptien, theref,T7 the 5Outheriy 469.85 feet. PARCEL_ C R ;? (combined) The southerly 319.85feet of the herei ,,Ifter described "TOTAi. PAPrE:1- "- NON- ExrtUS:.r :'l';; :s AND Et,Hicc zi.:c!�Cr,7 The weste, y 30 feet of the easterly 53.5 feet of combined P.:rcl; C and D. y tl� w�h rq� N07--; This /Yap 219res-er/ /A Boundary Zine A, d, jeisimern/ Of Short ,P /o No 77 - /4 -S Tukwila, Wash/r.,(2/on, L9a7ted May /9,1977 Piro Ajv O0429- 7705/9 0841 -A -Rf -/5'..v;, ',y case.ne. 672.06' A=82°57" 3Q- L-59C -JL: ` 1 "TOTAL PARCEL That portion of the Northeast ,,artcr of the Southeast quarter, and of the South- east quarter of the Northeast quarter, all in Section 26, Township 23 North, Range lr East, W.n., in King County, Washington, described as follows: E:•ginnin; at -the South: -.ent corner of the said Northeast quarter of the Southeast quarter; the,-Le. South 88'12'32" East 30 -00 feet to the Point of Orrin of the centerline of thu P --17 Drainage Channel, which Channel continues South 88 °12'3'" East to terminus at the Westerly margin of Christensen Road; thence continuing South 82 °12'32" Fast 360.00 feet; thence North 01 °47'28" East 69.00 feet to the tiortiv rly margin of t:iokler Boulevard, and the TRUE POINT OF BEGI11NlNG; thence continuing North 01 °47'28' East 967.57 feet to the Southwest corner of Andover Industrial Park N. 5 as recorded in Vc':'^:e 83 of Plats, page,& 22 and 23, Records of King County, Washington; thence continuing North 01 °47'28" East along the Westerly :r ryin of said P1ai 672.0 : feet; thence Southwesterly along .a curve to the right having a radius of 1110.28 feet, te center of which bears tlbrth 88'12'32" West, thru a central angle of 82'57'39 ", an arc distance of 594.06 feet to the Easterly margin of Andover Park West as:recorded under Auditor's File ?lo. 635552),.Volume 5055, pages 63 and 64;- Records of King County, Washington; thence South 01°4728" West 1187 -44 feet; thence along a curve to the left having a radius of 50.9D feet, thru a central angle of'90 *00.O0" an arc distance of 78.54 feet. to the Northerly margin of hinkler Boulevard; thence South &3712.'32" Fast 310.00 feet to the TPUE POINT OF.BEGI1IIi1C. SUBJECT to a railroad ease,-lent over the Easterly 21.50 feet thereof. AND St 3J CT to a railroad easement 17.00 feet in wiiiti,, the Northwesterly rargin:of aiaich Is described as foliows: Beginning at theNorthwe5t corner of tot 5 of the Plat of Ando'sr. In ±ustriai Part, No. 5,: as recorded in Volume 83 of Plats, pages 22 and 23, Reccirds of King County, Washington; thence south - 01'472S" West-along the West t r :e of said lot 5 a dis a,.,,r: of l I.94 feet to the TF.UE POINT OF BEGINNING; thence -long a curve to the' right graving a radius. of 410:2$ feet an arc distance of 624.48 feet, thru a central Angle of 87'10'00" to the centetl ins of Mdover Park West, and the terminus of this ease rent. The Westerly boundary of this ca.erant being a line running.North O1 °47'28" Fast and South 01'47'28' West though said terminal point. A'13 SUBJECT to a'-ailro,sd easement 34.00 feet it width having 17.00 feet of said width co cath side os to following >''es riled centerline: Beginning' at the Southst corner of Lot 'S of the Plat o. Andover 1rJustrial-Par•r, tio. 5,, as recorded-in Volume. 83 of Plats, paps 22 and 23, Records of King County, Wa5hlnoton; once South Oi "47'28" West along the Soar -arty e>:tension of the west dire of said Lct 6 a tie tare of 561.57 feet to the TROE POUT CF BEGINNt12G; thsoce Sour 02 j;' ?l" cs a d'sta ce of 91.82 feet; thence along a curve to the rt hevi-.. a relicts of 413.23 feet, en are. d.sta:ce of 5'.7:36 feet thru,a central angle of &12'53" to the cennterline of Andover Park, tdest,.end the torraihus of this easement:. The .Westerly boundary of `this ease: :e_ -t'- b'ir.,g.:a'lirar_ - ry :rr.in; ?forth (.047'22'' East and South Cl 1 % est thru said terminal Point SUZJECT to an i..-35cr,ent _for uti l f ties over the We >teriy 15.00 feet and the Suthcr'.y 15.00 feet thereof Co- .taining-10.976 acres, more or less. CO) pp�}y, I[Y� ct Vi/ chva a e� 0 w FARCE LS AN DOVI AV general notes typical catch basin detail grading plan office and warehouse building site plan elevations exterior finish schedule partial floor plan area a room finish schedule door schedule material legend finish legend door types storefront details door details window details building cross sections typical wall sections typical wall sections partial foundation plan area a typical stepped footing detail partial foundation plan area b floor plan partial foundation plan floor plan area c partial roof framing plan area a glu-lam camber diagram column line 2 glu-lam beam camber diagram column line 3 roof diaphragm partial roof framing plan area a glu-lam roof diaphragm partial roof framing plan area b glu=lam camber diagrams partial roof framing plan area c sections plans details tilt-up wall panel details sections sections details roof draing overflow scupper roof vent detail stud wall at roof stair sections railing section miscellaneous details • I Endineerin Grand Avenue, Oakland/ Californb 94�10 Telephone 415 1 832 5466 FIN, eFE. .0046c rAvi (4405 oowat, PtR L A T (404 voweL„fc,...? 12.°41-c•-• P2/145 + PA:141 'CON C. FLR LAte? 1,4,-/ c•ii: 2, " o, c, . O}C F S Ab 4,4.... ...MAO 4101.440.024. t—_ --,... —..—......,...1.,... :$4 PO4�L s €' 1 " c, • • .- • 2.*c.):7 DoWEL,E)' PEf. Pi LA. e-dera ft.... -••• ••• ..;• •.• • •••••• ••,.1••• ••••4.1L• • ' • • : • • • ••-t :147 " • fr, •• *1 • , •••• , , r • • , °-774e1(M.' •• 7 ' • •- •-• KWILA WASH • • • • . ; • ••• •.• '01 ti.t'o' • • ••.,Cpe' • • .■ • • • " • +;..•••; • 't • • • . `.1Kf • • $ __. '1• 0.0$ „ .e ' • ,••• T.; • •••''1•0 ,■°•; t ..„ • • 11•4. ••• 1?"•• • • V •," •••• V. • 44. ,, • ••••'••'" 'e. •••.. . Rr • • • • • — , . • 4,74 .• r,•• . . ' )^, ..•.: . fl ......... . . ..::` ..r...L..•,, V.V.'S. ‘7"; ....,.., .11 , , •.: , ...). .4.7.• . it - .. :r.,.. , .3, .,,,,,..7•5:•,9•'.4': , . , .. ,,,,.‘ ...,,,,,,,,,, ..s... •••••••,1,0. . ' sections reinforcement at typical wall opening typical opening in foundation concrete slab contraction sections typical lintel panel elevations typical details and general notes