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Plans b GENERA, NOTES CODES AND STANDARDS+: fLUILDER/C:ONT4v4CTOR_RESPON51B�..ITiES: PLYWOOD U B JOISTS: 7 E. Provide corner bars acme size and spacing as horizontal berg and project q A. All materials and workmanship hall conform to the requirements of A. It is the responsibility of the Builder/Contraactor to obtain appropriate A. Joists Shown on plans as 'BCI' to be 'Boise-Cascade I-Joists" ore equal. ,� p J p q i state, or p q 32 diameters each way or 2 -0 x 2 -0' minimum unless de'.ailed otherwise. O , the State of Oregon 1998 Edition Structural Specialty Coda and Fire approvals and necessary permits from city, county, sta e, o federal Joist assembly to be tested under UBC testing procedures, . O and Life Safety Code as well as the Uniform BuildingyCode 1991 agencies, as required. B. Complete Joist designs bearing the stamp of a professional engineer F. Provide (2)-*5 bars around all openings and recesses. Extend these I i� 9 registered in the State of Oregon to be Submitted for review. bare 24 inches beyond the corner of the enin s. Edition. B. The Builder/ConLre etor is responsible for setting of ancl^tor bolts and erection y op g in, 9 g G. Contractor shall provide and cast in all necessary inserts. ; N of ate�elbutlding components in accordance with construction drawings. C. Floor framing members shall be designed to support the p y I Temporary supports or bracing required for the building erection will be i•�e. All welded wire mesh shall be furnished in flat sheets and conform to specified loads and limit maximum total load deflection m r` the responsibility of the erector to determine, furnish and install. ASTM A-185. , p y to L/24O of the span and limit live load deflection to L/360 of the span. O DESIGN LOADS: (TENANT iMFROyEMENTS.� C. All nuts applied to base plats anchor bolts shall have Lock-Tice D. Joist manufacturer to provide all epecta lty items needed fora normal I"1ISC 0'' (or equivalent loe:king compound) applied to them during tightening. and complete installation of floor Joists. The manufacturer shall all Y A. Floor Loads (mezz) Dead Load = 10 per D. Secure flashing4 and closures per manufacturer's recommendations associated load transfer blocke, hangers, bracing, blocking, and A. All Doors to be metal with HM frame. 0 ' W Live Load = 125 psr at 12' on-center maximum. beveled plate as required to finish the framing. B. Provide blocking in restroom walls for grab bar installation. = Q B. Seismic Load Seismic Zone 3 E. Alternate Joist or truss system shall be tested. Results of load test on C. Budding to be equipped with a fully automatic sprinkler system in 0 0 STRUCTURAL WOOD: component parts, full scale tests an Joists and an analysis of test results sha1I accordance with U.B.C. Chapter Z. A. All structural wood members shall be Coast Region Douglas be submitted to the architect for review. Fir No. 2 or better grade as noted in National Design Specifications for Stress Grade Lumber and its fastenings, A unless noted otherwise. ENERGY CONSERVATION: BUILDING LEQAi B. Ali studs to be 1")ouglas Fir stud or better as noted in National (n CONSTRUCTION TYPE V-N GENERAL REQUIREM NT5: Design Specifications for Stress Grade Lumber. A. Shop - Unheated (Roof R-I9 I Walls R-13, provided) I •', C. The Contr�octor than furnish and install all bolts, and FULLY SPRIhliKLERED M u - B. Office - Walls R-13 3 YARDS > FAO' ,N = VO A. Contractor shall be responsible for all construction methods, plates as ra uire::d to complete the ob. - Ceiling R-19 Z te P� q �'' J ng ALLOWABLE AREA = 48�'dO0 FT w techniques, sequencing, and safety required to complete construction. D. Washers shall bed used under all bolt heads and nuts bearing on wood. C. Windows - Double Glazed, Low E, V2' Air space PROPOSED AREA = 26,300 Fr 0, Q W B. Contractor sha Il verify all dimensions and details prior to proceeding with E. All wood members in contact with concrete shall Office U=0.54 Max. Z T.I. OCCUPANT LOAD: a', ®° construction. All discrepancies shall be approved by the Engineer of record. be pressure treated. D. Provide Warm Side (In Winter) Vapor Barrier 1 C. Provider A 6-mil. Blade Polyethylene Ground cover t�PSTAlRS 3 ' . Contractor shall verify all required openings on Mechanics I F. All nailing not shown aha 11 be as called for in U.B.G. table 23-Q, OFFICE = 2 p, and Electrical plans. nailing schedule. F. All penetrations in building envelope to be caulked STORAGE = 1 >- . a. G. Al! floor sheathing to be 5/8' CDX plywood with T 4 G edges, and/or otherwise sealed. DOWNSTAIRS = 1 p I Z m mi G. All{ Doors to be meta I with HM frame. NEW OFFICE _ 2 Z ' Z}_ o . Provide blocking in restroom walls for rab bar installation, EXISTING OFFICE = 2 INSPECTION AND TESTING: F'L1'1UO0D: g g CO ', Q 2 1. Building to be • quipped with a fully automatic sprinkler system in STORAGE = 3 O ,: C..t W et A) WALL Sf4EATi-ilNNG - '1/16 OSB OR CDX PLYWOOD 51 -ZING accordance with U 3.C. Chapter 9. TOTAL LOAD: = 10 ' D ` 0 A. All construction shall be inspected in conformance with the Uniform �- p U„ Building Code 1997 Edition ano( the State of Oregon Structural WITH EXTERIOR GLUE Specialty Code 1998 Edition. B) MEZZANINE FLOOR 51-IEAT4.4ING - 3/4' T4G PLYWOOD OR ACCESSIBILITY: 23/32 O35 SiEATI-ZING WIT►-I PANEL INDEX 4/24 WITI-I EXTERIOR GLUE A. All door hardware to be lever handles conforming to ADA Requirements, . B. Door thrsi-bolds to conform to ADA requirements. -1' e a: D „ i- I o a,Q, Et M ennMN N'4 ry SS d , _____, ---------57,,,<,,r---sGr'3'‘ — ..., w _ r, v), . \+v'"� 1Ccb '. ' r, N i`` ‘109 '''1) "-q ''' .'"'.... .----;"7-10 ',, -01' ' nit,,,,,o� ,-,N0 '' , ._' 3 ° - s.t - U S N!? -� y::,,° dr94 M sr ' !4 b -1t `f` V 7 I.Ern Ie.Sf"4 ISM 1 L 11 YL3 W/1L Law PER PLAN44 '' ; ,'� 'v ,'� j 12" EXTENSION '°' „,„ W 1 ii i --' ;= ----_ ON OPP. SIDE Z,,,', ; _1 ___________] n 7--/--A 14” LVL HEADER Z ..,„ D , ...,...... ,,..... . z cs) . ,.....,r, ,,,, „,,,Q , XI DEMISING WALL �j 4 ::::...1 0 , \ E STING DE iS NG LL STOAGE MEZZANINE PER PLAN 9 i rr-- `/2" PLYWOOD , xI2 STAIR 1 r __-�11 I- 14'-0'J 1-HANDRAIL EACH SIDE 22" EXTRENNSiON Oer , ` r4CK5 3'-0' 11'-0' (WALL SIDE TO WALL ON OPP. SiDE 2x4 STUDS Ifs OIC -- $ 12" TOP EXTENSION ION ' ` i 22" BOTTOM EXTENSION) c'J w/ 54' GWB. 50TI-1 SIDES e s$ GxWB� I- (1-l-I .) ;� •, __ TYPE x El ECT. i t I . ...\ P NEL ` - L-31x3'x'/4' CLIP STUB WALL- I 6 ® W/ %•41,x33/4' H.K.B. 2x4 STUDS g Imo' 0/C 1. 1 -J L " ``% — ---- ` till� TO SLAB, TYP. r ID " siN - r r�i. ;� STAIR SECT. , , \ ill i_i-______. / EXISTING '■ , .._ 511I. , .__.... , ,... • -etz- SCALE: 1/4" = 1 '-0" 0 : 1 = � r - BALLON FRAME W w/ 2x4 STUDS - � ----, r- _^ EXISITNG 1'-4"xl'-0'" © � Z — — a3y I _ _ _._. SHOVEL FOOTING ' '$ z < ` 2x6 It - � 0Z NOTCWE1D N 0 0 r_ ;►a►.!/s��i►a'.I/.IS►.P►.P�Ar��IAPiI.A�I►I►I'�r►A ©N 1I�►��r.�.r�s��/.I��r��I�/IG/'�I��.��►/�: f^ -4/11 allow . 4 1-ilCsi-1 i-iALF WALL f � Z Ark 0 XlTNG DEMISING WALL �: ® / ,,A. STORAGE MEZZANINE r • in 1 0 / / ,� • Z (0 < ' ! 0 ' I CSC„) I _I 0a NEW OFFICE ; ��,.,. NEW 14" BCI J• STS �1 12" o/c P e-- . . r E ,:,ri- '0 REMOVABLE ►-- - -- r / INC SECTION F0,; x I RAILING EC ON Z EXISTG OPENING 9. / /. / rim .5 s._ 14' UJIDE x 14' i-41G1-1 Flung, .. La_ V) _1 i . F ■ 5'-0' - r, a-- Q / I L.LJ 14 gir`, / 1'-4' MINI 4 / STI-2 ii - / . e / ? CLG GISTS * 24" a/ _ _ �- 100 : LL4.<.' . - CI ___ VP 11411V w ; I <U EXiST'G 14" = JOISTS '� 12" o/c p. . 8 i 9 I 1 I o ' c-\_ EXISTING OFFICE / RECEPTION WAREHOUSE iCE _ — _ ��; I ' -- -- -- I -- -- -- -- —I ' _ f Cv —., . 1 I ,ERUCT tj 1r- J 1 I I cj _ 1 1 I 1 �`�E® P�OF�S_ _L , ,_-I L— 1. 8 10 r 1 1 1 _ I I I [ I �' Ma "'Air/Pr A par ./:.,./zzi 1?2== OF AINNINNIENENNINEEN70 Pim . .=Z,_/, r I or L G A/ p _, - a --,, e°;«,` l-2 'EXPIRES: DEC. 31, 20001 cu.,_, __ , _. DWG . NO. ___, J� -- „--, . ,--) T I 1 . , c,..: s-: , . (.., ,...„ .,-,-) FLOOR PLAN - MAIN LEVEL FLOOR PLAN - MEZZANINE LEVEL FLOOR FRAMING PLAN - MEZZANINE LEVEL CEILING FRAMING PLAN - MEZZANINE LEVEL SCALE: 1/4" = 1'_0" / = 1/4" _ ` SCALE: 1/4" 1'-0" SCALE: 1 4" 1'-0" SCALE: 1 4" 1'-0" o f 2 i -ANN A ,r - L 1 ,0 i NFL , } 99 ..,23-S , I I li a Vik 2x STUD WALL a ----- _,' OtICE SIDE ` WARE+1-1OUSE SIDE "ma w • 1/2' : EATI-IIN G EXISTING STEEL STUD +� 16' G.G. s EXISTING DEMISING WALL 2x8 CEILING JOISTS 24" o/c 5/8' S1-1'EET ROCK pj ' 5/8' TYPE 'X' G.W.S. E S G STUD WALL ;' 1/2'4x0'-I®' A.S. R-19 INSULATION �' PER PLAN ' ,� 4'-0" O.C. N 6` CONC. SLAB 0 NEW SEARING WALLS 2x8 LEDGER CO . t� W/ 6 x6 xW2 9xW2.9 W1JJ.F. X-CF CONC. SLAB • 1/.714,x M I-I I L T I KS I I Q p HILT! X CF W/ 6x6xW2.9xW2 9 W.W.F. EN. * -0 O.G. 0 6 4'-®' O.C. vm..p■m...m.wwmm...m...E... LU OFF I C w= Q � l �tf AVN7-7•71,;17"17FAL:1 0 0 a • • NEW 2x4 16' O.C. EXISTING STEEL STUD ! 16' O.C.—° STUD WALL , 6" PER PLAN' 6• (2) x CON'T. DEMISING WALL W/ R-13 INSULATION , 3 C TM. SIDES EXT'G 3%�' PLYWOOD 54-ITC. `LR. S ON 14' SCI 600 0 12' O.C. 4/'f ti NOTE: ALL FOOTINGS EXISTING PER PLAN - 1 ? to cv: in. z, NONA !N WALL FTG. 1 TYP. faE.ARING WALL FTC. ° Z it r 2 FIN. FLR. p�w p -t, 5 SCALE: 3/4' : l'-0* TI-2 SCALE: 3/4' e !'-rd' TI-2 sir�JSS r�r+.rrsi�►i i� iiiiii:.riiiii• ii�isitirniisi►iiiii�.i�riiriiiii �fi�r�s ri�ferii►sii�rsi►it�iiisi�►sii►i►iii►.i�►,riiii�ii�siiiiiriri�i► ►irs►,nsrfiii�.�►ii►ivi��i�rysiii� + 1 _,¢ `'.�' allif , � ` W 0 , � z m} 0 lx WOOD GAP lx WOOD GAP - V) a 1331 . ©J" E X T G Y TYPE X GWS C E I L I N G EXT'G. R-19 INSULATION a 4'-0" 4-ALF-WALL 4s-0" NALF-WALL PER PLAN PER PLAN I EXISTING OPEN AREA , ii..n EXISTING 2x8 * 16' O.C. i ( 0 N DEMISING WALL EXISTING OFFICE D (n °og,,n $ W/ R-13 INSUALTION ! ct cn rn o a i �,, ! EXISTING 2x4 0 16' O.C. , i" N p v°i,M §I -! INSULATION VERT. 2x6 �► 24 o/c R 9 Oh .� E.N. ( BEARING WALL r �i;"'�.,,`�A Mc�^M ,�, EN. NG G+�--IED AROUND i W/ R-13 INSULATION a y LVL ,1M JOIST -19 INSULATION R to �v ••' ', 3/4' T 4G PLYWOOD i J � o w 3/4 T�G PLYWOOD j z it fJ/I////%If/J//J/INI/f/l///Jf/II T.we l/f///I Y//f//Y//.'J////Y/////////l/////////�l//H///////!/////A'•c f �a� tit ►zl o j J • SCI PER PLAN II 801 SOX NAIL 114 ', 1 TOP 4 STM. I 0 I` i'' • ii 1 EXISTING 5/8' 61 4EET SOCK j 0 IN SMII kke° 11! MIN (3) 1601 SCI PER PLAIN '—� ' EA, STUD , , ,. ., .„..„., ,,,,. . SIMPSON 435 CLIP + 5/8' TYPE X GWB F 024' O.C. ere (2)-801 SOX 8' TYPE X GWS 54' TYPE X GWS TOE NAILING ,; \ u , , „:„„:,,, ,,,,,,,:,, , 6 2x STUD WALL 2x STUD WALL :: PER PLAN I PER PLAN R-13 INSULATION EXISTING 6' CONC. SLAB ��° � *"PER PLAN t : .,,,,,,t, . ,,,....- WALL TO MZZ. CONN. PARALLEL EAN C WALL TO ME ZZ. CONN. ,. ,'r Try, =..ax.:... 11-2 �_� SCALE: 3/4' 1 -S 3/4' = I'-0' TI-2 A a REMOVABLE Sys' Z (2)-2x4 'T' RAIL EXIST'G STEEL p �* p,^w '•CA lx WOOD GAP BEYOND STUD WALL °' z= ' ' sow i w/ I-IE.4DER { Z !—� S STEEL TRACK «,, ,r �; `. ---� EXISTING CFFECESECTICN n I A TI-2 ►c, 3/4" = 1I-0" • 4' 1.1ALF-WALL � � PER PLAN BEYOND 72x8 e 24 - INFILL WALL • ICA (2)-2x6 • " NOTC1.1ED AROUND ir NEW CONSTRUCTION LVL RIM JOIST 1 13110- 4 WRAPPED w/ GWE Eh. R-I9 INSULATION ti 'NMI I � I,' ,, N 1? t 3/4 T4G PLYWOOD I 11."'"----EXISTING P.E.1"1.S ,� i• ii! : + 1(01'-4j/ / COLUMN IN DEMISING WALL . . r./riiiiiiiii/iiiiiiiiA��iiiiiiiiiii//iii/iiiii AV/iiiiiiiiiriiiiii L _ P; Ixo. +. it _� I�� SCI PER PLAN NEW 2X4 Irv' O.G. OFF I CE NEW 2X4 * 1 ' O.C. Sd SOX NAIL 1t T � TP'f, � BC{ PER PLAN STUD WALL �, STUD WALL AT �"- OP S I W/ R-13 I1±p5ULATION W R-13 INSULATION I SIMPSON 435 CLIP \ 5/ ' X GW kb' 3 3i' LYWOO SI-ITC.8 TYPE S YPE X GtJB �' EXISTING i� PLYWOOD SI•-ITC. � P D 24 O.C. NEW 2x8 /ON 14' SCI &CO ® 12' O.G. AI ON 14' SCI 60m 12' O.C. W 14" LVL RIM JOIST Z ,■/��INFILL2 WALL I j; �8' TYPE X GG�3 w/ (2)-1/2". M.S.'s � EXISTING OPENING ! ±� s gip 2" FROM TOP � STM. Z 2x STUD WALL 5 . t' -- / ` ., / FIN. FLR. � � Z PER PLAN �5 TYPE X CsWS ►.r• _ O R-13 INSULATION I//V�III►I/I Nf'//J////J/J/fINI/f/IJ/JI/f/l/J/IfI//IIII•RI JJII//II//I r1I JI//I//I/III JIII IJJ/IJ///J/JIJI/I J.//I/fI J%//f/II!/I.►Tf//I I/f/'/►/I IfII I/f/I//J/I/I//I/J/I/I/IIII:I:,∎ III/JJ/II/I/I//IIII/J/IIIf/I/I/III/NIN/II//J/IJ/J/IIf////III/ 0 n I, ♦ ► ♦ ► ♦ • ►�� ►l ►�1 ►mil ►`l IV 4' Y i,,l• io 4 ►,..1 ►.,1 la ►,./ ►,Z. IN ►,til a ►x1 ►Al ►A. ►;l C.l A w .� w ---vk , / • W ---! cf) ? pw ` Z w.0 w Z REMOVA5LE RAIL ING SECTION, JOISTTOMISINWALLCONN. Y ►`:l 1 0'■ 0'. •-1 ►•l 0. ►, ! 0-4 1,14\ I �� R mi €14 mil ►l1 1.14 1 3/4' = 1 -m' 11-2 3/4 = 1 -0 EXISTING R-19 INSULATION ■ //IIMIS :ILA T.O. CMU. EXISTING %" TYP X GWS CEILING $ TYP X GIUS CEILING +81-0' Wili ., , NEW 2x4 • 16 O.C. EMI " D STUD WALL REMOVE GWS 4 SCREW /I1fI- � �,CD W/ R-13 INSULATION NEW 2x8 LEDGER METAL TWALL % ._ :1 ' TYP X C3WS IN EX15T Cx STUDS $ w (3 O TEK (EXISTING) SCREWS _ / -r� J _ w LEDGER 14" LVL E I 2x8 CEILING JOIST PER PLAIN , %; wi W/ (3) 16ci MEN. EN. EXISTNG 2x4 1&" O.G. Z EXISTING: 2x4 .9 16 O.C. U ►:. :.,_ i STUD WALL es —STUD WALL S iiiiiii�iiiiiiiiiiiiiiiiiiiisr IKILIM iLrii.:�rr iiiiiiliiin►ifiiiii►ii� S j % U1/ R-13 INSULAT i ON ►;. ►� ►^l ►Al ►mil d W/ R-I3 INSULATION S flri EXISTING 8' CMU WALL /,a -n 5/8' TYPE 'X' GWS W/ 15 VERT's 040' O.C. r �� t 0 1�l1 l J/ (U-'S 1-1ORI Z. IN S.S. J. / , 4 �i: ►11 ►�+ ►p IA, ►�• ►�1 TOP ` �Th1. : 'i -�-- —� EXISTING EXISTING OFFICE Z EXISTING SCI JOISTS R-13 INSULATION �� CU NEW SCI JOISTS PER PLAN - V) ‹C C IM A 5 CLIP /� TYPE X GWS —, LL S PSON 3 L — ' 24' O.C. 1 2x4 WALL / -_/ 4CC c ro EXISTING 2 STUD W LL o JIJ : .rl w JOIST TO EXISTNC WALL CONN. CLG. JOIST TO DEMISING: WALL CONN.cn 3/4" = l'-0' TI-2 3/4' = 1'-0' TI-2 5 EXISTING _ _ EXISTNG ro CONC. SLAB I '- -. PER PLAN 1 W fE 4 DEMISING 4,1s\-;\%‘0 �' -' WALL 2x8 CEILING JOIST PER PLAN 2x8 CEILING JOIST PER PLAN NU : If ilia= . ji , _,„ ...,_. 4. 41h- \''' \ o 10Mil / ' TY "X" GWS Sig' TYPE 'X' GWS __________ ," R. PEVS o $ PE EXPIRES: DEC. 31, 20401 in o i 0 2x4 STUDS t► 16" o/c 2x4 STUDS • 16" o/c ' _ ____.____j . SEARING WALL ADDED SEARING WALL ADDED a' SçTi4i '�i �` En WPLYUNDER >< ISTIt �l OFFIC CTIO ci, G cr)En ��]] 1 (/JJJ� CLG. JOIST TO WAS. CONN. 9 CMG. JOIST TO WALL COMM. a) " s , ' T1-2 3/4' s 1'-m" TI-2 . 0 f 2 cr) 3/4 I -� nv CD FANNO ACRES BU CINECS PA. K Sit 170 T1 990523