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Plans , . , , GENERAL NOTES , ox ' i ' , y CODES AND STANDARDS: 5UILDER/CONTRACTOR RESPONS1 31L!TIES PLYWOOD WE JOISTS . .. A. All materials and workmanship shall conForm to the requirements of A. It is the responsibility of the Sui lder/Contractor to obtain appropriate A. Joists shown on plans as '5C1' to be 'Boise-Cascade I-Joists' or equal. ...V17- C • the State of Oregon 1938 Edition Structural Specialty Code and Fire approvals and necessary permits from city, county, state, or federal Joist assembly to be tatted under UBG testing procedures. ©l , 0:, and Life Safety Code as well a$ the Uniform Building Code 199;1 agencies, as require. 5. Complete joist designs bearing the stamp of a professional e�,ngineer 0 Edition, 5° The 5uilder/Contractor is responsible for setting of anchor bolts and erection registered in the State of Oregon to be submitted for review. ,���� • 5. American Concrete institute ACI 318, American Institute of Steel of steelbuiiding components in accordance with construction drawings. C. Floor framinr,J, members shatl be designed to support the ,�, '� >- Construction, 4 American Weldi Society. Temporary supports or bracing required for the building erection will be specified loads and limit maximum total load e 0-, � y the responsibility ib i i it of the erector to determine, furnish and install.I. d deaf lest ion ,.e� ,.,���� ��,� >-(•,\0.°���� �,; � '`I"` p y to L/240 of the span and limit live Ioad deflection to L/360 of the span. ��® i \,�() . � u° 'a . DESIGN LOADS: (TENANT iMPROyEMENT$) C. All nuts applied to base plate anchor bolts shall have Lock-Tate D. Joist manufacturer to provide all specialty items needed for a normal ? Q,. •'�° r�''iD- j �`��' �r w (or equivalent locking compound) applied to them during ti hte�ning. and complete installation of floor joists. The manufacturer shall all • A ! ,0 4) ' fit" Y A. Floor Loads (mezz) Dead Load = 10 psf `g p /r --(V -efi . set 2,` U Live Load _ 125 psf D. Secure fleshings land closures per manufacturers recommendations associated Toad transfer. blocks, hangers, bracing, blocking, and t , 1 _, �6 °W W ' at 12 on ter maximum. I t� ,,,�, I-- 5. Seismic woad Seismic Zone 3 - beveled pates as required to finish the framing. �,' 'w E. Alternate Joist or truss system shall be tested. Results of load test on °� a ,- 4, N 0 . C] STRUCTURAL WOQD: component parts, full scale tests on joists and an analysis of test results sha l I ':��� >•A. All structural wood members shall be Coast Region Do Iae bet submitted to the architect For review. ,�, Fir No. 2 or better grade as noted in National nL Design .a '' V ,' Specifications for Stress Grade Lumber and its fastenings, ' �� k. unless noted otherwise. ENERGY CONSERVATION: ,,-�� 5. All studs to be Douglas Fir stud or better as noted in National / (� f o• GENERAL REQUIREMENTS: Design Specifications for Stress Grade Lumber. A. Shop - Unheated (Roof R-19 / Walls R-13, provide) M C. The Contractor shall furnish and install all bolts, and 5. Office - Walls R-13 v► A. Contractor small be responsible for all construction methods, p lates as required to complete the job. - Ceilin g R-I9 �UILDi�G LEGAL w techniques, sequencing, and safety required to complete construction. D. Washers shall be used under &I bolt he and nuts bearing on wood. C. Windows - Double Glazed, Low E, �/z' Air space CONSTi JCTION TYPE V-N 0 < _ z 8. Contractor shall verify all dimensions and details prior to proceeding with E. All wood members in contact with concrete shall - Office J=0.54 Max. FULLY SPRINiGLERED 01; Co ›,, Z construction. All discrepancies shall be approved by the Ers1neer of record, be pressure treated. D. Provide Warm Side:: (In Winter) Vapor Barrier 3 YARDS>60' ? z C. Contractor shall verify all required openings on Mechanical F. All nailing not shown shall be as called for in U.S.G. table 23-Q, E. Provide A h-mil. Slack Polyethylene Ground cover ALLOWABLE AREA = 4$,000 FT h a. and Electrical plans. nailing schedule. F. All penetrations in building envelope to be caulked PROPOSED AREA = 26,300 FT ` m ti .. 0 and/or otherwise +waled. Z m G. All floor sheathing to be 5/8 COX plywood with T 4 C edges. o 0 ® G. All Doors to be metal with Frame. z Z o T.I. OCCUPANT LOAD: 1NS, CTION AND TESTING: PLYWOOD; 1.1. Provide biockin�s, in restr'oom walls for grab bar installation. =m Q j °o g UPSTAIRS OFFICES = 6 f� W M I. Building to be equipper with a fully automatic sprinklesr system in O -- °- NEW WALL - A) WALL 61-I�ATI-II1 - 1/16 OSF3 OR CDX PLYWOOD ai-IEATi4INC accordance with U.S.C. Chapter 9. STYE 0 -� ' f� tr p.: 2x4 STUDS 16" o/c A. All construction Shell be inspected in conformances with the. Uniform �- DOWNSTAIRS : REAR OFFICE • 4 w/ IA,.!" GW8 EOTH .SIDES EuildIng Code I'�91 Edition and the States of Oregon Structural WIT,1-1 EXTERIOR GLUE r - STORAGE = 3 Specialty Code 1998 Edition. 5) MEZZANINE FLOOR Si4ZATl-HNG /4 T*Cz PLYWOOD OR AGCE351131LITY:_ FRONT OFFICE 2 NEW �/4" PLYWOOD vi-iEATi• INCA 23/32 Ovl3 Si -iINCs WITf-I PANEL INDEX 4812 • WITi-I EXTERIOR GLUE A. All door hardware to be lever handles conforming to AD�4 Requirements. TOTAL LOAD 15 (MAX.) „.J ."' 5. Door thresholds to conform to ADA requirements. < NEW 2x12 JOISTS PER PLAN IT D 6441M AS REQUIRED I/2" F'LYUJOOD l-IANORAIL i" 4 ... , r RISERS N gin 14" LVL DEADER W pile., )({1 - 11/s" PLYWOOD �• (M CZ)i°° a TREADS �`'-s ' i." Nzrn� e IT „... .„: SIMP50M A34 CLIP EA °JTRINGER �� _ 10'-�i" A�.1=. sc°��'`' w\\..... 11-.1- 1 — ea." \...1 ._,. w a F- e 14'` Cl 5 JOIST SIMPSON LU210 1 5/1 PER PLAN '� NEW 4x12 HEADER 1 T. 2x12 STAIR JACKS 0 • EXISTING 14" TX I CEILING JOISTS si ' s GWB: TYPE 'x' - EXISTiNG 2x4 STUDS (i-kR) * 16" o/c w/ 1/ " GUJ5 BOTI-1 SIDES �$a z FLOOR FRAMING © EXISTING RESTROOM STAIR SECS. ��zr /1, -,„ , 0 SCALE: 3/4" = 1'-0" SCALE: 1/4" = 1'-0" , Y.444'`� fix+." m a; , j. Z / / M-' te, �a Ee'. _ Il/I EXISTING EXl' �V - - - - - ■ i, ' ' S, J�^i V RESTROOM I RE., �� � 0 8 X �p= ...a � 4x4 COL. I I I � ® � �‘0 � ��� '' Z ■ r' ■\ \ED/ \ -' aTQRAGE u; _ � W;r;i e 49( (Ni a \�`-___ \�`� w XT EXTENSION 6+ STORAGE't �v NEW 2x1 JOINTS 16" o/c �►ni I.., t 22 BOTTOM EXTEi�tSION r 2 ...,_..1_ ONE SIDE TI-1 � �� -4.__________-- TI=1 -I `4 0-i =✓lto"=4'-3" V • ;t ;,i. ,®j0' = 51-0" II (2)-2xi0 O • 4 2x1 16"o/ _ �! ep i ii ON ' I 1 — 3'/4x14 MICRO-LAM �� . I _ �-WALL _ I - - O. .. mil.I - MAIN LEVEL _ -` x _0 , .IMF ` _ .4- — M = I ZNI \ h_ 9 II ' r —011111 l .11121M1111 • 1� P �— -- , WALL _1 414 I I I — ---: I a I r© �„L, 1 NW `w :j - 22" i--iANDRA I L 1 . i - - EXTENSiON `" i - b r _c Z .. eel _ — I 4'-6' I ... .. - _ 4'-6' 4'-10 1/2' _ 0 Z ,i✓ I , + ;l; L r 4' 6' ' 4'-I io 1/2" - N CD 0 ci,i • „ , ,. t LLII V) - / EXiSITNCx I -4 xl ® a 4OVELFOOTlNG x .. . ..' - I dI Ex1STNCz DEr'i151Ne WALL - _ u :CliNN4-1`6- 1 / .........” .EXISTNC� DEMISING; WALL ■` n-2 �')411, � J- 1 NEW OFFICE AREA Z •C[ .� NEW OFFICE AREA TI-2 Z •�• 4.4 6 [---.4„' - NEW 14" 12" o/c , 1 - -- },_____ 2x.8 CLG JOISTS STS 24' o/c _ 1 '- e LAU \ 2x4 WALL 3/0x6/8 8 , ' 0 .�1 NW 1 / t-,,,,, ii° 0 %iv , Pr c ck5 ; ii k \ -1 r- -.L_• I l <I I I _ I I 81 i I ,;,I 01 - Z I 1 3/„ x 6/8 i�rlsii 0 1 I I I i %i►sr..rflour Q 1 I Z I I <C °1 1 1 1 1 r`NEW OICE ro " j c, `6 I - I 0 i I I • EXTG 14" I JOISTS es 12" o/c I. 14" 1 1 o ______� a I ® I I i 0 c° EXISTING 10E/RECEPTION AREA EXi: 7.4-, 4i., co e 1„w m • r -- -4 -- -- — O 1 w 1 i i �:uv ..,7: ZRUC TO Lo L - 0 _J L: -I I 1 I 1 `' tt P RoFf ;Pie,I I c\J- ___, L__, \ r_ _,_,a� i s i - - �c. 'P I i i i 8,5 i, ii./I///,�l/////. %/I. I/, ///�D'//l/!. '�// we; !//////////, r ✓ r / -/ 0--e. , k � 1 _ y \ ,, i �� �9 0 ., .. 1441 R, PU6� ''' I (EXPIRES: DEC. 31, 2040 L. 4) _ DWG . NO. Cl) ......- U, , , , , 1 „, c\J i .......... 1 L. , 0, 0, FLOOR PLAN — MAIN LEVEL FLOOR PLAN — MEZZANINE LEVEL FLOOR FRAMING PLAN — MEZZANINE LEVEL CEILING FRAMING PLAN — MEZZANINE LEVEL,-., 0, SCALE: 1/4” = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" of 2 _. O "er-/ I -, .; FANNO ACRES S{E 160 T. (NEL CC) 99O23- c c.6 . x 2x STUD WALL t \_. OFFICE SIDE WAREHOUSE SIDE ►- 1/2' ' EATfrtINiG EXISTING STEEL STUD • 16' O.C. ..x I O 8 CEILING;NG-c JOISTS 24 o/c WALL 3/8' TYPE 'X' GiJJ. EXISTING x0 -10 A.S. DEMISING WALL 1/2 Si-tEET ROCK STUD WALL .\ . .i PER PLAN 4'-0' O.G. R-19 INSULATION - * NEW BEARING WALLS 2x& LEDGER � 6' GONG. SLAB 1�2'ox 'I' HILTI KB II 0:1:11.'', W/ 6x6xW2.9xW2.9 Wa.UF. I-�1LT! X-CF 6 CONC. SLAB EN W/ 6x6xW2.9xW2 9 W.W.F. ./r''; * 41-0' OZ. is 4'-0' O.C. W r r r r r r r r r _. �� N E LU OFF I C E z r —.cif •:I.i z I 'vI'� �f� 77►- •ri �I• .(....) , c..) . zo 0 ---r—vt-T . -.EXISTING STEEL STUD i6' OTC. NEW 2x4 16' O.C. _STUD WALL DEMISING WALL W/ R-13 INSULATION -6' PER PLAN 6' (2) M4 x COt�t'T. � 3' CLR STM. 4 SIDES EXT G PLYWOOD SI-4TG. ON 14` 5C1 600 0 12' OC. v NOTE: ALL FOOTINGS EXISTING PER PLAN I Z M CA - NON-EBEARING W4LL FTG. , TYP. EANG WALL FTC . 2 o W SCALE: 3/4' 1'-®' 11-2 : �/4" 1'- T$-� ►-+ FIN. FLR ; Cs) . 0 A� z SCALE 1 0 rr�l►rrrrrr IMI AN i►iAKVAIKIiii►iir.IirAI►rri►iiii►iii►iirrii rriIVIIWIriiiriiiiirriIAMIAI riri►riirriiiii.Ariir iriiiiiriiiiiiiiiiiiiiii►i iiriiryrriiiiniiiAII IIWrAKAIIIWIPMPriiiiiiiiiiri t� 2 + !® -4 W mz o Zo m EXT'G 5/8" TYPE X GOB CEILING EXT'G. R-19 INSULATION nj 2x4 STUDS 4 16" o% i nj Cr 2x8 STUD WALL 1 I EXISTING OFEN ARE A ■ EXISTING 2x8 a loo O.C. 12-13 INSULATION NEW OFFICE SIDE EXISTING OFFICE ( 3/4' TAG PLYLJOOD 1/2' 51 -ifN�s DEMISING Lu.ALL EXISTING OFFICE ! f o�� U1/ R-13 INSUALTION :ii;Ih cc 'a+ S/e' TYPE 'X' G.W.B. EXISTING + ° O0 k• >2 40x0 10 A.S. /-- i N SGI PER PLA1ti EXISTING. 2x4 16 O.C. zo o°i, N I �,,/ SEARING WALL c W�� a 4 -0 O.G. ! W/ R-13 INSULATION "�� I I � �° • • * NEW BEARING; WALLS I G � � � .vv ., 1/2'Ox 'f" HILTI K13 II 6 CONC. SLAB ` W/ 6x6xW2.9xW2.9 W.W . EN 4'-0' O.G. *Mt r / / i r I r / 5/b' TYPE 'X' GRUB �-- .1.1.1 tiwa�`+�+si err��t�+������>♦�`�rt� ► I4", role Vi,I'i Ir l'I� ril �I, �rlr • EXISTING 1/2' SHEET ROCK R-13 INSULATION 2x4 STUDS f0 16" o/c BEARING WALL ADDED 518 GWS BOT9-I SIDES C2) .4 x CON'T. i 6` PER PLAN 6' 3' CLR BTM. 4 SIDES I NOTE= ALL FOOTINGS EXISTING PER PLAN I b U M S INCA WALL FT .JOIST WA L L C ONN. D E -� � , . 3/4' i r 4 f , 3/4 = 1 -0 T1-2 - • � SCALE: 3/4 1 -0 T�-2 EXISTING 6` GONG. SLAB ; �`�' � �� PER PLAN l j-r- kT , , i s LLJ 4' ,_,'' , , ,., . ,,..., , W.. , ■ , , .., ,, !r X t EXIST'G STEEL `Ty' Z STUD WALL \\_______1. . w/ t-fEADER � }' N STEEL T� + 14'-2)' 4`u 'b" Z EXISTINOFFICESCTION ■.. • A�j 3/'T 11 = I1+011 TI-2 2x8 a 24" o/c INFILL WALL EXISTING 8001 C20 * 24" o/c • METAL STUDWALL /- NEW CONSTRUCTION , ii 3/4' TEG PLYWOOD jr` + 10,-s¢I/2" ; -•EXISTING P.E.M.5 ii COLUMN IN DEMISING; WALL SCI PER PLAN �± 1 NEW 2x4 46 16' O.C. �"' S S STUD WAIL I N.U) OF 1'_ I C E LU SC! PER PLAN �/� W/ R-13 INSULATION ► O \ 5/8' TYPE 'X' GLOB \---34' TYPE 'X' G11B f 3i ' R U EXISTING PLYWOOD S-iTG. 34 PLYWOOD SING. -�-I _. NEW 2x8 `` ON 14' SCI 600 a 12' O.G. ON 14' BC( 600 0 12' O.C. W t; INFILL WALL Ii EXISTING `/ R-13 INSULATION 1, "� 2x4 STUDS 16" o% tf , ` CL "4"-C Z 5 BEARING WALL ADDED }f /8 TYPE X GW 5/8' TYPE X GLUE. ►� ' File. FLR. '� ®^ rr�rrrArrrrrrr/►rrrrrr4rrrAr,rrrrr rrArr�rrrrll/rIr�r/rrry2P►rrw�►rrrr 2/U►/rrrrrrrA rrnr�rrr./rrrrrrrrr/►rrrrr.►r rrrrrrryr4•sr4►rrr.•rrr���r orrrr�rrrrrs.•rrrrorr�onrr,�rrrr�►r��rrrrsr�•rrrr/aW4crrrrrrrrrr�►/rrrrr/rrrsrr�►rdr air►rrrgry.Irrr�rrrl'r►srrAfsrrr/7/4FA, I` C.J C.�41 gil 0741 g 14 0,711 la■ I V LL • I-1-1 0 ® JOIST TO DEMISING` WALL CONN. 5 JOIST TO DEMISING WALL CONN. w r 1..1'4 w V z 3/4" = 1'-0' TI-2 3/4' = 1'-O' ►., ►= EXISTING R-19 INSULATION ` // -.-� : :r1u.O. . ,� Q � EXISTING Sig' TYP X GLI 3 CEILING 5/8' TYP X Gl, CEILING �. 0 U • • REMO�rE GWS SCREW -- -- E-- NEW 2x& LEDG=ER 800IG20024 0 ' IN EX{ST'C; STUDS METAL STUDWALL ; �� TYP Z w/ (3)-410 TEK. ..' -_ SCREWS 4 ' 0 14" LY t LEDGER N. 2x8 CEILING JOIST PER PLAN � W Ct / (3) 16c1 III E EXtSTNG; 2x4 s 16" O:C. Z EXISTING; 2x4 16" Q.C. _ STUD WALL kk STUD WALL//r/rr//rr////r/Nrr/r//rrrr///r/r/r/rr�:Il►///rrrrr//rrrrr/////rrf - '�' ': •X4 �` � ►� '0-11! W/ R-13 INSULATION W/ R-13 INSULATION "C■t IF EXISTING 8' GMU WALL ! `_ - - AL 5/8' TYPE 'X" GLOB W/ +5 VEST 40" O.C. i' �t �- ,z,..4 �I; ►_� ►A` W/ (1)- I-iOR Z. 11� S.S. _ 0 '� '� TOP BTM. � T ,-- ' EXISTING OFFICE OFF EXISTfNCs 1361 JOISTS EX15 INCs 1NE 1,U E NEW SCI JOISTS PER PLAN R-13 INSULATION / Z /_ 1 V i •� SIMPSON A35 CLIP 3/8' TYPE X GWS ■ ji w O.G. cn EXISTING= 2x4 STUD WALL ' o co ai JOIST TO EXITNG WALL CONN. CL-G. JOIST TO DEMISING WALL CONN. - 65 3/4" = I'-(d' T1-2 3/4' = 1'-0' T1-2 in EXISTNG 6' CONC. SLAB .. - 5� OP cv 2x8 CEILING JOIST PER PLAN 111-D PER PLATS `� ��G 1 Nri /p2x8 CEILING JOIST PER PLAN jr i ._. B,s�o ....,... cn ->_ a _� /// /// , • •N cv •m• ►Z� 4--, 2l 0 up /8' TYPE 'X" GWB 5/8' TYPE 'X' GWS �'4�/ S�, `EXPIRES: DEC. 31, 20001 c*) C 1J In c I i -r., € I CD 2x4 STUDS 16" o/c 2x4 STUDS +� 16" o% . r nn (i. SEARING WALL ADDED SEARING WALL ADDED ® N V. cn cn EXISTENC OFFICE SE o a 3/411 - 11-0" TI2 CL . JOIST TO WALL CONN. 10 of 2 CLG. JOIST TO WALL CONN. ....-- �, I 3/4' = 1'-0' T1-2 3/4'/4' = 1'-0' T1-2 ID cD ,e3rI✓ FANNO ACRES BUSINESS PA ,K STE 160 T1 990523_S