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13970 SW 72ND AVENUE Albert R . Kenney , Jr . PE '�w� CONSULTING ENGINEER/PLANNER 9500 SW Barbur Blvd . # 111 Portland , OR 972 .19 ORFIGLIN � ( 503 ) 244- 9811 .w' `'` a FAX # 244 - 9817 �Eit , cp � R. KEEN GENERAL NOTES AND SPECIFICATIONS May 26 , 1994 File # 93087 ( Finlandia # 1 / A& L Distr ) SCOPE OF WORK Tenant mod constructed in previously permitted building shell . DIVISION 1 GENERAL CONDITIONS 1 . Drawings reflect- the final configuration only unless spec ' d otherwise . . The contractor is responsible for temporary and/or ?.n progress stability & safety of construction . 2 . A ) Contractor to obtain all permits and inspections required by bldg agency . B ) Verify & confirm all dimensions & conditions prior to fabrication or construction . Notify & coordinate any changes with Engineer before proceeding . 3 . Specialty sub contract designs , drawings , & caics are to bear ( as appropriate ) the seal of a professional engineer registered in this state including but not limited to mech . ceiling etc . 4 . Applicable code 1991 ed UBC as amended by the State of Oregon Design loads : A ) Floor LL = 50 psf ( basic ) B ) Wind load = 80 mphB ) C ) Seismic zone ' 3 D ) Soils capacity per soils report . 5 . Special inspections as required by chapter 306 of OR State Building Code and this office are : ( See below & divisions 2 thru 6 ) A ) Foundation excavation per soils report , B ) All field welding . DIVISION 2 SITE WORK 1 . Footings to rest on firm undisturbed natural soil 18 " ( min ) below finish floor or final grade or as approved by soils consultant . DIVISION 3 CONCRETE 1 . A ) Concrete to be f ' c = 3000 psi @ 28 day UON . B ) Protect all concrete until sufficient strength is developed to prevent damage . C ) Aluminum conduits etc riot allowed in direct contact with concrete . D ) Concrete finishes to be smooth troweled except broom finish at rarnp ( s ) & exterior flatwork . 2 . Concrete strengths to be : ( all at 23 days tab cure ) A ) footings , f ' c = 2500 psi B ) slabs , f ' c = 3000 psi continued next page 72ND AVE., 13970 1 BUP 94-0146 1OF1i • i 7V 995 I F THIS DOCUMENT 1 S LESS I ' � jT 1 ? 1 LEGIBLE THAN THIS NOTATION , _ 1 2 �3 4 56 8 I R ] (� 11, 1 ` AUGUST 30 1 IT IS D;;E TO THE QUALITY OF No. 8 M; THE ORIGINAL DOCUMENT . q l E fZ 8Z Le; 9Z Z Z E Z '11,1111103111111111 ZLT 8i 4T � T EI 031 ii i 6 L g 9 E Z iDtvLillI I III 1111 ILIII. 11ll 111�1111J1111111111U1 IIU 11111111 UII II I 11l11111111111111II! 11111111111J DIVISION 3 ( cont ' d ) 3 . Reinforcii: i to be ASTM Gr 40 ( deformed ) UON . WWM shall conform :o ASTM A185 . Reinforcing to be welded to conform -o ASTM A706 . All reinforcing to be securely tied in place and supported as required to maintain speed clearances . 4 . Typical bar clearances : ( UON ) A ) Earth formed surfaces - 3 " B ) Weather surfaces - 2 " DIVISION 5 METALS 1 . Steel to be : A ) Plates & open sections ASTM A- 36 ( 36 ksi ) B ) Bolts - ASTM A- 307 C ) Tubes - ASTM A- 500 D ) Welds - AWS E- 70 ( �4- " UON ) 2 . All steel to have a shop coat of rust resistant primer and be coated with an asphaltic emulsion where below grade . 3 . Fabricate & erect steel according to AISC specs . DIVISION 6 CARPENTRY 1 . All structural nails to be " common " or egiiv . proprietary nail . No " sinker" nails allowed except at non structural partitions . 2 . Lumber grades : ( Verify available material ) . Material of different specie or grade may be substituted if providing equal or better design characteristics unless prohibited by specification or drawings . Grades speed are based on values contained in table 25-A UBC ; some grades ( as Canadian ) may require Lo,sizing or upgrading . A ) Studs - # 2 & better Hem-Fir ( KD ) B ) Plates & blocking - # 2 & better Hein-Fir C ) Ledgers - # 1 & better DF-L D ) Joists - # 2 & better DF-L E ) Headers & beams - # 1 & better DF-L F ) Gluelams - F = 2400 , Fv = .145 , Fcl = 455 ( industrial ) with exterior glue , with no radius . G ) Floor sheathing - APA 32/16 ply OSB or " COMPT,Y " ( T&G edges ) with exterior glue . nailed with 8d @ 6 " o/c panel edges & 10 " o/c @ interior supports . Glue T&G edges where not supported 3 . All wood in permanent contact with concrete cr masonry to be pressure treated per the req ' s of ASTM D- 1760 ; except ledgers 4X10 & larger may be protected. with 55 # felt or gals . sheet metal . ( Smaller meiabers must be treated . ) 4 . Joists to be laterally supported at all supports by use of approved hangers or solid blocking . X brace all joists at 8 ' -0 " max o/c 5 . Nail all joints not spec ' d else according to table 25-Q UBC . DIVISION 7 THERMAL AND MOISTURE PROTECTION 1 . Insulation to be : A ) Floor 1 ) R- 7 rigid at perimeter of heated space ( s ) 24 " minimum width ( vertical or vert . and horizontal ) continued next page - 2 - 72ND AVE., 13970 BUP 94-0146 2OF11 IF THIS DOCUMENT IS LESS 7771111111 �{0 ' _ � �T 1 I R4T T P 1LEGIBLE THAN THIS NOTATION , 3 4 S 7 � 8 1. AUGUST 3� 1 995 Y ' IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT . E 81 8Z LZ 8Z Z Z E Z TZ Z T 8I LT 9I SST �T EI ZT TT T 6 L 9 4 E Z T ���,IN 1111 lilt 1 111 llll llll lll� 1111 llli Illi Illi ljll lll llll Illi ill 1111 iiil III! Illl It lll1 l I IU I Illllllll 1 1 �� l���l DIVISION 7 ( cont ' d ) 1 . Insulation to be : ( cont ' d ) 2 ) At heated space ( s ) underly floor with a ( ( 1 ) perm or less ) moisture barrier . B ) Walls -- R-19 FG batt . C ) Ceiling -- R- 30 FG batt 2 . Seal perimeter of heated space ( s ) against air filtration per requirements of Ch 5303 State Energy Code . DIVISION 8 DOGRS & vLAZING 1 . Glazing ( new ) to be in accordance with chapter 54 ( all ) UBC & be safety glazed when in or within 1 ' - 0 " of doors , in other hazardous locations and/or as required by ANSI or UBC , 2 . Doors in rated partitions or walls to be rated , rating to be 3/4 of wall rating . 3 . Glazing to meet requirements of Section 5303 ( E ) of the State Energy Code . , 4 . All exit doors shall be openeable from the inside without special knowledge or effort . Contractor to submit " cut " sheets of latching devices to Bldg . Dept . for approval prior to installation . Devices to comply with CH 3304 ( C ) UBC . All exits shall comply with provisions of A . N . S . I . 117 . 1 & A . D . A . Handbook EEOC-BK-19 . Handles t3 be lever , push bar or " p U bar . 5 . Sill ht to be 1/2 " maximum ( typical ) . DIVISION 9 FINISHES 1 . Gypsum wall board to conform to the provisions of ASTM C-• 36 and be water resistant when used within 4 ' of floor in restrooms , exterior surfaces , behind sinks or other wet or damp locations . Rated walls/ceilings require use of rated material . Joints and fastener dimples to spacl�led as required for rating ( all surfaces ) and be finish s ackled where re exposed to improved space. . ( offices , restrooms etc . ) Fastening to be per the req uirements of the rating where applicable and tables 47 -G& H UBC . Max . fastener spacing to be 71lo/c ( nails ) and 12 " o/c ( screws ) . 2 . Restroom finishes : A ) floor - sheet vinyl B ) base - 6 " rubber C ) wainscots - plastic lam , on W . R . Gyp . 'gid . D ) wall - enamel on 1vV - ,R . Gyp . bd . E ) ceiling - enamel on Gyp „ bd . 3 . Suspended ceiling to be : A ) 2 ' X 4 ' grid B ) matte white fissured finish ( acoustic ) C ) flame spread equal to or less than 25 D ) meet req ' s of UBC std . 47- 18 & ASTM C63-69 ( 76 ) DIVISION 15 MECH & PLUMBING 1 . Mech & plbg by separate permit . Mt�ch to provide ( 15 ) cfm/ occupant ( 5 cfm must be fresh air ) & ( 6 ) air charges per hour in restrooms ( vented to exterior ) . continued newt page 3 - 72ND AVE., 13970 B U P 94-0146 3OF11 I F THIS DOCUMENT I�� LESSI -f � ' I ` I111 1 i ]T �1�T�TT1� 11,995 ". LE ' i ' I l T1 LEGIBLE THAN THIS NUTATION 1 2 ,3 _ 4 5 6 7 _ 8 R _ 10 � 1 �., AUGUST �0 IT IS DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT . ! W0, £ �Z SZ LZ 9Z Z Z 8 fZ11111111,1 ZZ I T � T LT 8T 9TLit �i ET ZT TT T 6 L 9 9 F I Z TOuoaw Ill ll llll lel 1111 Llil 11111111111 101 1111 1111 Illi IIIil1111 ]111111111111 Illi Lill Illi 1111 1 I 11111111► ��������� iiiil�ii 111 A i DIVISION 15 ( cont ' d ) 2 . All equipment and ducting etc . to be anchored/braced for wind and/or sei. smic loads speed in div 1 ; bracing shall comply with the SMACNA Restraint Manual Guidelines For Mech Systems . 3 . ENERGY REQUIREMENTS A ) Equipment performance . 1 . Mech , ventilation sys . ( si to be provided with a readily accessible shutoff . 2 . Equipment to have efficiency rating ( s ) per section 5304 & tables E thru J . B ) Duct insulation to meet the requirements of Code section 5304 ( c ) C ) system controls to meet the requirements of Code section 5306 D ) Misc . piping and plumbing to be insulated per requirements of ,Code section 5307 & 5308 . E ) Hot water temperature to be adjustable and automatically regulated and with lavatories provided with devices to limit flew to 1/2 GPM and outlet temp . to 110 F . System to be provided with shut off device ( s ) . F ) Mech subcontractor to provide evidence of compliance with above in the form of a completed "Oregon Stat,,-, Energy Code worksheet ( s ) . DIVISION 16 ELECTRICAL 1 Electrical by separate permit . 2 . Electrical ( lighting ) design to comply with provisions of the Oregon Energy Code . Electrical subcontractor to provide evidence of complience with above in the form of a completed "Oregon State Energy Code worksheet ( s ) . END OF DOCUMENT 4 - 72ND AVE., 13970 B U P 94-1146 4OF11 IF THIS DOCUMENT IS LESS ! i ITJ P M 1 �l� ^ 19 9 5 LEGIBLE THAN THIS NOTATION , T71 1 �.� 41 1 � 4 8 R 10 ill, 12 AUGUST 30 IT IS DUE TO THE QUALITY OF w No.36 THE ORIGINAL DOCUMENT . 9 Z 8Z LZ 9Z Z Z E ' Z IZ Z I � T LT 9: 5T fiT ET ZT TT T 6 L 9 Q E I Z T ����w � ' �` i 1 lllllll 11111.11111111111 1111 llI1.U111111 1!1! 1111 Ull lllII1L ill! �il�ll I illi 11111lllllll ,ill till llll 111. 1111 UI 1111 1 1 t ori: naryl e w Ad l Jur�,�oloTlot`l Girl r�� t"ra •+. -� �' Pyr - -` \\ - -- - coves Iq+t� o -�ria-Leru"L- *10ws Kvrf a4rA 4 ZoNee i 1. l � � Nc aK,r, �� � �F�i� GYwU(�.t�( , d`J• (2) t9pw WALLp4wy• 'LL . 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PE IL CONSULTING� ENC7INLLP/P1_ANNEI_ 503/244-9811 or FAX 244-9817 � E!:,Fzr-0 r - TE -4,60I 4T 1tai?0Pr aVF I +NIT �PL � FOR DATE 5 12 �- ___� ?��/2''xj'�n x �/I!�N �'��F�ri y, .'' � � l. �I � ! �J ��•/ T I I � 144XVusTIGhL, T 1 Gp.FLO, pla�pr_4 ' vUO E L.�K•It '" r % �✓F I O ,� U C� -" ( JOB NO. ci:5ow - Y l SHEET NO, 72ND AVE., 13970 �• ... crn+w R.w BLIP 94-0146 - — -- 9 OF 11 , IF THIS DOCUMENT IS LESS ITT e 1 1 �� II 4g �l� �'1'� Tj��1TTT Tfi�P I 1_2 AUGUST 30 19 9 5 � LEGIBLE THAN THIS NOTATION, -- ' �I _ _ 8 u 11. I t • I7' IS DUE �'O THE QUALITY OF THE ORIGINAL DOCUMENT. - -- -- — — - — N0.30 - E Z 8Z LZ 9Z Z Z £ Z tZ Z T IIII IIIIII IIII IIIIIIfII IIIIIIIII lllllI llll IIII�IiII Illflllli IIIIIIIII IIIIIIIII INilllll lili�lill IIIIfII IIIi IIUIIfII8II tIllJ11L, 111119911Nill QT � firT�.IEt ZT Tt [ 8 L 9 9 I E I Z 1T ,uu , 1�o TYPICAL FIRST LINE OF BRACING 4'-0'✓R 1R"CONDUIT Q LESS FROM WALL BOUNDARY COMPRESSION BRACE, 1 FULL HEIGHT, TYP VERTICAL WIRES ' SPLAY WIRE 12 GA. ® — 12 GA ® 48"O.0 'MIN. M � � � . FINISH FLOOR t" -- CEILING SUSPENSION SYSTEM 12'-0"OC. IN EACH PLAN OF EACH RUNNER 1 WASTE TOILET SEAT TOILET TISSUE SANITARY y RECEPTACLE COVER DISPENSER NAPKIN 45°MAX ,y DISPENSER DISPOSAL 45"MAX / I 45°AMX� — 5°MAX. Wn Y • � C.9 2"MIN., FINISH Fl_OOR ® I `n yQ HANDICAP PAPER TOWEI SANI1 ARY URINAL WATER DRINKING ,Z A NOTE: GRAB BAR DISPENSEfi NAPKIN CLOSET FOUNTAIN DISPENSER Ai EAS SMALLER THAN 144 SO. FT AND WITH WALLS GQ� q i ON(.1) SIDES WHICH EXTEND TO THE STRUCTURE ABOVH NEED NOT BE BRACED. NOTE Fixture Mountina Heights BOUNDARY WALLS MUST BE BRACED TOP AND No Scale BOTTOM IODEPENDENT OF CEILING TO QUALIFY. Seismic Bracing Detail Seismic Bracing Detail No Scab No scale r l� 4 &H V LKF--v Fm^I r / II,2' -2"0 rl, 4MNL_ TYP. TYr. Tyr it — - —-- T C-o D t�°�ND f � �`� ) x 14 - 2 x 4 STUB � v w&�.� 'g'1'w Imo' a� W/ TYP �C.OVyTIG�. M �T&FL m4ap f2 1 M ►. � 8" Ca"(P gyp. r � IR 0 " ar? fro. �� I o.G �► ` ---- 2 x 8 f'T 1�f3 2K4 P ft. w/ `' vf� - WA1Z.E:.HP US e �aTtea _ " 10 N 11(x)0190 op* i � pit�►Nr•�. "(Yp �- ___ __.__- -.—. _ .----— ____. 2x I_j ,Hop — ALBERT R. KENNEY,JR. PE ---._ C(Y\1SL TNUG F WERRL AWR 503/244-9811 or FAX 244-9817 CQ - TV4&,r4T It-4 -�.� ` �-- —F,*. ; DATE K1 UTI 4 ��/sr ��tt � w 7 2 A�YE�s , a G _ I G o �--� T I�•I�, o po�i T^ f T -R. .S�ENN�. T SHEET NO. 72ND AVE., 13970 I 1"OVHT� H�' TS p 8UP 94-0148 _„ � o�warr, 10 OF 11 _--- -�___ -- __ ____ �.�� ,._ ____ r, _ J . . / . . IF THIS DOCUMENT IS DESS �� T TTI�T �)1 77 . ��� �111TpFr1w1995LEGIBLE THAN THIS NOTATION, 1 ( �r I � .�, Q� 8 • 10 � 1 12I AUGUST , • IT IS DUE 7 O THE r y --._ --`-- ----_l QUALITY OF N0,36 THE ORIGINAL DOCUMENT. t1i �6Z TJI W�LZ6 8L 9 9 £ T. t�nuNII II1IIIIIIIII�I IIIIIIIIIIIIIIIIIII III I IIII�IIII III IIIIIIIIIIIII IIID III .: IIl 1111 Io I� � �II 11 IIIIIIII �� I ISI Illlllllllill Illl� I Illlll II Ill. �I1�1��� II� �Ul lllll�lll llllllll � (j H y I� WA4-E� HoLrvC-- Ile- 1 1 ._ ; 40 _�`� A 7 ttls "'.'FLemo, Tt:) %G�I V I � F I O�T 12Tb j'PD I -" IL �7 s / l + 4)' I 17�P,711 A" R. KENNIEY,A. PF L-016,%S�4 CONRI �ll� E-W-7INFERPLANNER, 503/244•'9811 or FAX 244-9817 DATE LCpl P,;!� 7 15,w Iz AI ax:soft JOB NO. SHEET NO. 72ND AVE., 13970 -ICA to BUIP 94-0146 11 OF 11 WOM LEGIBLE THAN 'M6 1 AUGUST 30 IF THIS DOCUMENT IS LESS rj�111 1177 MT11 -11 Tv I'll TP 7 1995 THIS NOTATION, 77 4 vp 871 11 ITTV 10 36 IT IS DUE TO THE QUALITY OF No.-I- � v 0 THE ORIGINAL DOCUMENT. 6