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Plans CO hl (* Appravec+.. . t -m:WWI N ro I I 1- F��Illi i U N 0 d' Coriditio 'rc:rcv;:.r �: �■i,rai ` N N w 1r/4iia cn V) r cD (D For ortiw :�r�c as de �rit��.d in: b�\0L J • PERMI .:._ (�n ei-7 - 407 -C!JIM1 `o ct ° 0 See Ls.. 'i tG. r0!low I: in rl(,J u W pq o •• ••iiN r. /:di1+■i DUSTRIIAL _ R /� f @SS.' I . l •is s� [ l•,��� o o O \\ 111∎A\ TC Date _ 74th AvE C� /,, U w v ci AVE L 1 t l , L 7/�l W17 ,r1i/v N a t1 ' 171 o cc') a I= a u_ TABLE OF CONTENTS \ NAB , ! NICOLI ENGINEERING (TENANT) w4 ‘�,X00 .Di • 0.1 COVER SHEET o M o `Z c 0.2 GENE- •L INFO-4 ATI• °- -- �� ti (j I ,� S. c:).7_. H V �� AI/�A_ A VAN .; r --744 c)I V 12 BUILDING PLAN/NOTES <-1e) �-) BONITA J 2.1 FLOOR PLAN � ) NIA • y 23 SECOND FLOOR PLAN ".1 _\ ±� I 0 23 FOOTING PLAN 111 Z 2.4 2nd FLOOR FRAMING PLAN -1 u. 3.1 ELEVATIONS 4.1 T.I. SECTIONS Ne a 42 T.I. SECTIONS CC I SITE 4 43 T.I. SECTIONS N SOP 5.1 DETAILS Q S.W. DURHAM RD. 5.2 DETAILS �- 53 DETAILS I ->~ S.W. SHAFFER 5.4 DETAILS _J TIGARD .' if 55 DETAILS Q NIGH USA. SCHOOL TREATMENT WEB STEEL/ASK4 ENGINEERING (SHELL) CC Lu `n PLANT Ni COVER SHEET Q I FOUNDATION PLAN j Q o 2 FOUNDATION PLAN 0 3 ELEVATION 0 Z =4= o 4 ELEVATION Z c 5 ELEVATION 0 (i ° i T VICINITY MAP 6 ELEVATION J u, g. I 1 ELEVATION W 5 Cl DETAIL D CO rs C2 DETAIL Z Si DETAIL W 52 DETAIL > i 53 DETAIL 54 DETAIL Q 55 DETAIL -C S6 DETAIL 'Cr 51 DETAIL DI DETAIL ° Fl DETAIL I UILDJ NG A DATE: E3.14-.9 1 DRN BY: PSP CHK'D BY: JDA JOB #: 960806 BUILDING PERMIT SUBMITTAL DWG #: A0.1 A REVISIONS PER CITY REVIEW 9-19-91 0.1 GENERAL NOTES =1:11:1 c co LO BUILDING AREA = 6400 SF. HI.Kia_ 0 CD L PROVIDE A 2A TO BC FIRE EXTINGUISHER IN EACH TENANT 5 TENANT SPACES = 1280 SF. EA. :::ir1Fi ; N PO SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE EACH TENANT SPACE /_m1!!!i.y N 0 4 EACH (NFPA 10, TABLE 3-21). 1i/1i4J rn `O `O 1 OFFICE = 195 SF. '11►111n1 , i i 1 REST ROOM = 60 SF. r:!4 Ii o m ,°n ,� --el�1�'.' C n C v v PREVIOUS APPROVALS WARE .-IOUSE/MANUF AREA = 1025 S.F. illoril (4 cI,' N g, Pi 55 SF. /H■1.b m 1. SITE DEVELOPMENT APPROVAL(PENDING): SDR 97-0002 2nd FLOOR(STORAGE) = 2 ry r x o 2. SENSITIVE LANDS REVIEW (PENDING): SDR 91-0002 V1 c2 - of 3. SITE PERMIT: PENDING MECHANICAL SYSTEMS %Au 0 �I) PROVIDE A 2A FIRE EXTINGUISHER ' '.10 ��� ENGINEERED FILL *� o n IN EACH TENANT SPACE IN A CONSPICUOUS 1. FILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE A LOCATION WITH A SIGN PLACED ABOVE EACH. ,, 3/4" MINUS ROCK PLACED IN 6" LIFTS 4 COMPACTEb TO 95%. LOCATE AS REQUIRED TO PROVIDE A MAX. "t� TRAVEL DISTANCE OF 15'-0" /`n. �) 2. OWNER SHALL PROVIDE THE CITY OF TIGARD WITH A jtw' p3,4:� . 1 COMPACTION REPORT FOR FILL UNDER THE BUILDING. 2) E A C•L P - IT ( •NP - • 5 A - .U1- ►•) z ^�'` Aj H•L =E Oc1•.IN D BY 0 T- • T. ¢""I_ ,� '_: °: � - THE SYSTE 51-IA L PROVIDE NOT LE S THAN 5 �,1A-:.. y ° �J 4 J FRAMING NOTES CFM PER MINUTE OF OUTSIDE AIR WITH TOTAL '.:' �r CIRCULATION AIR OF NOT LESS THAN 15 CFM ''; M '�/ I. REFER TO WEB STEEL BUILDING DOCUMENTS FOR FRAMING \,;;;;,,._ AND STRUCTURAL NOTES(SHELL) PER OCCUPANT. T1-IE RESTROOMS SHALL HAVE •-amyl r 2. REFER TO NICOLI ENGINEERING DOCUMENTS FOR TENANT IMPROVEMENTS AN EXHAUST FAN CAPABLE OF FORM (4) AIR AND CODE INFORMATION. CHANGES PER HOUR 1 3. WOOD FRAMING: DF-L "2 OR BETTER REST ROOMS 4. GYPSUM BOARD: 1/2" BOARD WALLS 4 CEILING PROVIDE MOISTURE RESISTANT GYPSUM INSTALL A UNISEX SIGN MOUNTED BOARD IN REST ROOMS ON THE WALL ADJACENT TO LATCH SIDE OF CC DOOR 60" ABOVE FIN. FLOOR, COLOR, Q ENERGY NOTES BRAILLE CHARACTERS AND PICTORIAL SYMBOL EL SIGNAGE SHALL COMPLETE w/ ACCESSIBLE I. ALL PENETRATIONS IN THE BUILDING ENVELOPE AIRE TO BE REQUIREMENTS J SEALED WINDOWS 4 DOORS ARE TO BE CAULKED, GASKETED Q OR WEATHERSTRIPPED. A PRIVACY LOCK AND AN OCCUPIED 2. A I - PERM VAPOR RETARDER IS TO BE INSTALLED ON THE INDICATOR SHALL BE PROVIDED. LOCATED � WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOORS, WALLS 4 GRAB BARS 33"-36" AFF. H Q w N CEILINGS. 'Q FLOORS SHALL HAVE SMOOTH, HARD °' 3. INSULATION WALLS = R-13 BATTS NONABSORBENT SURFACE 4 SHALLOW EXTEND 0 0 ^ o ROOF = R-19 BATTS UPWARD ONTO WALLS AT LEAST 5 INCHES. Z z 4. IF RECESSED LIGHT ARE USED, THE SHALL BE INSULATION �" ° COVERAGE (IC) RATED. WALLS WITHIN TWO FEET OF FRONT AND SIDES o o OF WATER CLOSETS. NONABSORBENT SURFACE W - d 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2 AIR SPACE, TO HEIGHT OF 4'-0". D LOW E COATING AND TINTED OUTDOOR PANE. z D SPECIAL INSPECTION PROGRAM W CODE DATA THE BUILDING OWNER IS RESPONSIBLE FOR THE Q OFFICE FOLLOWING SPECIAL INSPECTIONS: ACTUAL AREA: 1280 L CONSTRUCTION TYPE: V N I. COMPACTION REPORTS FOR ENGINEERED FILL. -r—. ALLOWABLE AREA: 2, FIELD WELDING (IF REQUIRED) ° OCCUPANT LOAD = 9 OFFICE 195/100 = 2 Q TESTING AGENCY: CARLSON TESTING, INC. cc OCCUPANCY: TYPE: B, F 1 P.O.BOX 23814 TIGARD, OREGON I DESIGN LOAD6 MANUF 1025/200 = I CONTACT PERSON: BRIAN LEACH DATE: e)• I4' °17 2nd FLOOR STORAGE 255/300 = 1 PHONE NO.: 684-3460 DRN BY: PSP WIND SPEED: 80 M.P.H., EXP. 'B' TEST REPORTS SHALL BE SUBMITTED FROM THE CHK'D BY: JDA SEISMIC ZONE: '3' TESTING AGENCY TO THE CITY OF TIGARD AND JOB 950930 DESIGN SOIL BEARING PRESSURE: 1500 P_SF.(ASSUMED) NICOLI ENGINEERING WITHIN 10 WORKING DAYS m 2nd FLOOR: L.L. = 125 P.SF.(L IGHT STORAGE) DWG #: A0.2 ROOF: SNOW=25 P,SF. 0.2 �� � % ;c co 19 0 ID .__IMO FIRE BLOCKS 11!�1!!f N I •2 ■.��7a + N N OD ' FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING dI i i Yo LOCATIONS: iii �j° c r = v j■Ir4l , U N rn 3 I. INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR c X o LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND 'Fi v ,n L" v c o vi HORIZONTAL. ' �� o 0 0 171 o rn d � a_ ,i 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. ;l \. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE ( r? 1 /)O AND BOTTOM OF THE RUN BETWEEN STUDS ALONG AND IN `•4:'' 4., <0 0 - I LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE t lz ' •• ,Q' STAIRS ARE UNFINISHED. )-1(1) r 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMINEI'S, dW.i FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,UJIYH r ,,-?1,‘%6 - l_3 NONCOMBUSTIBLE MATERIALS. 4\ 5. REFER TO THE OSSC, SECTION 10822 FOR FIRE BLOCKING CONSTRUCTION REQUIREMENTS. Cr Se Q a_ 1 J Q CC L,_, DRAFT STOPS I— < N i DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING Q LOCATIONS: 0 `- -0 o z _z � I. DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, Q Cr) ° OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR ci- W J IQ COCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN d THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN 5 tP CD DRAFT STOPS DOES NOT EXCEED 3,00 SF. AND THE W CO GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. > 2. REFER TO THE OSSC, SECTION 1083.13 FOR DRAFT STOP Q CONSTRUCTION REQUIREMENTS. ..0 c2 I ■ I O cc 0 DATE: e9,I4-.6n DRN BY: PSP CHK'D BY: JDA JOB #: 950930 A DWG #: A0.2 \ / ' ADDED THIS SHEET 0.3 • 32.15' I-HR WALL DUE TO LOCATION I co .0ri I .1 c ' 1:0 17 -TO PROPERTY LINE. ' O CD N49_51'48_'E �i 534.00' OPENINGS SHALL BE T_CT_ 1�� 20��0 ' ' I ....A 4 _,' V! N M BUILDING 'A' , : ;I , lo ! a � �� � � °' i 6 400 SF. ■ ; ►!JrM'II o m 8 8 40' X 160' ■ ! 1 (� li ■I��Li�J+`� n c .. ..1-NR WALL DUE TO LOCATION ■ i I !!! 3 x o` TO ASSUMED PROPERTY LINE. ra GC y , '. o N o ' OPENING ARE ALLOWED / 45.0E' 1 I I� '1 I�v N o , co x IN EITHER BUILDING BUT u i I. .I O i ' 17+ co rn • E_ n_ 1° 1 NOT BOTH BUILDINGS. 0 - r " : ! IriI • /, 111 t�l 7 1 , 1 I c-'• )-_, -\, -;\ BUILDING B t 0,II NI 1 I• ^•t . I� 5,160 SF. . `�, 2/,,� 1D 40' X 144' 8 1 I ;1;� ,:;�� `"CW �1 52.50' -7 I-HR WALL DUE TO LOCATION- 6 I � Li. In I I ,.•1� ~ \R: ;r OF ASSUMED PROPERTY LINE =11 i I I ` 1 ■ �. X "// / • 8 //////� q WINDOWS ARE NOT REGISTERED rtt I i TI I 4.;1 ; I w! 0 .�/ ����///�/ I '� ■ TO BE PROTECTED • •1 I�; I °"+1` 1 1� 1 /�� ' % BUILDING 'C' � 1� I I 101 3,840 SF. I 5,160 SF. + 0I I '� / ~ 40' X 96' I -- 40' X 144' - _ : i 11�i I 1 / • r ■ 1 I I Q GG rn G �. I ITT , I �� % I i 11 i • 350' ASSUMED 45.%1�'! !+' ' a. ASSUMED PROPERTY LINE 1 1 1 I H i J 1 =A _ __E._ cc t.. a 6ri / JYL 171 1 1 1 1 1 1 I i I i ei BUILDING 'F' I BUILDING 'D' - : 1 1 0 U~j a N 6,000 S.F. I I I ! - rn 40' X 150' ill ■ 1 �-j i •/ _ ■ 1 I Id1 ,, o --- ------- ---------------------- /eS• / -------------- S 89'51'48" W 34-1.11' ! I I I Z Z r- o cii i // i I-HR WALL DUE TO LOCATION 0 d i . TO PROPERTY LINE. W �_ / OPENINGS SHALL BE PROTECTED D — a- n • / i Z MM= F- I '• I W W i NORTH Q i � (11) SITE PLAN scq M o 1 1 i i DATE: 8,.14.91 i p DRN BY: PSP [� JOB,#: BY: 960806 16 DWG #: A1.1 L___ 8T ram w-----2mT:m51---- 1.1 ■ ;;;rL7 ° CDD 1D illill� m 0 tDi invite'/n,te' U [V I ■ ACCESSIBILITY NOTES b��1�;� • N n M 171 ..�r:i o co 0 0 , I. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ! Iii F r` D ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL fM•IIWI ; ° N ° COMPLY WITH O.S.5.C., SECTION 1109 •nu 0 3 x o` a vi D m 2. HANDLES, PULLS, CATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGrill N o 0 o FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, , I. 0 o rn a: I- o- L., PINCHING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER TI-1AN 5 POUNDS FORCE. OSSC, SECTION 11093.1 ,.n i 3. CHANGES IN FLOOR LEVEL SHALL NOT BE GREATER THAN I/s INCH. �=;':� ;-- R; s 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE ... c_ : ; 1 WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1109.2, AND NOT LESS THAN 36" ABOVE THE FLOOR, OS5C, SECTION 11093.2. p _ , ' �.1 ELECTRICAL AND COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15" HIGH ABOVE THE FLOOR `'f\'t' ;�' ; ui' .-‘0/12 ..viiiii, ,."/S'Y [5111 :-. ! • • N f4 rrw O FORWARD REACH: 48" -_ --__- (SEE ADA FIGURE NO. 5) n,�,,,,,,,�, _�� ___� (OSSC,CHAPTER II) r■n n..� ■ r� -- SIDE REACH: 54" "■"'� ill ° i�_� S (SEE ADA FIGURE NO. 6) _ J 1 \ 7 w (055G, CHAPTER II) 1A rr nwwa I 7 I I I IEll r nsvwcr H wwZ 'd wWWInaorrvv 7 CV rw rya IMLL w n NUM AO r•asww MA MAMA.*r b , Z GRAB BAR LOCAT1O Fes. FE* -I RANGES .. LAVATORIES .. 0 Z o O cri W _J s ° 32'-0" 32'-0" _ 32'-0" 32'-0" ` 32'-0" D m S n/ 1' f j ` SHEAR WALL NOTES (T.I.) W I. SHEAR WALL SHEATHING: 3/8" PLYWOOD > Q 2. NAILING PATTERN - EDGES: 6D NAILS 96" O.G. FIELD: 6D NAILS 912" D.G. I piEI.=,MIELI I. IIIIMI_ ,I1IIIIII I b w , 7-7 , I r l 1- 3. SOLID BLOCK AT ALL PLYWOOD EDGES g SHEAR WALLS. o FLOOR SHEATHING NOTES ATE:(Ti.) v.) DRN BY: PS'P ►9 ►4 cc .� ` I. FLOOR SHEATHING: 3/4" PLYWOOD (24/0) CHK'D BY: JDA NORTH BUILDING PLAN A 2. NAILING PATTERN JOB #: 960806 EDGES: 8D NAILS 96" O.C. DWG #: A1.2 r�•1 / - YP. FIELD: 8D NAILS 912" O.G. NOT TO SCALE G // ' I 1 �.� a ■ U (D (D :N� IFLi CO n 11111� N 0 ID M ..._Ir4§ PITMEN u N 0 '4 ilie ti y N N a0 30'-0" 30'-0" I1ii�4i(i w 0 rn (- --vrim t ,i, _ i _H1i 3 II ►�, , III ��- \ '�' ' 1 rI r 0 0 , i i WALL FOR OPTIONAL WALL FOR OPTIONAL I i 0 a o C0 v ai 04\ ►,�� SECOND FLOOR (DASHED, SECOND FLOOR (DASI-IED) `I it �\ ' �'�1'0: No 0 0, o I O) c f- L2 — 2 X 4 24" O.G.OUTLINE OF OPTIONAL SECOND---- NON BEARING WALL II OUTLINE OF OPTIONAL SECOND �L FLOOR ABDYE B �I I W/ GLU-LAM ABOVE F FLOOR ABOVE (DASNEp) O- ` ,�Mgr —I- ' 14'-5 I/2" I 5 I/2" 14'-5 1/2" i z :_; Fli-;:::.l�4'-0 5/16" 1'-4" 3'-1 1/4"I 3'-1 I/4" 1'-4" 4'-0 5/16 G• n'r I; S TREADS = 11° 8 TREADS = II" �.� :Ls ti-. i I :.! I 9 RISERS = 6 3/4" 9 RISERS = 6 3/4 ' I II/ 0 I--4ANDRAIL, BOTH SIDES `/On ' i I OUTLINE OF OPTIONAL SECON i I I OF STAIRS. LOCATE 3 -0' /7b FLOOR ABOVE E I I ABOVE TREAD AND 1 1/2" �'" I ili �_.� FROM WALL. RISE = 63/4" N • • i • 43 • I ' ■ RUN = II" I. • , 3 1 2, 1II RISE = 63/4 _ UP .t'-0' / �'-0" / -0,!'RUN = 11" D UP — ______I (n 6 __ 4 a CC 4.2 2'-10 1/4�,�—u �'-roy,� 2il 2 -10 1/4"- - - I Intl 0 J 42 ,i � r- 1 `. . /",1-1 � L SINK: CC_ � A- WO PROVIDE 21" MIN. Cli ARAN E Q z � 18 �./ /. BELOW 30' X 48" (-1, ,., REFER TO SHEET 12 1 i 1 ,- - \ CLEAR FLOOR SPAtE IN FR NT Q FOR GRAB BAR TO 1 ; 1 SHEAR WALL • A P'� OF SINK. D 0 crl DISABLED INFORMATION 3010�/ TYP. 2 X 6 16" O.C. �`�im INSULATE PIPES. 1 0 Z --,-- ,, . NONBEARING BEARING WALL _ Q o WALL PER HOLD DOWN "' HOLD DOIUN� - 1► — 2 X 6 g 12" O.C. A LOCATIONS W — ti' ° SHEAR MANUF. LOCATIONS k WALL TYP. I BEARING WALL = I J �_ SEE DETAIL 2 X 6 6 16" O.C. 0 Z m " A B/5.2 BEARING WALL — _J v __3/8" PLYWOOD I W — — TYP. ® SHEER WAI 16. Q TYPE 2A FIRE O OFFICE I OFFICE TYPE 2A FIRE I ,L EXTINGUISHER OF EXTINGUISHER d- r r c� ► 0 l 8 4 rc� i cn I O I I --w 1 - -T I r a DATE: 43'14,9/ / — 14'-0 // 14'-0" / DRN BY: PSP STRUCTURE PER WEB CHK'D BY: JDA STEEL BUILDINGS JOB #: 960806 rik FIRST FLOOR PLAN DWG #: A2.1 2.i 3/16" • 1'-0" 2.1 • ci o co III / c CO Pe) .� i y N M ilEArni U N O i INIEME i N N 00 ua I1./144�N N ch . A11011M1 L M M __!_L — C _ ■U L iS O N g P FuI r 0) GUARDRAIL * OPTIONAL 1,,,,„.9� N o O i SECOND FLOOR U i m v L o t d h ' 17i ----r----------------------------------------------------r-----J N.- ..._ IV q 2nd FLOOR 2nd FLOOR p �c\Ol. . _ , OPTIONAL Ai OPTIONAL wQ ! ��,0 cc '3'-2" 3'-2" 1"2 HANDRAIL, BOTH SIDES a, z ^ z 1 1 OF STAIRS. LOCATE 3'-0' d Ik 7 ' 1 ABOVE TREAD AND 1 1/2" • �- 1 , �=j ---� FROM WALL. `' P4 x. 42" NIGH 42" HIGH Q _-_-`__ GUARDRAIL r GUARDRAIL NZ CC —J L _ -- 0 I — ---" J L---- 173 1.1 D 1 D WALLS BELOW 1 GUARDRAIL 4X4 POST W/ c E SHOWN DASHED $ 2X2 HORIZ. 04 1/2" O.G. C Q w / / 5b 77P. CO N � 3'-0" MIN. 1 � 0 � L GLEARANCEI -o ® 2nd FLOOR W —I �` ca- 1 2nd FLOOR D (LIGHT STORAGE) Z m I. W I > I Q r 4' g 2nd FLOOR PLAN r. 3/16" = 1'-0" • DATE: 9.14.91 DRN BY: PSP CHK D BY: JDA JOB #: 960806 DWG #: A2.2 2.2 V r ` 1 T T 31 , 1 . ` -i 1 Li 1 1 I 1 I I l---J ID 4111) r 0 L -- D II _ w - - . -.- _ 6 _ i_r_F _,—i-- II a w wI _ Fir I —� ♦ - - - - - - l 7 1-r _ _ ZI W L-1J L---- II _ Lrc-= il:±1.-=�J� - rp--- -� e _ 3 0 A 0% w 0 --1 u II ♦ 1 ] -FE_I I L' 1 U I 1 I _--- �- I I I I I- Alm J-;; 0 � � +9 w CP x) se 0030 A o 6 X 0 N -, O � = m cm io a m -D 21- E -r D A D 0 1 DD -. E 70D k. DZ _ z N T T v z -� PROJECT: �Q,�,O PROFf' 10.1 10•n■i,ir11■1i N o . . t N & I.,R.•.•.��J11 cx,1 • W 7 - 74th AVENUE INDUSTRIAL PARK ,_+' ,i, ai1o�jrj�i�`��`ri+li�r /� and Construction Services Inc. 3 Lo c_ -o Ci• ^., o a -"'o -- �' / 9025 S.W. Center St. °° BUILDING A OREGO, ` P.O. Box 23784 C7) �. v q K'4Y'7.�`�p�: Tigard, Oregon 97223 J 15ci5 S.W. 74th AVENUE DES R.N\ TIGARD, OREGON 97224 Phone: (503) 620-2086 l EXPIRES 12-31-98 I Fax: (503) 684-3636 I V - OR BTR_ 3 1/ X0 1 " GL-Bri. C24F-v4J 3 I/8"X16.5" GL- ri.1___ 1Ø —_ —L i ' " ' ' ' J Li_ 11111 ! 1 ! 111 -t- i , i L. I I I I , 1 r---- ; ; .2 4-I I I 11 I I I I I ? Ki/i A w V I I I�,.Z-,9) 1 1 1 1 1 .Dip rte/ ?,„ r� O X <,„0,//..� 1 1 1 1 1 � '�s /'s r = I I I I I S, , , .f.•t`\\\3 I I I I I I ' V N V ° - I I I I i I III_ OM L� �'�� i i 1 ' i ' I I i i i ' i v I �� Oz 1 I I I 1 ! I , I I I I I 133 Prall I ; r b1 - Ern X 1 15 h/6I xl 21 j Gll - rll 1214FI-Vl¢J o o Oroo V I I I 7 1 1 1 1 A E N ; ; ' ; ; ; ' _ _ 8 _ \, t1 I I I I I � I I I I Noz r1 °r I I I I I I 1 1 1 1 1 1 nA � �� A / I ; I , 1 I 1 -n D / r "�>•'a � I ill l N'r ?-8?f I I 1 1 I I LU r !, r/ O � � I ; � .1„ m -n Aa,, ���� DIGS DO �s� OX V I I I � S I 1 1 1 1 1 A c A / � r - ' ' '°• i 1 1 i 6 z r I 4�/?8,✓ D. 1 1 1 1 1 1 1 1 1 m P 3 E L_ °,'�s -t - ez ' rl I I I I I 1 1 1 I I I Doi --- n O U Z _ r1=]I I I I I\ I Z � A 0 •----- -r --r-r--- _ _ , - I ■ E_f_1 mZ C Z O A CO w 2X10 - "2 OR BT 3 1/8X10 1/2" GL-BM. (24F-V4) 3 1/8"x16.5" GL.B`. 24F-V4) J QO A3 mN U1 D 0 OAA O 30 Z o � qo , D z z .0 N m D O Z r- 0 O A o C n o o ■1■I4�I■11 Ian o = a PROJECT: ,`�'�E�PR(1fc ` 10•1111.11.1111.11 " z m .. I\l!A\EL■All NAM N ?... ° CU ' ' .. G • 74th AVENUE INDUSTRIAL PARK .. �� 1113 °.7 L1'Uk'IIIi1011MJ14101 r A nt:rz fi ttin-rYies n b cn c C.-P/9 � and Construction Services Inca w a C !� GREGO 9025 S.W. Center St. BUILDING A / P.O. Box 23784 v44`141,77. Off: Tigard, Oregon 97223 15(015 S.W. 74th AVENUE /€8 R.1,1\G TIGARD, OREGON 97224 Phone: (503) 620-2086 I EXPIRES: 12-31-98 I Fox: (503) 684-3636 31 i f —.L. _ 410 . tl _ 1 _ _ _ _ _ 411) W — r. - z - 11111111=1111111 0 D - m — D 1111! r › 1 . co •Imir rn - r z rn < - slitsw > 0 _ - - z 0 - - 0 Dm 7 m To rp L — mm - r^ - -I � I— " CD — II z � p �z B p zr p . - — O B z ii;1 — oc � oo - S PRL - o = a PROJECT: �t�� F X. MI■�■I■■■iNiin ■ l m z m C" i v £ / IblIAM !AVER!co C4 W 74th AVENUE INDUSTRIAL 4� �� _ll�li =!" :..� PARK ._ 11135 ,■�,•��:�■.•�.,��.,.��■.•��h D„. co A _. r and Construction Services Inc. o v 9025 S.W. Center St. co - BUILDING A # OREGON rn ' -'0'77 \* ■ P.O. Box 23784 '4' S R �`GO\-, Tigard, Oregon 97223 15!015 S.W. 74th AVENUE Phone: (503) 620-2086 TIGARD, OREGON 97224 EXPIRES 12-31-98 Fax: (503) 684-3636 -64 CO 1111lflr11 N CO Pr) 0 Pr) i u NZIr II u M I I -Ar!� N 0 .r 111111111M N N W N ca 0 1 %00��1� O Cr? c 3/4" PLYWOOD-TYP. R-19 INSULATION 53 ��dH�1 2 d if) C C 3 , ' C..)FAI 0 m C li 11 1/8 TJI AT 12" O.G. % Aft 11 1/S TJI AT 12" 0G. in'a o rn a c 2X6 AT I6" O.G. -- BLOCKING PER TRUSS 2x6 s 12" O.G. WI R-13 INSULATION \\V ` � �� ao MANUFACTURER ~ -TYPICAL 4: * 0 a) V r 0 A A - PARTY/COMMON WALL A B w M 8 Z �? m I 51 51 PER BUILDING MANUFACTURER. 5.1 52 z " > r (2X6 HORIZ. AT 24" O.G.) AT I-1011)00\15 y ~ �" w a R-13 INSULATION �� w l ........ 46\ .... .....# (A SECTION 4 OFFICE CC Ll____.1} 1/4" = P-0" a =i R-12 INSULATION CC CV 0 '. N 1=1 o GUARDRAIL- SEE DETAIL = V z °' c ; ON SHEET D/5.4 0 z o ¢ � R ;1 Z C a L ^ a R a R W � t I m 4, E. Z GLU-LAM BEAM (5 1/8 x21 ) J tiN - PARTY/COMMON WALL 3 1/8"X16 1/2" GL-BM W/ WP3511.8S-2 BLOCKING PER TRUSS PER BUILDING MANUFACTURER TJI JOIST HANGER (REQUIRES WEB Q MANUFACTURER (2X6 NORIZ. AT 24" D.C.) STIFFENERS) L R-13 INSULATION N. illi C a_ IDATE: 8I1- 7 DRN BY: PSP CHK'D BY: JDA 4E1- JOB #: 960806 SECTION 4 OPTIONAL GROUND FLOOR DVNC #: A4.1 4.1P 1/4" = 1'-0" 4.1 co pi Ili t, Ol N M1 Pry CENTER WALL BY BUILDING MANUFACTURE R DIr71> N N 2 h■11iui tid4ia N co �— roe Al\111 0 °: m 8 19 ' GUARDRAIL- 5EE DETAIL 0/1131: y _ n c v C �:■Ir/i s 6 N rn ,m ON SHEET G/53 dF. 0 WALL BEYOND WALL BEYOND 3 ri vi Io o m — of �� 13/4"X 11 1/8" MICRO1 1/2" DIA. HAND- y I, N o ° o LAM LVL RAIL W/ RETURNS TIMBERSTRAND RIM BOARD •y' `o 0 •a a t� At WALL �,� .� 1 -0 3 1/8"X10 1/2" GL-BM �L --,9. OR 6"X10" NO.1 �4 w ij0i 4, z t cD r \ 2X12 I l 2X12 _ TJI JOIST HANGER Q' ITT351188 ❑' z i 0 u. •-• O �. v} vi �� m ti. S54 1 I Lcicj NI, _ .....„ _,„,„ ,.. _ _, 2X4 AT 16" O.G. FOR LANDING SUPPORT (3) 2X12 STAIR STRINGERS - �[ SECTION ac D a- 4 1/4" = 1'-0" ict CENTER WALL BY BUILDING MANUFACTURER CE 2X6 "CAP" AT l'' 42" GUARDRAIL. 2X4 AT GUARDRAIL- SEE DETAIL <GUARDRAIL I6" O.G.- TYP. �� G/ '3 m Q Z a z o : Y ► ' Z Q -�--- \ 11 1/8 TJI At 12" O.G7���� .4. A �iSOiiatf 1 1/8 TJI AT 12" O.G. -TIMBERSTRAND RIM BOARD ° : . W _ 3 u 6-________u . N n 3 1/8"X10 1/2" GL-BM Z Ca "`-s-1 l=I 11 ( OR 6"X10" NO.1 , . ` \. (3) 2X12 STAIR STRINGERS Q m -NON-BEARING ♦1:1 2X6 AT 16" 0.0.1 w/ 12-13 ATIs" O.G. ' w/ 12-13 WI R-13 INSULATION N'L — ..... i....; -TYPICAL ° cc II a _ , _ . DATE: 0).11...1 1 ,, ,1'-0" 0., . , ,,1'-0" DRN BY: PSP C SECTION CHK'D BY: JDA JOB #: 960806 4 1/4" = 1'-0" DWG #: A4.2 4.2 Ca. N % S 11 N X im � MI nNA i MI rii rn r0 r , li ,, D l n r- s_1 Oz J Z a r o 8 O = it-d - N ' u X B � S o- 0 D-/- ) 0 N -I T11 S- n D o -1 O 0 r _ O 0 O z • r o = a PROJECT: '� , N f'j DA■I■IMIMMIMEI W r5 74th AVENUE INDUSTRIAL PARK "'3 -74 =al�ar�=!'� i■llsaiiMiaiiliiilnl ir and Construction Services Inc. i - Cr, _ - '-� •'EGON 9025 S.W. Center St. BUILDING A ` ✓ /c/j<1"17,,� P.O. Box 23784 . 141�ES R.N\GO Tigard, Oregon 97223 511 S.W. 74th AVENUE TIGARD OREGON 97224 1 Phone: (503) 620-2086 EXPIRES 12 31 98 Fax: (503) 684-3636 1 w cn � _ .1 4 3 � N m -P. -it A mC 07p OE E TOZ -O CP o D A • 0 W D o > C) ›.. rn , zZ o • m 0 D C 3 F v my N -- -e- N i Z n UZI ril 0-1 O 0 3 Z4}} �� n ?D z m ■ • 700 0 13 -I t O z -- w m 3 GA L\ c o = ° ° PROJECT: ` D PhJ,LF ��iIr�K W�Mn�n V 1 . . .Z►� `� 1113 -741 i■1.�11i"!LI M J1+1!Ir •74th AVENUE INDUSTRIAL PARK �� �� -c —ielriiifti airliiiil co 1 and Construction Services Inc. cr ° N O .EGON o -o 9025 S.W. Center St. co BUILDING A `��/(y17,,�\ N. P.O. Box 23784 _�+ '7'1/`IFS n ���GQ\' Tigard, Oregon 97223 151'it5 S.W. 74th AVENUE _ Phone: (503) 620-2086 TIGARD, OREGON 97224 EXPIRES 1?-31-98 Fax: (503) 684-3636 N v 4' E MO D ,i1- ETO N cn H 100 0 X - Z O 4, 7f A 0 D N ID k-------'2 DO r-M 0 • r n A D O ErD Cr M m z zrn O (p= m 0� r Z 0 , U w , I O �7 3 r O 4 D Q1 L m O r 2 Jr / ,T, D z - m 3 mow. u, 0 r� zrn OX A ? cr$ mm n4,.. D =r = DD \,/\ AA A 0 m �D m 0 D0 = 0 tit LN N Z p OZ m a) 0 � (200 �,1PH'/f . .■1■.....'.M NI m z PROJECT: I F n 111111 MI(UIHlull 01 gop 'G 1 N f F-. c I1llETIMEA aI IJWw N co 74th AVENUE INDUSTRIAL PARK w l i 14 , , �'i�;;[Imioun °vii co ` �� % and Construction Services Inc. N o D BUILDING A •PeGOrr 9025 S.W. Center St. k ✓ ✓�4y 17 P.O. Box 23784 -0 'T d,z. N`GO\' Tigard, Oregon 97223 '` 15(015 S.W. 74th AVENUE TIGARD, OREGON 97224 Phone: (503) 620-2086 1 EXPIRES: 12-31-98 1 Fax: (503) 684-3636 , pilliZi - N ..�IIM ii 0 r) I /_nrai u N 0 v 'Emma t +% N Zi ,D2 171 2 X 6 CAP 4X4 POST AT 4'-0" O.G. ►`!JrX1f `0 •°= m ,°n ,°n ■�!11iii� r c .. .. ��■11•11 7 e); N QI /� ins 2 x c i V1 0 ralp.. - O C ,v O 0f 0_ P Q. L.L. TIMBER STRAND \\� _ RIM D. - TYP. .t.‘ +a�; / tt 2X4 BLOCK / STIFFENER 4, O °' � z ``Pr Z c? TJI JOIST (WEB PASI-IED 2 X 2 RAILS 4 viz O.G. Z ; ', S 0 w x Nola \ E. _ ,.. .'i cal ,.....____,....,r__>< 2X12 BLKG. BETWEEN JOIST rt� --- ; _ I Q PROVIDE 2X4 BLOCKING i /STIFFENER AT WEB OF Q. L-- JOIST AT POST LOCATIONS J Nt Q Le' 2`- 4X4 POST AT , .......... 4'-0" O.G. I— < N _ _ 3/4 BOLL W/ Cr) 0 cv PROVIDE 2X12 BLOCKING 6 -'---_pk OVERSIZED D v_ E Z o TJI JOIST BETWEEN JOIST AT POST LOCATIONS. NAIL INTO Z W 2X4 STIFFENER AT WEB - o 2-16d NAILS _J '_ o 2X4 BLOCK / STIFFENER _--- ? 5 N — hh m Y, C2 — —`� TIMBER STRAND Z rs t. - RIM B.D. - TYP. W LiN PLAN VIEW Q t CD GYP. BD. c_ TJI JOIST DATE: 8). 4.17 CONTINUE PLY-WD TO DRN BY: PSP CHK D BY: JDA k------FLOOR OF M EZZ JOB 960806 (C) GUARDRAIL DETAIL #: SCALE: NONE DWG #: A5.3 1 5.3 C R3 0 I I I 1II1111 DID I I 1111 rn o 1 1111 z cn 0 --f Z RI TA r rn - v ° - .1.....q D F PIIIMir _ am. . I r 0 D II II • c - 1 H 3 m EW k N S o- co 0 �� V N- r �' D E W o 0 m ZI N_ TV 0 ° P3 8 33 O _T.. D 1\�J��i. .r-a-pRiA-, ..,.......WAVIIIII INN I m 7C Z a, o m T • ,. 1 N F �,�, _ I�tl��l1!1!�!1 • 75 74th AVENUE INDUSTRIAL PARK + 11135 �� Jiioirmiii`i713 r / and Construction Services Inc. co v c„ a-, CD cn CD a -a _ 9025 S.W. Center St. CO BUILDING A °. GON P.O. Sax 23784 m ../.cl�,�J�^'7 GO�> Tigard, Oregon 97223 15f.15 S.W. 74th AVENUE ..es R.N� TIGARD, OREGON 97224 Phone: (503) 620-2086 EXPIRES 12-31-98 I Fax: (503) 684-3636 - w _ 0 -0 -, r , -.< E 0 D 0 _J • 7 41 m m z 70 +..--7"---7!N n FD D T m Z 33 0 0 - Z m � n / 3 / -0 N 0 z r . $ c W 3 2 7 �, X 4` Ki D � D rn - N = m N �, m T 6 3/4" / / 0 41 0 _1D <_ m rn m D m ppD 9DN rr--1 Om NN (7; ND z o o PROJECT: A���� f''t`.,,, , .timur...rdonI■u c)0 z a '� .�.-.t C� I►\�I�I�■�I■111■�1 u 1 ;d . 111'1■\�■!%I IJ■ V 1 W F 0_ s�r�■M�s■mow 74th AVENUE INDUSTRIAL PARK 11135 '' ��h�il�!SI0irmucu!s�`!IN r irriiifiiiiiYaiir1 and Construction Services Inc. A co c_ -`J,, o � � � 9025 S.W. Center St. o BUILDING OR r. oRiZy ��� "�� P.O. Box 23784 A) i4 c:. 17. �\ .,� ,�r-J R tv\Gp Tigard, Oregon 97223 15(015 S.W. 74th AVENUE TIGARD, OREGON 97224 Phone: (503) 620-2086 EXPIRES 12-31-98 I Fax: (503) 684-3636 TYP. BUILDING INFORMATION GENERAL NOTES ' DESIGN ROOF SNOW LOAD: 25 PSF 1. CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS • DESIGN WIND SPEED: 80 MPH, EXPOSURE 'B' AND NOTIFY ENGINEER REGARDING DISCREPENCIES PRIOR TO START OF WORK ■ DESIGN SOIL BEARING PRESSURE: 1500 PSF 2. DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED TO BE ROOF PURLINS: 16ga 6" X 1 5/8" STEEL 'C' 24" O.C. USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION + + WALL GIRTS: 2 X 6 #2 @ 24" O.C. PURPOSES. PARTITION WALL GIRTS: 2 X 6 #2 @ 24" O.C. 3. CONCRETE STRENGTH: 2500 psi @ 28 DAYS _ -- I + ' 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-61 5, GRADE 60 FOR #4 BARS AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE MESH SHALL CONFORM TO WALL GIRT ASTM A-185 (MIN. Fy = 70 KSI). LAP BARS MIDWAY BETWEEN COLUMNS (4) *10 SCR ■••\■ • 1" O.C. WIL WITH 27" MIN. LAP SPLICE. STEEL RAFTER CHANNEL `\. `, 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: • �..,.`� STEEL FRAME/ WIDE FLANGE AND CHANNEL SHAPES: ASTM A-36 1 6ga L4X4 W/(2)x10 SCREWS - COL. OR CHAN. KM RAFTER AND GIRT PURLIN ``. `� PURLIN OR GIRT ANGLE SHAPES: ASTM A-36 (MIN. Fy= 42 KSI) OR GIRT / `\ TUBE (TS) SHAPES: ASTM A-500, GRADE 'B', (MIN. Fy = 46 KSI) GIRT TO CHANNEL DETAIL �`��`� _ /401.- 50° L1.5 X 1.6 X .730 BRACE 6. ALL WELDING SHALL BE PERFORMED AT WEB STEEL MANUFACTURING WITH WHEN DOUBLE BRACE IS INDICATED. USE "� — E70-XX ELECTRODES BY CERTIFIED WELDERS. L1.5 X 1.5 X .130 BRACE 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: .. 4" THIS SIDE ALSO 3/8" DIAM. BOLT • (6) X10 SCREWS 1111111=31 ANCHOR BOLTS: ASTM A-307 BUILDING FRAME BOLTS: ASTM A-307 (TOTAL PER CLIP) typ. 1/8 • ' INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT L1.6 X 1.5 X.130 DIAMETER PLUS 1/16" INCH. SIZE WASHER TO COVER ENTIRE HOLE. •' ` SINGLE 'B' AND DOUBLE 'B' BRACE DETAIL 8. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO + + NC SCALE FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE 0 9. LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS TACK + = + SPECIFIED IN ABOVE NOTES AND ON PLANS. BACK ^ (2) +rlo SCREWS 10. WOOD SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 23-III-EE AND 23-III-A. 7/a° ` E` 01' O.C. — 5.. `�\;�\ PREDRILL HOLES, IF NECESSARY, TO PREVENT SPLITTING OF WOOD. 3/16" PLATE + -?- �., STEEL FRAME/ 11. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER COL_ OR CAA N. STEEL FRAME OR PURLIN `��\`� PURLIN OR GIRT MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- COLUMN OR GIRT ^� \\ MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN. 5/8" STIFFENER LIP. SCREW `k\ . ° L1 X 1 X.109 BRACE FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER-TO- WHEN DOUBLE BRACE \\ •t IS INDICATED. USE `�� _ /40C- 50 MEMBER CONNECTIONS SHALL HAVE MIN. (2) #10 SCREWS, UNLESS NOTED OTHERWISE L1 x 1 x .tog BRACE .' ON DRAWINGS. SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. • TYP. PURLIN CLIP DETAIL THIS SIDE ALSO i/4 DIAM. BOLT MATERIAL SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND NO SCALE 1/8 • ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR L1 X 1 X.109 4" INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). (4) #10 SCREWS VP. SINGLE 'A' AND DOUBLE 'A' BRACE DETAIL CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING TALK I MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. BACK 1/6•• • NC SCALE 12. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN ACCORDANCE WITH U.B.C. SEC. 1701 FOR THE FOLLOWING ITEMS: 3/16" PLATE A) STRUCTURAL WELDING: EXCEPTION: WELDING DONE IN AN APPROVED FABRICATORS STEEL FRAME OR 4" ii PRO .0„-N, SHOP IN ACCORDANCE WITH SECTION 1701.7. COLUMN r.1 N v� 13. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE , 0 Nk�#143:9`'-9 V AT OWNER'S EXPENSE. t "kik -' ��;. 14. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE SEALED. WINDOWS AND DOORS ` ',���� ARE TO BE CAULKED, GASKETED OR WEATHERSTRIPPED. ALL GLAZING SHALL BE TEMPERED. I TYP, GIRT CLIP DETAIL ��'� • 15. SEE DETAIL 3/F1 FOR TYPICAL RAKE DETAIL AT FIRE WALL, 1/F1 FOR DETAIL OF NC SCALE ORE`w,N ' FIRE WALL AT FOUNDATION. AND DETAIL 2/F1 FOR FIRE WALL TO ROOF INFORMATION. *4 a ExP- 12-31A8 a A S `4 ASK4 Engineering, Inc. EB BY LC A 1 74th INDUSTRIAL PARK BUILDING 'A' WEB STEEL SALES, INC. L J 39084 Proctor Blvd. Suite 'C' 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 NEB Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 _ JOB NO. 9720-083 , INC.1--/I (503) 668-6550 (503) 668-3267 BUILDINGS SHEET N 1 ,- A DIVISION OE WEB STEEL' SALES i • 64'-0" (SIDEWALL, 160'-0" OVERALL) t Ir I 16'-0', 16'-0f, 16'-0., 16'-0"el_ @ COL'S 12, 14, 17 Alk AND19 • °Ask 18 (FRAME © 19 CHANNEL , . 20 FRAME 21 CHANNEL E{, A A • • --- • • • • - J� r I R / e@ COL'S 4 1/2" --0 ii_i_ X-BRACE IN / ` I 11 , 1 3, ROOF ABOVE N 4 1/2" --++ k-1- 18 AND 20 p , — 2 1/2" CL A.B.'S 1 X-BRACE ~ TO CL CHANNEL 7 r .v 2 1/2" CL A.B.'S (1) HOUR FIRE WALL 41 3 @ COL'S TO CL CHANNEL (PER SHEET Fl) O1 6 S 2 15, 16' 33 Zr N AND 34 r-, . I - - �, '- 3 3 to ED --J l X-BRACE N = • Q r ,-.. X-BRACE 1- TYP. @ (4) w..I � M Z INTERIOR _ ■CL ,W N 6 6 PARTITION o WALLS u- , W NI .� 15 X-BRACE x N o X - _' ~ TYP. @ �' CD1 c� - N 32 I / - W ° SLAB EDGE I �N �/ �, © ,.r © NOTE: SEE DETAIL 1/F1 FOR DETAIL OF,_,,, '� 6' SHEAR PANEL4` FIREWALL AT FOUNDATION AND DETAIL •- (PER SHEET 3) , r ~N 4° X 3° 'V' 21F1 FOR FIREWALL TO ROOF INFORMATION. WINDOW L c�C.o PROFF 1 4 1 2 � #14389 '�NI, / 14° X 14° ° 8 24" EXTENDED ��`�� OVERHEAD 4° X 3° 3 X 6 EAVES AT FRONT 14° X 14° �441111 • DOOR WINDOW DOOR OVERHEAD 4RBovN ap TENANT IMPROVEMENTS: DOOR S �"9Y30,�°'�` FOUNDATION PLAN SEE TENANT IMPROVEMENT DRAWINGS BY NICOLI �H M. L�G�� ENGINEERING FOR THICKENED SLAB INFORMATION NOTE: SEE SHEET D1 FOR NO SCALE DOOR FRAMING DETAILS. 12' t.49 0• OX — COLUMN REFERENCE NUMBER O REQUIRED FOR TENANT IMPROVEMENTS. A S '4 ASK4 Engineering, Inc. UJEB BY LC A1 . ' 74th INDUSTRIAL PARK BUILDING `A' WEB STEEL SALES, INC 51:_,LIH__ ___,__,, ___,„39084 Proctor BIVd. SUlte C 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 JOB NO. 9720-083 ENGNE�I (503) 668-6550 (503) 668-3267 INC' BUILDINGS SHEET 1 A MASON OF WEB STEEL SALES 96'-0" (SIDEWALL, 160'-0" OVERALL) s 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 4 >4 >4 >+E- >4 )4 Y @COL'S © © 1 , 4, 6, 8, I er CD1 O OO © O O Q 1N, 21 , 23 tCHANNEL 2 2 FRAME •� 2 3 tCHANNEL � 24 FRAME 2 5 CHANNEL 2 6 FRAME AND 25 r 1I r 1 1 r 0 TYP. @ r I 1 I@ COL'S 5, 7, 9 r—• L_Alk -� k+ 4 1/2" C 1 E� --+ k+ 4 1/2" ® 22, 24 AND 26 4 1/2" X-BRACE J2 1/2" CL A.B.'S — (1) HOUR FIRE WALL i J 1 2 1/2" CL A.B.'S 2 1/2" CL A.B.'S r< TO CL CHAI`BJEL (PER SHEET F1) TO CL CHANNEL TO CL CHANNEL ' I X-BRACE IN / N. 40 . COL'S • ROOF ABOVE / N. 2, 3 AND , N. 27-32 W ; 31 ; 29 ; 27 - - - 431 LiJ cn X-BRACE X-BRACE rE� X-BRACE AI Q O 6 2 .e- ,i., z OPP. � U _ X-BRACE _/ " ~ : 32 : 30 28 -� - - -_ E fl Ofro, Q►1 p N. / . ��s � gal ink WV \ / #14'89 �c.. A IF MINIM4 II plik I 11111 Iii g lair INF 10° X 10° 6' SHEAR PANEL /N v OVERHEAD (PER SHEET 3) ,f ~ qL /\30 >( 68 • • J • L ..../ \I•\: e�P t?-3k-Q8 m 0 0 © - \--C3211X 4° X 3° 1\ 24" EXTENDED 14° X 14° WINDOW EAVES AT FRONT 4° X 3° 68 OVERHEAD WINDOW DOOR DOOR FOUNDATION PLAN All NOTE: SEE SHEET D1 FOR `r 0 -- COLUMN REFERENCE NUMBER NO SCALE 4 DOOR FRAMING DETAILS. Q S K ASK4 Engineering, Inc. WEB STEEL SALE EB =, BY Lc A1 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'A' WEB S EEL LANE, BOX INC.C �"` = DATE 6- 1 1 -9 6 EN N Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 - JOB NO. 9 7 2 0-08 3 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 2 ■ A CIViSION OF WEB STEEL SALES . . NOTE: SEE GENERAL NOTES (SHEET N1) FOR ROOF AND WALL PANEL INFO. EDGE OF PLYWOOD • SHEAR PANEL EDGE STRAPPING ROOF PURLINS SHEAR PANEL _ 1 (PER DETAIL 2/3) (PER SHEET N1) S4 np. @ —Alf - 2--s\ @ EXT. EAVE TO j X-BRACING ��,,,� -"� S5 FRAME @ FRONT `�—,� EDGE PURLIN CMST14 CONTINUOUS STRAP W/ • : I (3) 16d NAILS IN EDGE PURLIN �✓ f 4 X 6 BLOCKING • AND (1 1) 16d NAILS IN DOOR • "" _ z JAMB. NAIL AT 1 3/4" O.C. IN -- 6' -0" - : W DBL GIRT ABOVE - — BETWEEN. STRAP IS NAILED TO OUTSIDE OF PLYWOOD. SEE ELEV. .... � N DOOR 1/3 FOR NUMBER OF STRAPS. :� 1 a NOTE: PLYWOOD NOT 4 X 6 DOOR JAMB A SHOWN FOR CLARITY. . . .. ... . . . . . T ..• . { 22" MIN. DOOR OPENING SHEAR PANEL HOLDOWN, WALL GIRTS < • r TYP. (2) PLACES (SEE SHEET C2) (PER SHEET N1) SHADED AREA INDICATES EXTENT • OF PLYWOOD SHEAR WALL. SHEAR WALL NOTES: 1) USE 3/8" CDX 24/0 PLYWOOD. TRIM 1/2" MAX. OFF OF OUTSIDE FACE OF GIRTS/BLOCKING TO RECESS PLYWOOD @ SHADED AREA. 2) AT SHADED AREAS, INSTALL 6d NAILS @ 4" O.C. @ BLOCKED PANEL EDGES, 12" O.C. ELSEWHERE. NAILS TYPE TO BE 'COMMON' OR GALVANIZED 'BOX'. 3) HOLD BACK EDGE PURLIN 1/2" TO EXTEND PLYWOOD TO TOP OF EDGE PURLIN, 2 SHEAR PANEL EDGE STRAPPING SHIM OUT WITH PLYWOOD FOR SIDING ATTACHMENT AT NON-SHEAR WALL AREAS. ■ 4) SEE DETAIL 1/C2 FOR ADDITIONAL HOLDOWN INFORMATION. 3 N.T.S. 1 P:i 1 1 SIDEWALL EXTERIOR ELEVATION -'� ' #1.09£: <', geg j` w #1••�I a 3 NO SCALE .>? ' - , oxE� 4f'9 Y30, 10,, ,: s6-7Ai M. ``G� Ex cz-3i_la AS 1 ASK4 Engineering, Inc. EB WEB STEEL SALES, INC. BY Lc I 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'A' L_ DATE 6- 1 1 -9 6 EN6 37396 RUBEN LANE, BOX 9 ON Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 .� JOB NO. 9720-083 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 3 A DIVISION OF WEB STEEL SALES v. NOTE: SEE GENERAL NOTES (SHEET N1) FOR ROOF AND WALL PANEL INFO. SHEAR PANEL EDGE STRAPPING ROOF PURLINS (PER DETAIL 2/3) (PER SHEET N1) r. j 2 @ EXT. EAVE TO - IV� _ �,_-- 1 Iv FRAME @ FRONT I� _ • W }� 1 li = z r r 6'-0" = Sac„ i r , ... .: .... :.• .. ... .....,.., / ... , _ _ ___ -1 4- r I- .. .....,......,...... ..-� ---- -- T i -1-- r : 1 . -.: ... ..... / r WALL GIRTS (PER SHEET Ni) SHEAR PANEL HOEDOWN, TYP. (2) PLACES (SEE SHEET 3 AND C2) SHADED AREA INDICATES EXTENT OF PLYWOOD SHEAR WALL. (PER SHEET 3) Ei ) SIDEWALL EXTERIOR ELEVATION , 4 NO SCALE 0 P'• w414 •9 v -� 4 • 14 ORE...vN A 414Y30. -r• a-. %•,t3 Q S I ASK4 Engineering, Inc. EB BY LC A 1 74th INDUSTRIAL PARK BUILDING 'A' WEB STEEL SALES, INC. 71Ek 39084 Proctor Blvd. Suite 'C' 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 7 2 0-08 3 Y JOB Na NO. � I (503) 668-3267 �N�. (503) 668-6550 BUILDINGS SHEET 4 A PVf510N of vrIEfl STEEL SALES 1 . 1 S4 a TYP. @ �_ X-BRACING � r l - _� V 0 - --. . .._----7 W 0 \ / _ \ / • -- - \ / .J W \ / .r W \ / e---.) "' \ / q F-- /`. r // \\ / \ 1 / f / \ / / T \ .. 0 SIDEWALL EXTERIOR ELEVATION WALL GIRTS (PER SHEET N1) NO SCALE ROOF PURLINS (PER SHEET N1) \ / v IMIIIIIMIIIIIIIEI = N \ l / -J W \ / - W \ / T V 7- r on I. / \\� l i i ; 89 i). 2 SIDEWALL EXTERIOR ELEVATION -ir30, As 5 NO SCALE M. M. 06 t✓,fP. 12-3t-48 A S 'r4 ASK4 Engineering, Inc. T BY LC A 1 74th INDUSTRIAL PARK BUILDING 'A' WEB STEEL SALES, INC. K'K'LJTJ1 B 39084 Proctor Blvd. Suite 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 UIINf�N Sandy, OR 97055 SANDY, OR 97055-9377 -_ JOB NO. 9720-083 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 5 A DIVISION Of WS STEEL SALES C6X8.2 ENDWALL RAFTER SINGLE 'A' BRACE C7X9.8 PARTITION WALL i (USE ONE SINGLE 'A' BRACE AT 10' HEIGHT RAFTER (USE ONE SINGLE a AT CENTER) 1 (PER SHEET N 1) 'A' BRACE AT CENTER) 0 4 S2 •� 4 in ANII S 2 AN. 1 2 PEAK ^ 1 2 i1111141 liril'I ■1•■• 11, —wall* f 111011.g.111111111.11. INIMIIMFA if Ilk A . . r r - 4 -- 1 VII S1 o z S6 _ i RA OPP. iD G OPP. Z PA! i 1 \ T.O. I \ Y X-BRACE WALL GIRTS CONCRETE X-BRACE WALL GIRTS (PER SHEET S4) (PER SHEET N1) (PER SHEET S4) (PER SHEET N1) 1 ENDWALL INTERIOR ELEVATION © PARTITION WALL INTERIOR ELEVATION 6 6 z•D p l IAA:. ORE.,�.)N4 4'11'30.19 �6).-I/ M. L' i E)(.. t2-3L-15 Q S 1 ASK4 Engineering, Inc. E8 . BY LC 74th INDUSTRIAL PARK BUILDING 'A_ WEB STEEL SALES, INC. t_-J_ 39084 Proctor Blvd. Suite 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 . A 1 fHNEN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 9 7 2 0-083 (503) 668-6550 (503) 668-3267 BUILDINGS = INC. SHEET 6 A DI VISION OF WEB STEEL SALES I . . 19'-6 1 /2" .c ), 1 '-6 3/4" 2'-0 1 /4" 20,-1 3/4" 12 3 1---- 5., 2'-0" TYP. B B 1, ! ,.,..\,„000 c AA D B A ° SYMMETRICAL A ABOUT tAEB ° KEY UPPER CHORD..L3X2X.25 HOLLOW TRIANGLES INDICATE LOWER CHORD..L3X3X.1875 Igh: 2 SINGLE 'A' BRACE, DARK INNER LEG..L3X3X 3125 A I TRIANGLES INDICATE DOUBLE OUTER LEG..L3X2X.1875 S 3 'A' BRACE (PER SHEET Ni) A..L1X1X.109 B..L1.5X1.5X.130 @ EXTENDED EAVES C..L2X2X.125 B i TO FRAME @ COL'S D..L2X2X.1875 5, 7, 9, 11 AND 13 E..L2X2X.25 A ' F..L2X2X.3125 t D A AT COLUMNS 5, 7, 9, 11 AND 13 H..L3X2X.1875 I USE L2X2X.25 STIFFENER J.13X2X.25 to (PER SHEET 54) AND B i OMIT BRACE AT 8' HEIGHT i NOTES B 1. UNEQUAL LEG ANGLES TO BE PLACED WITH LONG LEG IN THE PLANE OF THE FRAME. 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & S4. 3. DEAD LOAD = 5 PSF j SNOW LOAD = 25 PSF * WIND LOAD = 80 MPH, 'B' EXP. o - il S 3 4. FRAME SPACING = 16'-0" .) , i 5. TOTAL FRAME WEIGHT = 837 LBS. I FRAME HALF A,#1.X89£ . ;, 7 NO SCALE ":14-1 , k • OAE.�'' M 1 V30. �,` k s�'H M.k-NGr E-r, t2-3(-18 A S 111 ASK4 Engineering, Inc. _ Eg BY LC A 1 74th INDUSTRIAL PARK BUILDING 'A' WEB STEEL SALES, INC — 39084 Proctor Blvd. Suite 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 Sandy, OR 97055 SANDY, OR 97055-9377 = JOB NO. 9720-083 MEIN y �N�. X503) 668-6550 (503) 668-3267 BUILDINGS SHEET 7 A OM90N OF WEB STEEL SALES 0 I 1 NOTES: 1) THICKEN CONCRETE AS REQUIRED TO PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORONG AT SURFACES IN CONTACT WITH SOIL 2) 'HI TECH FIBERS' BRAND POLYESTER FIBERS MAY BE SUBSTITUTED FOR SPECIFIED WIRE MESH IN SLAB, PROVIDED: A) FIBERS ARE MIXED INTO CONCRETE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF REPORT #NER-424. B) CONCRETE MUST BE POURED ONTO MINIMUM 2" OF 3/4" MINUS GRAVEL OVER UNDISTURBED NATIVE SOIL. GRAVEL MUST BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR : TEST (ASTM D698) AND MUST HAVE A MINIMUM BEARING PRESSURE AS SPECIFIED IN GENERAL NOTES, SHEET Ni. 3) NONSTRUCTURAL WEATHERPROOFING MATERIALS AND INSTALLATION AS WELL AS CONCRETE FINISH SPECIFICATIONS SHALL BE AS DIRECTED BY OWNER. 4) SEE SHEET N1, GENERAL NOTES, FOR ADDITIONAL INFORMATION. BARS (SEE SCHEDULE BELOW FOR SIZE AND NUMBER i OF BARS. PLACE AT LEAST ONE TOP BAR OUTSIDE OF 1 OUTSIDE FACE ---)1 (2) - #5 CONTINUOUS AT TOP ANCHOR BOLTS AT FRAME AND COLUMN BASES. EXTEND PARTITION � OF • AND (2) - #5 CONTINUOUS AT BARS 24" MIN. AROUND CORNERS.) WALL GIRTS BOTTOM OF FOOTING CONCRETE SLAB 6 X 6 - W1.4 X W1.4 WELDED WIRE CONCRETE SLAB I x x MESH - LAP SPLICE 6" MIN. 6 X 6 - W1.4 X W1.4 WELDED WIRE MESH GRADE (LAP SPLICE 6" MIN.) SEE NOTE #2 ABOVE FOR ALTERNATE. A A A x • x • x 4„ VARIES x x x x _ ,4" Y , `� V :et \ \ / W= J --1 V / • z � C-, '� o z 000 ▪ CCI- ▪ y„ J • • NOTE: THICKEN CONCRETE AS REQUIRED TO ^ o Cr) o • PROVIDE 3" MIN. OF CONCRETE COVER o = ON ALL ANCHOR BOLTS AND REINFORCING Y v° °° AT SURFACES IN CONTACT WITH SOIL .. ..-------4.=.114M .. 1 4 ,;�O Pi UNDISTURBED �� �txgj NATIVE SOIL WIDTH 4,� 4389 `F'�i < LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS SLAB DETAIL W. - �� SIDEWALLS 12 12 " ( I )-# 4 ( 2 )-#5 v OREmvN • EDGE OF SLAB DETAIL NO SCALE S q v 30. . dr,, NO SCALE E N D W A LL 5 ( 0" 2 " ( ` )-#!� ( )-#L� M. e-o. IL s%.m A S R ASK4 Engineering, Inc. A 1 WEB STEEL SALES, INC. EBk BY Lc 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS 1= J _ _ , 37396 RUBEN LANE, BOX 9 DATE -11 - 0t1 EtN Sandy, OR 97055 SANDY, OR 97055-9377 JOB No. °I'12o.0 3. 11E. 668-6550 (503) 668-3267 BUILDINGS SHEET C 1 A O V SION Cr WEB STEEL SALES I , • 4 E NOTE: SEE DRAWING 1/3 FOR SHEAR PANEL MATERIAL INFORMATION. ` 4X6 JAMB STUD SIMPSON HD6A HOLDOWN WITH 7/8" DIAM. THREADED DOOR ROD TO CONCRETE AND (2) OPENING • 7/8" DIAM. BOLTS COUNTER- SUNK 3/4" MAX. INTO JAMB STUDS CONCRETE (CENTER HOLDOWN ON JAMB STUD) FOUNDATION P.T. SILL PLATE WITH 1/2" DIAM. , i ANCHOR BOLTS @ 3'-O" O.C. MAX. (3) MIN. 2 71/16" > k___ LOCATE AT LEAST ONE OF SPECIFIED TOP REINFORCING BARS TO THE OUTSIDE OF THE HOLDOWN ANCHOR BOLT. SEE DETAIL 1/C1 FOR REINFORCING. 1 SHEAR WALL HOLDOWN DETAIL �;a�OtPR ',, cS #14389" k 1 C Z No SCALE c '' ' I S 4f4Y30,NC It. M. 0- E'r '. k231.4sd A S 1 ASK4 Engineering, Inc. WEB STEEL SALES INC. ---, . BY LC A 1 , 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS LJ I DATE 6- 11 -97 37396 RUBEN LANE, BOX 9 WENN Sandy, OR 97055 SANDY, OR 97055-9377 — JOB NO 9720-083 INC. (503) 668-6550 (503) 668-3267 BUILDINGS - SHEET -2 A GVISiON OF WEB STEEL SALES OUTSIDE EDGE OF BLDG/SLAB f•■- A --'1 .._..: ter.::..::,:iiii+ .... id .. i +... + ' a.. .' }µl.Ii.yzy}ii•rhfi 7 f f 1�rmr--"'r--'^'�---srr--4+4. / 1 OUTSIDE EDGE OF BLDG/SLAB (OR WALL GIRTS AT PARTITIONS) L_ • • i` CORNER COLUMN L4X4X 1/4 COLUMN - L. 1...` CORNER GIRT CLIP • � � I •.:::4111111 (PER SHEET N1) :1 i 7/8" DIAM. HOLE FOR WALL GIRTS PURLINS PER SHEET Ni 3/4" DIAM. ANCHOR BOLT BUILDING SKIN y 3/16 EMBEDDED 6" (WITH WASHER) CORNER PLAN VIEW 1 1/4" PLATE A 3" SQUARE I 0 EDGE OF SLAB DETAIL C6" X 16 ga. EDGE PURLIN NO SCALE (PER SHEET N1) ATTACHED , 9" LONG 16 ga. 6" X 1 1/2" __ TO TRACK WITH (3) #8 SCREWS TRACK ATTACHED TO PURLIN _ -- INTO TOP AND BOTTOM FLANGE I CLIP W/ (6) #10 SCREWS, L2X2X3/16 BY 6" LONG I CENTER ON CHANNEL RAFTER NOTE: DETAIL 1 /S1 AND 3/S1 NOT USED W/ (2) 1/2" DIAM. BOLTS :::1/8 V FILLET OR GROOVE > e • WELD AS REQ'D � 1 1 1/4" f— CHANNEL RAFTER TYP. A 1 All 4,D P'I M WALL GIRTS ... ORE%A.M t V s4'1V30.19a 4 CORNER EAVE FRAMING �H M• ��G� S1 NO SCALE e4. ‘2.3tiA8 A S KI ASK4 Engineering, Inc. BY LC A i g g EB 7 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. L J = DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 u1EENH Sandy, OR 97055 SANDY, OR 97055-9377 ._ JOB NO 9720-083 ulh Iful[ _r (503) 668-6550 (503) 668-3267 BUILDINGS SHEET Si I1L A DIVISION OF WEB 5 ItL1 SALES 1 1/4" R 1 PURLIN CLIPS PER SHEET N1 1 1/4" 2" --II s-- .._ typ.1 _r_ - ��., 2" �r ''•� 1 -'--4--- r'' T ..r i p� 2" y .. + II + „ 2 i .. �� II �,-��J (4) 1/2" DIAM. c.■„ ` -�" A-307 BOLTS WIDE FLANGE r -J _y II STEEL CHANNEL END COLUMN rf �l ENDWALL RAFTER 'C CHANNEL ENDWALL II 1. (4) 1/2" DIAM. II RAFTER A-307 BOLTS II WIDE FLANGE ENDWALL PEAK DETAIL @ COLUMN ..,---- ENDWALL COLUMN (SEE ENDWALL ELEV. FOR BRACING REQ'TS.) 1 1/4" ( I�oT L)SE-'7) 4 ENDWALL COLUMN-TO-RAFTER DETAIL S2 It- OUTSIDE EDGE OF GIRT / BLDG / SLAB 4 1 " 4 1 " 2" la rr- II ''�- II i 11/2" 11/2" 6" GIRT c.J N - �~ �"-- .��. 0 , — t A.B'S (2) 7/8" DIAM. HOLES )(2) 1/2" DIAM. A-307 BOLTS, k 1/4" X 4" X 4" FOR 3/4" DIAM. ANCHOR t 1/4 X 6 X 9" EACH SIDE �,Q p BOLTS WITH WASHERS lip% �� EMBEDDED 6" W 6 X �_ 'C' CHANNEL ENDWALL F� / END COLUMN RAFTER' ''� r� 3/16.3 jiii■ _ ' /�..� TYP @ FLANGE ~=� t 3/16 • i TIP. ENDWALL PEAK DETAIL 0 W 6X END COLUMN BASE Ls )2 ,�YN� s`�HM. \01 €'i?. ,2_3L4s • EB :.. BY LC A K 1 ASK4 Engineering, Inc. WEB STEEL SALES, INC. L;� - I 39084 Proctor Blvd. Suite c BUILDING DETAILS 37396 RUBEN LANE, BOX 9 =_ DATE (e, - 1t- q-1 OWE. Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. q'1i2o -0 0 3 INC._FA (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S2 A q VL570N OF WEB STEEL SALE II`• 0 PT. 'D' 1/8 I 6 mipw- TYP EA PT. 'C' E.A.END 1/8 r I p SIDE OF , JOINT 3/16 EDGE PURLIN >CLIP EA END 1/8 V8 sø*® p 1/8 I SPLICE ANGLE 1r� N TO MATCH CHORD CENTER ON 3/4" DIAM BOLTS TO PT. 'C' '�� PT 'D' TYP.(SEE SHEET NI 1, MAX SIZE(12'LONG) A � N - ALIGN THIS 2'-0" FOR TYPE) TYP ® CENTER ON EDGE WITH L 4 X 3 X 3/8 EA END 1/8 8 PTS.'B'&'C' PTS. 'B'&'D' Ty R. CHORD SPLICL , 1 1/2" 1/8 I 6 NO SCALE 3/4" DIAM. BOLTS a !O ' TYP.(SEE SHEET N1 EA END 1/8 8 1 1/2" 2" FOR TYPE) M 2" 2" •øI NOTES 1. SEE SHEET S4 FOR MEMBER i ��� f' WELD'G NOT SHOWN. N -kr III 1/8 r 8 :I ,� 1/8 V 2. USE 3/4" DIAM. BOLTS .; �� . AT LOCATIONS SHOWN 0 EA.END 1/B r AN, EXTEND BEYOND NEXT PANEL POINT 12"MN. 3. IF SPECIFIED WELD LENGTHS mac LAP SPLICE 6" MEN.W/3/16" FILLET WELD ALONG TWO EDGES OF BOTTOM CHORD OR ARE NOT ALL POSSIBLE ON _ BUTT SPLICE LIKE TOP CHORD FRAME PEAK DETAIL TO PT. 'A' FRONT SIDE SHOWN, PLACE r ��� CK REMAINDER ON BACK SIDE. • +� PT. '8' 1- PT. 'A' 1/8 r 3/16 r 10 71b G. � " CENTER ON 3/16 oW ¢ V 1 • \� POINT 'A' c v ` K 7 �G 6 1/2" 1/8 V6 • ALIGN EDGE 0 TO PT. 'S' ,g ...;"4 4. • WITH PT. 'B' AND'D' u., z 1 1/2"o C p > c X3X3S8 � - (BOTH SIDES OF = i■1 0 C CONNECTgN) TO PT. 'A' 2'-0 3/4" it.A.B.'S SIDING r 4 MATERIAL 3/8"BASE PLATE X 8"X 9" m A FRAME EAVE \' O 3/16 1 A 1/4" SIDE PLATE X 8"X 4" NO SCALE �L BUILDING FRAME �' L BOTH 1/4"OFFSET cm e/130TH CONCRETE 3/16 4EGS �h FOUNDATION (2) 1" DIAM. HOLES FOR w ® : ---� ' 3/4" DIAM.ANCHOR BOLTS (WITH WASHERS) EMBEDDED 3/16 LEGS Q�9 ` i 7"MIN. INTO CONCRETE v 'Q�� • Y f38 o ° 111/ I�• OREniti i ICI _ ,l, 4 BASE PLATE DETAIL FRAME BASE SECTION `r �Y3o, '�� S 3 NO srALE M. M. 1_\G NO SCALE ',el(. 12-31-95 r A K� ASK4 Engineering, Inc. KWEBh BY LC 7 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. DATE 37396 -97 37396 RUBEN LANE, BOX 9 KNEEN Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. 9720-083 INE. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 53 A DIVISION CF WEB STEEL SALES ■ • ft PURLIN NOTE: DURING INITIAL X-BRACE INSTALLATION, TIGH lEN CABLE SUCH THAT WELD 'B' NO SAG OCCURS,THEN TURN NUT AT ONE END AN ADD < WELD 'C' ADDITIONAL N/ r V (2) FULL TURNS. 1 FRAME CHORD WELD 'E' - CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X-BRACING MEMBER 2-1 2 CABLFS TO ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT STIFFENER NOTES: INSTALLATION PROCEDURE ABOVE. • -\�\_\��-�. 1. WELD LEG SIZE TO MATCH ' �J I I STIFFENER STIFFENER THICKNESS., 3" TOP OF STEEL FRAME (OR I (SEE FRAME BLDG. FRAME COLUMN @ SIM. CONDITION) ' I HALF DRWG.) 2.TOTAL WELD LENGTH AT • I THE ENDS l5 THE SAME AS ` 45 'ROCKER' WASHER WELD,A /1 1/2" ` NOTE 3 OF WELDING i MIN. ' REQUIREMENT, DET 2/S4. ---L4X3X3/8X21/2" WfTH / / i 1 1/2" SLOT FOR EYEBOLT V211-1 2 ` WELD D, 3. WELD 'E' ONLY REQUIRED r 3/1 6 5" TOT ' FWC "FLO-IOC- FRAME JOINT AT 2-MEMBER CONN. \ ' FOR L4 X 4 STIFFENERS. TACK WELD AT OTHER STRAND GRIPS ANGLE SIZES. • EYEBOLT i I FRAME DIAGONAL WITH NUT i FLD-LOC CABLE 4. EXTEND STiF1 EVER BEYOND --` � PANEL POINT SUCH THAT CHORD STIFFENER WELDING 1/2 THE SPECIFIED WELD , NOTE ATTACH AT BASE OF COLUMN IS PAST THE PANEL POINT. AND AT ROOF X-BRACING IN SIMILAR MANNER. V ` WELD'C' LE \ \\ \ IF WELDING REQUIREMENTS 1. CENTERLINES OF WEB MEMBERS SHALL ALIGN AT COMMON POINT ASSEMBLY DESIGNATION AS LOCATION SHOWN. EYEBOLT ( GRIP LENGTH CABLE WELD'A' I \-- RD 2. FILLET WELD LEG SIZE TO MATCH ✓1 1/2" WEB MEMBER THICKNESS. QOoF FWC 250 BA MIN. CWELD 'B' 3. MIN. TOTAL WELD LENGTH FOB w 1/2" DIAM. 19 1/2" LONG 1/4" DIAM. V AT EACH END OF MEMBER . FRAME JOINT AT 3-MEMBER CONN. a" FOR L 1 X 1, FWC 375 BA 5 1/2' FOR L 1.5 X 1.5, %r&P'i (7p�TYr(aeJ - - 7" FOR L 2 X 2, \„EAU-S 5/8" DIAM. 26" LONG 3/8" DIAM. 10" FOR L 3 X 3 c• !#1.:89`-P A 4. WELDING SEQUENCE: WELD 'A' FIRST, WELD 'B' , We-���r 2 FRAME WELD CONNECTION SECOND, THEN WELD'C'. _ 5. CLIP CORNER OF WEB MEMBER 0 X-BRACING CONNECTION DETAIL s �gY3a S 4 NO SCALE AS REQ'D TO ATTAIN SPECIFIED NO SCALE WELD. WELD ON BACK IF MN. NrH M. 0 NOT POSSIBLE ON FRONT. E-R. 'a-31-18 A S ' I ASK4 Engineering, Inc. EB BY LC AiWEB STEEL SALES, INC.39084 Proctor Blvd. Suite 'C' DATE (o - 1 1 - °1`I ENGNEENF Sandy, OR 97055 BUILDING DETAILS SANDY, OR 97055-9377 JOB NO. 6:11 1_0 -0e INC. (503) 668-6550 (503) 668-3267 3 Sk 37396 RUBEN LANE, BOX 9 BUILDINGS SHEET S 4 A DIVISION OF WEE STEEL SALES • IIIIIIIIII • tt L___ CORNER COLUMN - CORNER GIRT CLIP (PER SHEET N1) WALL GRITS • CORNER PLAN VIEW 16 ga TRACK FASCIA BEYOND (WITH 1 1/2" FLANGES) PURLINS (PER SHEET N1) I 12" LONG 16 ga. 6" X11/2" MACK ATTACHED TO PURLIN C 6" X 16 ga. (ENCLOSE WITH I� TRACK CLIP W/ (6) #10 SCREWS, 18 ga.TRACK IF REQ'D FOR EASE PURLINS CENTER ON CANNEL RAFTER OF CONSTRUCTION) C6" X 16 ga. EDGE PURLIN (PER SHEET N1) ATTACHED TO TRACK WITH (3) #8 SCREWS C 6" X 16 ga. EDGE PURLIN — INTO TOP AND BOTTOM FLANGE (WITH 1 5/8" FLANGE) C 6" X 16 ga. ECGE PURLIN ENCLOSED WITH 18 ga.TRACK, 9 BEND WEBS OVER TO ATTACH r y (PER SHEET N1) TO EXTENSION MEMBER WITH �r y-'� +}y ENCLOSED WITH 18 ga.TRACK, -� (2) #10 SCREWS @ 3" O.C., TYP. y + ■ BEND WEBS OVERTO ATTACH - '� __� -JJ t .4. + TO EXTENSION MEMBER WITH _ `_r^�r r f~ -1 t �- 's- }� +t (2) #10 SCREWS @ 3" O.C., TYP. 5„ ___a_22: �-- 5" y MIN. _ } + ��'- MIN. .__, �.; 1 1/ .01 5� - STEEL CHANNEL MIN. L2 X 2 X 3/16X6" LONG LYF TYP. PURLIN CLIPS PER SHEET Ni. W/(2) 1/2" DIAM. BOLTS I ` ENDWALL RAFTER ' ^ • OFFSET CLIP 1/2" AND WELD TO �g V — BACK OF TOP CHORD WITH 1/8" O1 PURLIN (PER SHEET NI.) FILLET WELD. BEND WEBS OVER TO ATTACH BUILDING FRAME „wall .4r TO EXTENSION*MEMBER WITH N--- (2) #10 SCREWS 3" O.C., TYP. GIRTS CORNER COLUMN ALIGN PURLIN CLIP � r r i1f/,!� • WITH OUTSIDE FACE fr OF FRAME OUTER LEG aG E ��I i*14'89�;J�1� , cc 0 EXTENDED EAVE @ ENDWALL EXTENDED EAVE @ BLDG. FRAME _r .� '\-� •• NO SCALE NO SCALE `� "`)6 �'1Y30. 6 SFr- M *r\Gx- exe- I2-3(AS A S NI ASK4 Engineering, Inc. WEB STEEL SALES, INC. L BY LC A I 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 7 E1OHN Sandy, OR 97055 SANDY, OR 97055-9377 JOB No. 9720-083 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S5 A DIVISION CF WEB SItt:SALES i '1 '-"f- I __r CORNER COLUMN GIRT CLIPS (PER SHEET Ni ) PURLINS PER SHEET N1 WALL GIRTS BUILDING SKIN - CORNER PLAN VIEW _- A 1 C6" X 16 ga. EDGE PURLIN 1 (PER SHEET N1) ATTACHED — 12" LONG 16 ga. 6" X 1 1/2" TO TRACK WITH (3) #8 SCREWS TRACK ATTACHED TO PURLIN .- INTO TOP AND BOTTOM FLANGE I CLIP W/ (6) #10 SCREWS, I CENTER ON CHANNEL RAFTER L2X2X3/16 BY 6" LONG I _ --- W/ (2) 1/2" DIAM. BOLTS I r III • ..... . ._... .,,_____,j2"2„ r r- FILLET OR GROOVE "a. WELD AS REQ'D 1/8 PARTITION WALL 1 1/4" fir— CHANNEL RAFTER TYP. A I ' �, .T s . ek,„ V I Cr g.01.). , , --i *Ala*" 1 CORNER EAVE FRAMING OFIE..ki A S6 NO SCALE t 1 4 14 3 Q \' 's. -Q. CZ-3%-cis A S '4 ASK4 Engineering, Inc. WEB EB BY LC A 1 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS STEEL SALES, INC. I__ ,J DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 ENGNEDIN Sandy, OR 97055 SANDY, OR 97055-9377 — - 1 JOB NO. 9720-083 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S6 A DIVISION 0`WEB S IttL SALES . 1 i , i • Y r. PURLINS PER SHEET N1 BUILDING SKIN C6" X 16 ga. (PER SHEET N1) BEND WEBS OVER TO ATTACH TO EXTENSION MEMBER WITH (2) #10 SCREWS, TYP. C6" X 16 ga. (ENCLOSE WITH --` rf - ` - . _+t -r`*�`i -- 18 ga. TRACK IF REQ'D FOR --� S 1/2 ` r -- r.----� --- EASE OF CONSTRUCTION) _— 3 y+ 110111-_-- } +: + C6" X16 ga. EDGE PURLIN MIN. 11 + 1 /2 f (PER SHEET Ni ) z_ - — ------1- ENCLOSED WITH 18ga. TRACK. 5" _---- — 2" ---_- J CORNER COLUMN BEND WEBS OVER TO ATTACH MIN. • 2" �r - GIRT CLIPS TO EXTENSION MEMBER WITH rr • f r y PURLIN CLIPS W/ (6) (2) #10 SCREWS. #10 SCREWS MIN. (PER SHEET N1) WALL GIRTS I PARTITION WALL 1 1/4" +— 1/8 V CHANNEL RAFTER L2X2X3/16 BY 6" LONG TYP. CORNER PLAN VIEW W/ (2) 1/2" DIAM. BOLTS A ' A 1\ WALL GIRTS 41k O � -if„ 1 • 1 PARTITION WALL FRAMING c�'tiM. l-' , S 1 NO SCALE EsfY. 12-31-48 EBN°� S ' 4 ASK4 Engineering, Inc. BY LC 4 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS, WEB STEEL SALES, INC. 5__1,111Y- _ DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 ENGINWN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 9720-083 �N[ (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S7 A DIVISION CF WEB Sita SALES • • • 2X6 HEADER @ 4 4 2X10 HEADER I I ENTRY DOOR. D1 3 D41 4—OUTSIDE FACE OF BUILDING 1 STEEL FRAME STEEL FRAME �o -o iii OR COLUMN 114----I r� OR COLUMN -- i ii.� I 1 ° ° 11 1/8" 2-4 2X 1 0 #2 HEADER J DOUBLE GIRT ABOI' 0 1 lIi I� 1 1/2" LIP ! - '�1 L4X4X1/4 X 6" WITH --� DOOR WITH TYP. CLIP — --�� AT EACH END OF EACH 4" . (6) #10 SCREWS Co GIRT I • 1 1/2" O.C. EA. WAY ell'Mi••'1111111'r ,� INTO 2X10 2X8 #2 HORIZONTAL / 2X6 #2 HORIZONTAL • 1 TYP GIRT I TYP. GIRT CLIPS (NOTCH ENDS OF 2X JAMB TYP. TO I ,= HORIZ'S. AS REQ'D) 4,------------- MATCH GIRT (END ° a. —2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER AND HORIZONTALS i NAIL TO GIRT W/ (2) 16d NAILS) 0 2X8 #2 HORIZONTAL OF SLIDER DOORS PAST FRAME AND CONNECT c (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE 1/2" DIAM. A.B. HORIZ'S. AS REQ'D.) • WITHIN 6" OF JAMB. 3 SLIDER HEADER DETAIL Q SLIDER HEADER SECTION 1 ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL D1 NO SCALE NO SCALE D1 NO SCALE D1 NO SCALE 2X4 VERT OVERHEAD '•I•U 2X JAMB 6 SPRING BOX DOOR OPENING D 1 ASSEMBLY TYP. _ 2X GIRT OR 2X GIRT (NOTCH EACH SPRING _� EDGE PURLIN AS REQ'D.) - DOUBLE GIRT ABOVE '� 2X BLOCKING OUTSIDE FACE DOOR WITH TYP. CLIP Ir1 •- AT EACH END OF EACH ti (NOTCH AROUND OF BUILDING GIRT EDGE PURLIN WHERE APPLICABLE) OVERHEAD/CANISTER --iii- 7 DOOR JAMB SECTION D7, fi STEEL FRAME 2X BLOCKING NO SCALE OR COLUMN . (24" LONG) 7 I �[ [ ' OUTSIDE FACE TYPICAL DOOR NOTES: PR V4.BUILDING ,��D Pll i �{ 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER t '•�' TYP GIRT 1T� DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF G 143� !/U. ��` SLIDER DOORS. • -4.i • ■ �I�'a� 1/2" DIAM. A.B. DOOR OPENING 2) MAXIMUM DOOR SIZES: WITHIN 6" OF JAMB. SLIDER: 16° X 16° ORE. * S OVERHEAD/CANISTER DOOR FRAMING DETAIL 0OVERHEAD SPRING BOX OVERHEAD AND CANISTER 14° X 16° ` 1Y3O,`NO SCALE NO SCALE 3) THESE DETAILS DO NOT APPLY TO BI-FOLD s�H M `�G`r OR TRI-FOLD DOORS. 4) SLIDER DOOR OPENING DIMENSION xP. v 2, 91-0 REFERENCES ARE NOMINAL, NOT ACTUAL Q S ' EB ASK4 Engineering, Inc. WEB STEEL SALES, INC. BY LC 4 1 39084 Proctor Blvd. Suite 'C' DOOR FRAMING DETAILS 37396 RUBEN LANE, BOX 9 L' J DATE (L 11 1�] SANDY. OR 97055-9377 J NO. - O ENGNED�N Sandy, OR 97055 _ JOB �i�2� 83 INC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET D1 A DIV1BON OF WEB STEEL S.PS . CONTINUOUS WALLBOARD INTERIOR JOINT COMPOUND, TYP. @ •' ALL JOINTS AND PANEL (1 ) HOUR FIREWALL CONSTRUCTION:• F, ,.f EXTERIOR SIDE: (1) LAYER 5/8" TYPE 'X' GYPSUM SHEATHING••' EDGES INTERIOR SIDE : (1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD • ;r'� NAILING: 6d COOLER OR WALLBOARD NAILS @ 7" O.C.@ BOTH SIDES W • WALL GIRTS SCREWS: #6 @ 8" O.C. INTO STEEL TRACK/PURLINS•A ... (PER SHEET N1) STEEL FRAME WALL GIRTS TO BE AT 24"O.C. f A (OR STEEL COL. @ SIM.) INSTALL VERTICAL BLOCKING BETWEEN GIRTS @ 10'-0" 0.C. MAX Z I / r 1 .''• i I `•' .• • 24" WIDE WALLBOARD PANEL BETWEEN WALL z STEEL FRAME ' f GIRTS. ATTACH TO .�- :': . :':. WALLBOARD WITH :.. • FACE OF BLDG. #7 SCREWS @ 8" O.C. 4 EXTERIOR 'j _ 1 8ga.TRACK BLOCKING E CONCRETE FOOTING :'r • r--- ----� ^ GIRT CLIP WITH ....% ... .....1,.., V (4)- #10 SCREWS EDGE PURLIN ENCLOSED IN METAL 18ga.TRACK SIDING i...... . .. // f • `._ '' ,. " SECTION A—A (PLAN VIEW) ..., i. f 4 i j 5::� • 0 .S' NO SCALE i : -, , t? :- , �;',, PURLINS i {,�, <_f METAL ROOFING EXTERIOR ' v� AND SIDING w - • :\ y . ,i-:r C.".1 "' =- 4, ENDWALL RAFTER i::J CHANNEL a O 1 8ga.TRACK INTERIOR P��/ EDGE PURLIN , ` YO ilf EI'4CLOSED IN .•' EXTERIOR 1 8ga.TRACK • `�� 1 SECTION @ BLDG. FRAME BASE INTERIOR j,..1, , • • F1 - NO SCALE ORE irttkb �/v30, � 1'H M. 06'�'� elrAt-31.•18 till, SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION AT TOP OF ENDWALL NO SCALE F 1 (Ncr)-- os>G v) A S RI ASK4 Engineering, Inc. EB BY LC A 1 39084 Proctor Blvd. Suite 'C' FIREWALL DETAIL WEB STEEL SALES, INC. 37396 RUBEN LANE, BOX 9 L DATE s- 1 1 -97 [ME Sandy, OR 97055 (1) HOUR RATING PER GA #WP8105 SANDY, OR 97055-9377 _ JOB NO. °1~1 20 -o S3 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET F 1 A DIVISION OF WE$STEEL SALES