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Plans •• gowns; 0 cn :::I iI v N In i m u s V N O d 411)1171 t • N N 00 1iiiIIWI D (n r u) fo rq c-UrX11 o 01 o PCs) 0 ime.zu - c IN c .�.a) AVEO n n .l/v N o 13 o Si Q O -rn x , 1 N i/1 a f TABLE OF CONTENTS ^" NICOLI ENGINEERING (TENANT) 4, \\z 0 0=, 0.1 COVER 5HEET o= z ', 8 ;- Z -� 02 GENERAL INFORMATION Cl- w Y 03_ GENERAL INFORMATION +'. 2 �v `^ U1 1.1 SITE PLAN/CAMPUS PLA �' P� a 12 BUILDING PLAN/NOTES BONITA U 2.1 FLOOR PLAN -.44.. . 1, w 22 SECOND FLOOR PLAN 23 FOOTING PLAN Q // b r [e),, 2.4 2nd FLOOR FRAMING PLAN 1 i 3.1 ELEVATIONS 4.1 _ T.I. SECTIONS = CITY OF TIGARD 42 T.I. SECTIONS I I'• I SITE ' Approved [ ]: 43 T.I. SECTIONS CC 0 5.1 DETAILS Q S W. DURHAM RD. Conditionally Approved [ 1: 52 DETAILS a_ For only the work as described in 53 _ DETAILS S.W. SHAFFER �� PERMIT NO. guP co-- 6 15— 5.4 DETAILS _J TIGARD 4 Sea Lotter to: Follow [ 1: 55 DETAILS Q SCHOOL TREATMENT �� Attach [ 1' g STEEL/ASK4 ENGINEI=RING (SHELL) co PLANT Job AddresS:—L`�Z Li ` N1 COVER SHEET ey: >� I FOUNDATION PLAN 0 N 2 FOUNDATION PLAN D z N 3 ELEVATION 0 6' Q 4 ELEVATION Z 0 - z 7 5 ELEVATION Z 7 o VICINITY MAP 6 _ ELEVATION o 1 ELEVATION W J vi o 8 _ ELEVATION r ¢ CI DETAIL Z t cp C2 _ DETAIL W Im 1 51 __ DETAIL 52 DETAIL Q 53 DETAIL 54 DETAIL L 55 DETAIL i Cr 56 DETAIL N 51 DETAIL ° IT 1]�]j�T/� D1 _— DETAIL 0_ li)UJLL�LD Ild V G C F1 DETAIL DATE: • 22.11 DRN BY: PSP CHK'D BY: JDA JOB #: 960806 BUILDING PERMIT SUBMITTAL DWG /f: CD.1 0.1 Al GENERAL NOTES BUILDING AREA = 6400 S.F. --MEL'M c ° 'D ■ 1111:1 - 0 (D 1. PROVIDE A 2A TO BC FIRE EXTINGUISHER IN EACH TENANT 5 TENANT SPACES = 1280 SF. EA. :::iris „ SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE EACH TENANT SPACE /°�l!!I.- N oI wt MIZE EACH (NFPA 10, TABLE 3-2.1). b dL J� c'n N `ND `o0D I OFFICE = 195 SF. 1 REST ROOM = 60 S.F. CTUM11 o ° m M 0 0 PREVIOUS APPROVALS WARE HOUSE/MANUF AREA = 1025 SF. I.. . ° N Q, 1. SITE DEVELOPMENT APPROVAL(PENDING): SDR 91-0002 2nd FLOOR(STORAGE) = 255 S.F. KOMI m 2. SENSITIVE LANDS REVIEW (PENDING): 5DR 91-0002 9 o MECHANICAL SYSTEMS 3. SITE PERMIT: PENDING i l� N o 0 0 ENGINEERED FILL I) PROVIDE A 2A FIRE EXTINGUISHER , I!a0 o 0 • 1- a a ii IN EACH TENANT SPACE IN A CONSPICUOUS I. FILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE LOCATION WITH A SIGN PLACED ABOVE EACH. ` 3/4" MINUS ROCK PLACED IN 6" LIFTS 4 COMPACTED TO 95%. LOCATE AS REQUIRED TO PROVIDE A MAX. igkiN; TRAVEL DISTANCE OF 15'-0" / 2. OWNER SHALL PROVIDE THE �E CITY OF TIGARD WITH A COMPACTION REPORT FOR FILL UNDER THE BUILDING. 2) MECHANICAL PERMIT (AND PLANS AS REQUIRED) a ` LI SHALL BE OBTAINED BY CONTRACTOR. �z �� u ` FRAMING NOTES THE SYSTEM SHALL PROVIDE NOT LESS THAN 5 '� ' -' nr" ,i CFM PER MINUTE OF OUTSIDE AIR WITH TOTAL t `',: S� Alit LAI 1. REFER TO WEB STEEL BUILDING DOCUMENTS FOR FRAMING CIRCULATION AIR OF NOT LESS THAN 15 CFM V ) T AND STRUCTURAL NOTES.(SHELL) PER OCCUPANT. THE RESTROOMS SHALL HAVE •se`��: , w 2. REFER TO NICOLI ENGINEERING DOCUMENTS FOR TENANT IMPROVEMENTS AN EXHAUST FAN CAPABLE OF FORM (4) AIR V\, AND CODE INFORMATION. NIII CHANGES PER HOUR. 3. WOOD FRAMING: DF-L "2 OR BETTER SEW- ROOMS 4. GYPSUM BOARD: 1/2" BOARD WALLS 4 CEILING PROVIDE MOISTURE RESISTANT GYPSUM INSTALL A UNISEX SIGN MOUNTED Se 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 0. SIGNAGE SHALL COMPLETE w/ ACCESSIBLE 1. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE REQUIREMENTS J SEALED WINDOWS 4 DOORS ARE TO BE CAULKED, GASKETED Q OR WEATHERSTRIPPED. A PRIVACY LOCK AND AN OCCUPIED 2. A 1 - PERM VAPOR RETARDER IS TO BE INSTALLED ON THE INDICATOR SHALL BE PROVIDED. LOCATED CC WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOORS, WALLS 4 GRAB BARS 33"-36" APP. !— CEILINGS. Cn FLOORS SHALL HAVE SMOOTH, HARD D 0 `1' v- 3. INSULATION WALLS = R-13 BATTS NONABSORBENT SURFACE 4 SHALLOW EXTEND 0 z N ROOF = R-19 BATTS UPWARD ONTO WALLS AT LEAST 5 INCHES. Z 0' Q °' 4. IF RECESSED LIGHT ARE USED, THE SHALL BE INSULATION O COVERAGE (IC) RATED. WALLS WITHIN TWO FEET OF FRONT AND SIDES Q OF WATER CLOSETS. NONABSORBENT SURFACE W a 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2" AIR SPACE, TO HEIGHT OF 4'-0 L D OW E COATING AND TINTED OUTDOOR PANE. Z ? ^ Q SPECIAL INSPECTION PROGRAM W m THE BUILDING OWNER IS RESPONSIBLE FOR THE < CODE DATA OFFICE FOLLOWING SPECIAL INSPECTIONS: Q ACTUAL AREA: 1280 CONSTRUCTION TYPE: V N , 1. COMPACTION REPORTS FOR ENGINEERED FILL. ALLOWABLE AREA: 2. FIELD WELDING (IF REQUIRED) w OCCUPANT LOAD = 9 0 OCCUPANCY: TYPE: B, F-1 OFF ICE 195/I00 = 2 TESTING AGENCY: CARLSON TESTING, INC. cc MANUF IO2 /200 = I P.O.BOX 23514 TIGARD, OREGON DESIGN LOADS CONTACT PERSON: BRIAN LEACH DATE: Iv •22.11 2nd FLOOR STORAGE 255/300 = I PHONE NO.: 684-3460 DRN BY: PSP WIND SPEED: 80 M.P.N., 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.S.F_(ASSUMED) NICOLI ENGINEERING WITHIN 10 WORKING DAYS 2nd FLOOR: L.L. = 125 P.S.F.(LIGHT STORAGE) DWG #: A0.2 ROOF: SNOW=25 P.S.F. 0.2 Lj ID LO ell lha�m N to ..1:11K41111- Q) P!Ii m N o•FIRE BLOCKS IMI11IME L _ N N m IuldIgJ cn cn rn m m FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING y■M1MII , , LOCATIONS: "'EL 1 o 2 N ,°� ___���J r C N C v v I. INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 141 2 x ° LEVELS AND AT 1m'-m" INTERVALS BOTH VERTICAL AND '?i c) N m HORIZONTAL. • 171 v N o rn ° 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL a a �` AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP — CEILINGS AND COVE CEILINGS. '�� 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE r ��jam`, \ ••". / � c 1 AND BOTTOM OF THE RUN BETWEEN STUDS ALONG AND IN t.•,-5 e - -r.:1. ! , 1■ LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE �''`j`� i STAIRS ARE UNFINISHED. j ,}` '. u ' ,:J' Ili ,r I 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMINEYS, `)"�4' r:.• FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A \C°,;,.,„ \r PASSAGE FOR FIRE AT CEILING AND FLOOR L EVE LS,WIYH '``1 w NONCOMBUSTIBLE MATERIALS. 5. REFER TO THE OSSC, SECTION 10822 FOR FIRE BLOCKING CONSTRUCTION REQUIREMENTS. CC Q a- --J Q DRAFT STOPS F DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING = 0 Z N LOCAT IONS: Q Q !� Cr) Z V L z 0 I. DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, Z w OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR W 0 o COCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN �' o THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN J DRAFT STOPS DOES NOT EXCEED 3,00 SF. AND THE Z 5 GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. W m 2. REFER TO THE OSSC, SECTION '1083.1.3 FOR DRAFT STOP Q CONSTRUCTION REQUIREMENTS. L C Zr` ci w N 0 0 DATE: i0.22..611 DRN BY: PSP CHK'D BY: JDA JOB #: 950930 DWG #: A0.2 0.3 3215' I-HR WALL DUE TO LOCATION „,, I ::;ITL_a c CO n M fil TO PROPERTY LINE. m,,,� 20 a0' I --- ! W 0 CO _ N 89_51'48_'E 534 00' OPENINGS SHAL�pE��20TgGTE I inmr.si u I 1 ` I I I III■ErMi i' .• N N 1C0 -17: UP BUILDING 'A' I ; I o I .:.4:JE, N .. .. \ ,n I ! I ' I ; ►-4rsi p .� co °O O s 6 400 S.F. ■ I 4, N C v v , I I ■��1L+�J 40' X 160' ...rl i I I IMMIVA u U N 8, = I-HR WALL DUE TO LOCATION 40 -` } I /�-I : X o TO ASSUMED PROPERTY LINE. .. I G r-G. I % I '_,v vi 2 .. OPENING ARE ALLOWED ■ 45.0 ' I ' 1 , 1 �•i Cl o `i x IN EITHER BUILDING BUT Ili u; r j +O ; 1n,`�c o • = r o NOT BOTH BUILDINGS. in m 1 9 I I I o Of n F= a �` , BX I ' � I . si 6 1 1, n ..... 1 I. , • = I ' r ' BUILDING 'B' t N 1 . w. ��''� :,5,760 SF. 1.:■ I ii z o f /,`�!/ 40' X 144' 0 i I I I I a .- ^ 2 C'' c_ '`'`/ ; to : ►1 52.50' 1-HR WALL DUE TO LOCATION, i I kil I0 I 4~ J i� 1 `''I ASSUMED PROPERTY LINE IOF WINDOWS ARE NOT REGISTERED I i ` W I TO BE PROTECTED I ,`► = O/ / y Q 1 • I�' I .'.. i ///// i' s s I I I I I I Nill �, BUILDING 'C' -; ! In I 3,840 SF. 5,160 SF. ul I I I Ne 4 4 .� ~ 40' X 96' / I � 40' X 144' - I I 'Fr.,' i �� c GI ' I IlliI j I� j /Q^tx 1 i 35.00 ASSUMED PROPERTY LINE 45's" ■ • rini • ■ / . ■ i I i I ri 1 61� ! 7 ■ i I I OI I-- BUILDING F F BUILDING D a I 1 1 i I q i ! I I CD 0 w 6 000 5F. 4m' X15O ' dl i I 1 IH ' Q rN _________________r ---------- - - S 89'548°,W - 341.11' , Z z a i I o / I I-HR WALL DUE TO LOCATION I Z ' TO PROPERTY LINE. W o / I OPENINGS SHALL BE PROTECTED D 0 cn o � / Z I I NORTH Q i Ito (n SITE PLAN 1 1, �. tYl U /� In, O 1 1 I 0 1 d 1 I I DATE: iv • 22.11 = DRN BY: PSP P CHK'D BY: JDA I Ito r JOB #: 960806 1a DWG #: A1.1 L--- S 3, 711r4E7 W 2m1.05' ----- 1.1 --mina Co CD CO In .�rlsi;i C ...11r. N 0 ED 0 ED ---'r•i ,••17, t '' N N CD ACCESSIBILITY NOTES \i/I+ia v rn • 4uI►1117I i M .fir*I o 03 0 0 1. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND !! ii:- c c u U�rl� N ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL i:P'dP•� b COMPLY WITH O.S.S.C., SECTION 1109 i rs N 3 0 x '�, CO V1 O 2. HANDLES, PULLS, CATCHES, LOCKS AND OTHER OPERATING DEVICE5 ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES AND STORAGE 1wi v Cr) m o o x FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, o o+ ` `o o a I= d PINCHING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. { OSSC, SECTION 11093.1 O� 3. CHANGES IN FLOOR LEVEL SHALL NOT BE GREATER THAN 1/2 INCH. \ ,jO 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE q z y: + WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 11092, AND NOT LESS THAN 36" ABOVE THE FLOOR, OSSC, SECTION 11093.2. W n- ELECTRICAL AND COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15" HIGH ABOVE THE FLOOR `� o �" zc° V)i t tr \ ____ SZ CC • p FORWARD NEAGH: 48" • Q/�• ------- (BEE ADA FIGURE NO. 5) arm�.■s 1.i... lig (089C,CHAPTER I1) r�waarnrrw - --- i ____•I r l� 1 BIDE REACH: B4" "'"` (BEE ADA FIGURE NO. 6) J 611. . (O85C,CHAPTER II) Q r ■-14ww.wa rw wrra w wrr-rw.w.sawa r.rwrrw.ws N A mum N Q Q Q) GRAB BAR L CA1ONe REACH RAWER LAVA1O z n. .,. Q. Z Z ter- O w Q 3 0 cri 32 0 32 0 32 0 32 0 16'-0 J ^ D, f f r� .`.� , Q ��. _ SHEAR WALL NOTES (1.I.) Z m r I I I. SHEAR WALL SHEATHING: 3/8" PLYWOOD Q A- 2. NAILING PATTERN L EDGES: 6D NAILS 66" O.C. q 0 FIELD: 6D NAILS 612" O.C. 2.1 /C ^I1I►I11I 1 �j� w c \v 3. SOLID BLOCK AT ALL PLYWOOD EDGES 9 SHEAR WALLS. o 1 1 TYP. it , i DATE: to•ZZ•a-j ' I I FLOOR SHEATHING NOTES (T.I.) .A.___i DRN BY: PSP NOR7N ,„� _„' \ 1. FLOOR SHEATHING: 3/4" PLYWOOD (24/0) CHK'D BY: JDA 0 BUILDING PLAN 2. NAILING PATTERN JOB #: 960806 EDGES: SD NAILS *6" O.C. DWG #: C1.2 NOT TO SCALE FIELD: 8D NAILS €12" O.G. 1.2 •uil rri m N Pn P-_qr!i 9 N o 4 ...]r;! ,; • c\ N 2 onolirso o.�4r11 m o 0 ii■I11►.i ; 8) N T I I.I I P'dN■i 1 w --;I'4—+ I O - 4+► �'T ! 'er; o vi 0 0 ' ' WALL FOR SECOND �4 i 1 i v in m c \''''s----IITtYPE FLOOR _ 1 *�v N p o k N 17 o rn d F= a �° 2A FIRE ' �' -2 X 4 X24" O.G. , NON BEARING WALL 1 OUTLINE OF SECOND EXTINGUISHER W/ GLU-LAM ABOVE �\\ FLOOR ABOVE (DASHED) (, I 1 B — I --J ' ( /,off a 5 1/2" 14'-5 1/2" I Z 4,1 o Z 1 i r3'-I I/4" �'-4" 4'-0 5/16 i 11/2 4, HANDRAIL, BOTH SIDES i � ., 0 1 cv OF STAIRS. LOCATE 3 -m /5 TREADS = 11" / ABOVE TREAD AND 11/2" d ti� w 9 RISERS = 6 3/4' I FROM WALL. `fit ! J� EC EC w 1 �i w , I -- ,Nbi 1 • ri RISE 63/4" NOTE: -011,RUN = 11" I A Se T NEW TENANT WALLS ADJACENT 0 D i UP 1 J CC 2 THE BUILDING SHELL WALLS, PRO IDE Q FOOTING TYPES AS NOTED ON -. :..1 u ' �`8`-6'"`�� 2' 10 1/4"SHEET 23 IN CONJUNCTION W/ �. �, CL FOOTINGS / MONOLITHIC SLAB I I / / 1 FOR THE BUILDING SHELL. TENANT Q > 1 1 B� J 9 J WALLS SHALL BE CONSTRUCTED — — ---- — ----- 1 -L----- - --4`------ g Q ADJACENT TO FINISHED WALLS ' ' \\ r- �� SINK: Cr OF BUILDING SHELL WALLS. PROVIDE --' PROVIDE 21" MIN. CLEARANCE BLOCKING AND DRAFT STOPS AS 18" BELOW 4 30' X 48" ~ 0/ w NOTED ON SHEET 03. ' t ' I' \ CLEAR FLOOR SPACE IN FRONT z A ► A , OF S INK. //r�� rn 4 \ 3070 INSULATE PIPES. 0 0 ¢ z 2X6 * 16" 0.C. Z Z 8 NONBEARING BEARING WALL �` ;� cc HOLD DOWN a WALL PER O MANUF. --2 X 6 6 12" O.G. 1 LOCATIONS w (A g BEARING WALL D 5 r� n 2 X 6 816" O.C.- 0 Z m r7-, F---- A ------------ 1 — — — BEARING WALL J tt 3/8" PLYWOOD Mr 1 TYPE 2A FIRE TYP. la SHEER WALLS. Q EXTINGUISHER o OFFICE ,... (----(5--„,4 EXTINGUISHER R w N. 1 i B i rill) 1 i o DATE: 1 0.2.2'`Nl 141-0" ,,: ,...,......._ DRN BY: PSP STRUCTURE PER WEB CHK'D BY: JDA STEEL BUILDINGS JOB #: 960806 A RRST FLOOR PLAN DWG #: c2.1 2.1 3/16" • -0" 2.1 2.1 :=cicaVa CO M �i�1f1aa ,, 0 CD �.L'Iw 4J u P_�IIi 19 M 1 I N N I II I E o ..; C° I1:d4:J N ( o-+ `o .�4r:'1t o m ■r!ILaJ r C N c LZ IS ■Uf`I iJ ° U N rn NM 2 x Cs 110 :318 � m D c II *J N O v, o x Li I7 0 rn a 1- d LA_ u I GUARDRAIL 4X4 POST W/ % ,j m 2X2 NORIZ. a4 1/2" D.G. ,c`, ` O rn u I I 2nd FLOOR 4,.... ,., x ! Z (LIGHT STORAGE) ° ,, �, .I IV ---------- -----j---� �jd ti� 0 S}' J' I *ilipi1 % x Ilk. w glik 3 — 11/2 4) HANDRAIL, 15011-I SIDES NI H n OE STAIRS. LOCATE 3'-0' `_ ' ABOVE TREAD AND 1 1/2" J ��„ ---� FROM WALL. D ----------- I -----.--- ' ----a---J CC Q 42" HIGH a J ----------- .___________ 4_,______________J GUARDRAIL— Q I _ (j) 0 w N I 0 Pc rn p WALLS BELOW i -GUARDRAIL 4X4 POST WI Z 0 o 0 SHOWN DASHED� 2X2 NORIZ. *4 1/2" O.G. Z CC TTP. W 0 o D J o 3 Z 5 Q I 2nd FLOOR ,r (LIGHT STORAGE) 14 U A w 1 ` I _„ O F� I rz i7 d DATE: In•22.17 DRN BY: PSP IW 22nd FLOOR PLAN CHK'D BY: JDA JOB #: 960806 3/16" = 1'-0" DWG #: C2.2 2.2 , _ , , _ _ 1 v ... , ... (4D0 I _ 6 -I_ ` �� I I -� Jlr I I w LT-TJ L-----'Z TT W II N tv rrC-- :--_7=7=-_-_-, L e II e w II 3 0 II _ i I +s r-o° r-o" u - - � CJ LPV 1 , - E N 411) .O = xrn ^. i& 0 CP T „ I I w CU B 0 pri 0 0 N -1-* 0 � rnv.) -i nm B @ M z -0 _ rn O Tr Zr- - l> 0 O 1 � O E � G' D _ -f Z D z N C.\ C-7 0 0 ��` rHO, C - aMIMIMIC/M/MAIN it co = a PROJECT: �, N co Z �• 1 N (Cr' ila ni III11I•11Wl ii!jU! C W 74th AVENUE INDUSTRIAL PARK `=� I'135 /'� .>>J,. il rr�llNOInsi Y iior , �p and Construction Services Inc. iv o 4+" OLc:GC;� CD n C 9025 S.W. Center St. CC CD N BUILDING C %:, 1 ,��, y, P.D. Bax 23784 e ,— R. Ntv Tigard, Oregon 97223 „,, 15717 S.W. 74th AVENUE Phone: (503) 620-2086 TIGARD, OREGON 97224 I EXFIF 31-98 Fax: (503) 684-3636 r 1 _ ' . T I .,..„D 1 T - @ N _, N n1 • 3 I 3 rrr X ca m CO rn 0 O 0 0 J ao O A A -f rD Z D ' D pT- O �( D � � /J I -.1i --4 t i 5 1/8 X 21 GL-131`1 C24F-1(4) r 0 t-,-.i oT 2 o �_ m D 33 V4� /. % 3 — //� r M ' <�?' D� 0 T o�S r C` i A � OX b 0 �SC � ZN D �T - r� � 3 U3 �, � � K ----- c�sa h D p in 13 0 - -- - -°-- --- - _ Z --� rJ . --Y`_-3 --- 0 p ' 2X1O - "2 OR STR. 3 I/8"X9" GL-SM. (24E-V4) 3 1/8"X165" GL-Bri. (24E-Y4) [ O A 6X10 - 'I OR BTR M Z CD 33 D —+ tp e 070 U Z9 = Z Du oA mZ ' D _I z -‹ 0 70 cZ 0 o rEp Fl; �- o -- z a PROJECT: .`C� F� ■ i►.siminicwamBINIIIII ■i��...i�....■.i � � _ z � rrl j r 1 AJ IM],LE&M/IIJI • W 74th AVENUE INDUSTRIAL PARK ili : _oumam ii our! C AI imlrifiifiii•iiiaiiii c) cn - -0 and Construction Services Inc_ cr) o G REGON 9025 S.W. Center St. co CD N BUILDING C vOCv ,g1 P.O. Box 23784 C) J9�� A �GQ�\ . Tigard, Oregon 97223 15717 S.W. 74th AVENUE �s R.N TIGARD, OREGON 97224 Phone: (503) 620-2086 EXPIRES: 12-31-98 I Fax: (503) 684-3636 — ❑' O .--r —, ID _:_- , a J 1--, oo = 1 ..„,,„ c __ / r - 0 o —z = 0 0 m 7 m 0 , _ D M n ED Il �— o J __ � rn Z g._. rn <rn H -11 nX -1 — � — —_ Z �D rn rrr o xl z z — O 4 -i ❑10 - . ❑ — Drn -4 X rn rn Dm 30 DA z o T- O O _, A) (��!~3�i / ° c� o ° 11‘V f �!U/� !l,lralg/m\us•It1 o = n PROJECT: �-\� � rl U/. ILIMII1■Mn•iinun c, z — E F IS»L�I!I!HIV co •74th AVENUE INDUSTRIAL PARK •• 11135 ,. ■,��iliy■.�■:�ar:�i■►nIr. i -illIrliiifiliiibliiii and Construction Services Inc. c r 7 c o C— --- OREGON °' ° `J ° 9025 S.W. Center St. on N BUILDING C ,„,�ly,7,1 P.O.,� Box 23784 MSS R.1\1\�'O Tigard, Oregon 97223 =� 15717 S.W. 74th AVENUE Phone: (503) 620-2086 TIGARD, OREGON 97224 LEx?lP 12-11-98 Fax: (503) 684-3R AR iiil«i1 c Co M 11f1111 co N PARTY/COMMON WALL :==l1 21 v N "' PER BUILDING MANUFACTURER. �N�� u N 0 ' - ---(2X6 1'-IORIZ. AT 24" O.C.) bii�1lii_i n ,; N N tp I1\110 I C, I, 0 0 R-12 INSULATION— if 3/4" PLYWOOD-tYP. .E1511''�,AI r C C R-19 INSULATION � �r'��i 2 N 3 RIM JOIST PER a ,�j o N o 0 MANUFACTURER 1 ��a I m c `��. �'t 11 1/8 TJI AT 12" O.G. • i7i� is rn a a i° L_- 6 - - . 2X6 AT 16 O.G. �; — 2x6 6 12" O.G. W/ R-13 INSULATION ��` -TYPICAL , N i)O� A A B C7 4� 4 � .. 5'1 L; R-13 INSULATION �l 5� AT I-IOLDOWNS 0 kD – . �� i -.,,,i,/1 w I •0 NI I /A SECTION cE L a 1 R-I2 INSULATION CE a H O Cl) N_ V GUARDRAIL- SEE DETAIL d 1 ON SHEET D/5.4 0 o 3' Z Z CA f2r I Q CA o ru - 1 Q RIM JOIST PER --- — Z CO MANUFACTURER GLU-LAM BEAM 3 1/8"X16.5" GL-BH WI WP3511.88-2 W PARTY/COMMON WALL TJI JOIST HANGER (REQUIRES WEB PER BUILDING MANUFACTURER. STIFFENERS) Q (2X6 HORIZ. AT 24" D.C.) .0 q R-13 INSULATION iii ° a I DATE: �a •ti2•g1 DRN BY: PSP CHK'D BY: JDA B SECTION WC #:C4.1 4.1 1/4" = 1'-0" 4.1 u.tIni of N rf immure!' u CENTER WALL BY BUILDING MANUFACTURER IIIDIFM o N 0 ,C2 ti�4:J N to co y — ►`!JrX'I `0 ''' m 0 0 • GUARDRAIL- SEE DETAIL st'ff iaJ4- ` „` g ::•1r►.a ° N ON SHEET G/53 i�dHmi ., u En WALL BEYOND ,!- & o 6 m° •1 1/2" DIA. HAND- y : —�\ i-,'��a c o o 0� t o RAIL W/ RETURNS I TIMBERSTRANP RIM BOARD o a a_ 1= a w • AT WALL (' II s 3 I/8"X9" GL-BM • , OR 6"X10" NO.1 +� �)0 rn 2X4 AT 16" O.G. FOR = - 0 4,` z �cS':,v '- r TJI JOIST HANGER Z LANDING SUPPORT 2X12 -\ z r7 ' ITT3511B8 a- .= n a 1 3/4"X 11 1/8" MICRO= ` ti,. `'�` I B 2 -0 LAM LVL •/-..;�� • �� ci x in \ ----' "" \ \ --- THICKENED SLAB- PER BUILDING MANUF. �,, II X X' II-1'-0" (3) 2X12 STAIR STRINGERS CC D SECTION a 0_ 4• 1/4" = 1'-0" J CENTER WALL BY BUILDING MANUFACTURER 42" GUARDRAIL. 2X4 AT �' GUARDRAIL- BEE DETAIL 5 0 N 16" O.G.- TYP. G/53 ":".1 7 7 p � Z � ° S o . ' Z Z `��t VO 1 1/8 TJI AT 12" O.G. j — —TIMRSTRAND RIM BOARD 0 ° W J (Ao 11 4 3 1/8"X9" GL-BM Z m "' ~ i ` OR 6"X10" NO.1 W !> (3) 2X12 STAIR STRINGERS 0 4 of NON-BEARING 44 2X6 AT 16" O.G. 2X6 AT 16" O.G. ''THICKENED SLAB w/ 12-13 W/ R-I3 INSULATION E N PER BUILDING MANUF. :i -TYPICAL ° y DATE: 10.22•.`1 `^ ), /,1 m DRN BY: PSP CHK D BY: JDA Cli SECTION JOB #: 960806 1/4" = r-0" DWG #: C4.2 4.2 1 -Tr - rc OD 70 -' rn 0 0 z o Ect } e :,I I. '� -+ � X II C^ )0 V, ntiA 1 1 D - _ n� r � � �_, S 33'1 0 i �� 3 _6 O �� s 1 O Z J SSW 9 - 1 r i 7. 1 it N n x -ts. 1 `1 B e 1 0__c 1 11 0 0 11 -4 r c. OD Xl -I N Tn 0 0 z U o ` c� o o ��CO PRO/e- \.r1iIi�WOMB IMO I o = a PROJECT: C. Ik uiilil•ii■iIIIMII 7C Z E7' 1 N ISBIAML-TAIIEN o m �, F F / sen� r.��Msw w W 75 74th AVENUE INDUSTRIAL PARK 1113 ' Jirrl1 iiiri avail i�r �� and Construction Services Inc. c-D CO c- o a - ° OREGO 9025 S.W. Center St. cz) N BUILDING C ��cr , ��, P.O. Box 23784 _1 15717 S.W. 74th AVENUE -96, R.N1G�� Tigard, Oregon 97223 TIGARD, OREGON 97224 Phone: (503) 620-2086 I EXPIRES 12-31-98 I Fax: (503) 684-3636 w CP 3 a N A V 1- 8 s A TTl� 0 U3 �m of CP • C7 z CP n 4 A • 0 r. X J A w e 3 � 4 n 1 n D r- ___________„ _ zZ 0 • z 0 o rn w t- e Cn CO 3 F _ Q ems N �1 8 A N B� 0 cu 3 k>,- -C, z z Z vi 0 T n o 10 -1 O ,s 0 C----=.7 -f3 j°13 C-- LP e CP 1 , 3 41,Q o = 2 A PROJECT: •b) FRC f , •uIlr ,w:3Iu•Iu 1111IAI A M 11ig l W 74th AVENUE INDUSTRIAL PARK .. 11135 / ll011U U ';M M:1 011P! / ial nadidkfiiiiYiissl and Construction Services Inc. Cr v, o cy) co A N BUILDING C ✓�/RF.GON, 9025 S.W. Center St. o ' Y 17 �3� \ P.O. Box 23784 rn 0 c/-1'L,+`S ��(,0� Tigard, Oregon 97223 --1 15717 S.W. 74th AVENUE TIGARD, OREGON 97224 - Phone: (503) 620-2086 FXpirES. '2-31-98 I Fax: (503) 684-3636 -ZZ11:11 g CD CD CO Pr) PINES'dI I:dI4J(,, ellGil't C � C v l••I,r.li a 0 N g a L r_..M■4 r maN 3 o vi o0 oo Ea° N m F- ai C v N 0 O rn 171 v Si a. 1= it i° SIMPSON HD2A 4X4 AT HOEDOWN W/ ( ) 5/8" BOLTS LOCATIONS �1�* .- __ - SEE SHEAR WALL NOTES ON \ ijO Sr." - SHEET 1.2 FOR SHEATHING NOTES bl 4� z �� (--)-.2._ c^ pc z M - a- ° N ± N 5ie"0 HILTI KWIK x j. BOLT " OR APPROVED � �'_ EQUAL P.T. SI 2X4 FE II* -,-. SI CC Q 0 1 ---1M-- d J Q OC �, 0 w .� � ry I � CD R ^ L J 1� Q ] Q Z Z O Z C� r� 1 0 o cA o • • W ^ �_ • D 5 n r� c� z M - `-- 3" EMBEDMENT (MIN) W 1 I Q I L 1 (2) "4 BARS CONT. 0 r 0 HOEDOWN DETAIL DATE: � z � B DRN BY: Pd SP Z 9 SCALE: NONE CHK'D BY: JDA NOTE: PROVIDE THICKEND FOOTING AT BEARING JOB #: 960806 WALL LOCATIONS ONLY. DWG //: C5.2 5.2 ■ :E:ram c CO rc CO PI gil:11 i u c°v ID ;_�rmI N 0 clow n r �; N N . ►�id �J N N co cn 4 r1011:211 L ► r 2 X 6 CAP 4X4 POST AT 4'-0" O.G. .TJrI11 co °: 01 ■mf iaJ: c r c ■■■11V44 U U N a /i/11ii v ric3xo` •• \ ' a° 4, m j C iiiir - Ekillakill 71c OO - c' 1 . o• TIMBER STRAND n � RIM B.D. - TYP. "ct N / co 2X4 BLOCK / STIFFENER �\ � O � v o o w Mw a t , c z TJI JOIST (WEB DASHED 2 X 2 RAILS * 4 I/z O.C. Z o �� w GO' cc "k111 w kii i T rc, 1 >< P f1/401 ��r� ``,, Y 2X12 BLKG. BETWEEN JOIST ji--- _ , ; I: PROVIDE 2X4 BLOCKING 1 /STIFFENER AT WEB OF L-- JOIST AT POST LOCATIONS Vic4 NI- F�><Tell Q S J 4X4 POST AT 4 -0" O.G. I- O/4 OLT W/-PROVIDE 2X12 BLOCKING ___--- ply OVERSIZED Q TJI JOIST - BETWEEN JOIST AT POST WASHERS D Z - o LOCATIONS. NAIL INTO d Z r-5--j- STIFFENER AT WEB — o cc 2-16d NAILS W _J (iii o 2X4 BLOCK / STIFFENER -Y --- TIMBER STRAND Z m ` "— RIM B.D. - TYP. PLAN VIEW Q L 0 GYP. BD. a TJI JOIST DATE: 10•22.91 CONTINUE PLY-WD TO DRN BY: PSP k----"FLOOR OF MEZZ. CHK'D BY: JDA lell GUARDRAIL DETAIL 960806 SCALE: NONE DWG #: C5.3 5.3 1 0 D 2 _4 ,_ ni > 0 z c n m ., CP — rn r m — v F !'UIiT ■ ■ 1 I r A 1- • C C. O A "\ M Ew 0 CA a CP Z m to > TO r E O z 0 m CP N 0 °ITI -n 8r- 71 C7 �- C7 C7 C7 _ s r M71 r//�[IAMB cam-) ° z D PROJECT: �� tD �R(/F��, lain rs V ?_, ,. m , r`G t N `iJ, I•Ell�MV�MIP.!I 74th AVENUE INDUSTRIAL PARK ../ 11135 lia F , iiirsiiiiiri r c.) ca and Construction Services Inc. 4, o cc D • •, OREGON 9025 S.W. Center St. o°, 0 / �u<Y 9a, P.O. Box 23784 V 17. \' Tigard, Oregon 97223 —' 15717 S.W. 74th AVENUE S R. N\00 TIGARD OREGON 97224 Phone: (503) 620-2086 EXF'^iR12-31-98 4 Fax: (503) 684-3636 - W L - L = E 0 0 O 1( ( 0 i -.1) If) m z m A n — rnD r r 0 / zQ m / JP- / E 1 • 1 _N 3 / N 0 / r � I W C �- 3 1(N3 CD\ N X X_ D / N _1 N rn D D (.1)D ' I / X rn (P CP A --- ---.\ z \ G� rn A 6 3/4" / / TO 41 O --I D <_ mmm D rn pDD DN rr- ll OA NN ZN (r)1)z. c- n _ o •I I Ta\/AM 1.11 Q = a PROJECT: ED PF�1c ` 101 MI III IMOIN1111 I■II . W 75 74th AVENUE INDUSTRIAL PARK , w`';,,; -'!� a i�11E1MO iiifimmat `J' o °a �� 9025 S.W. Center St. a N BUILDING C EG-N P.O. Box 23784 o) N �• v '"(Y 17, " L\ Tigard, Oregon 97223 15717 S.W. 74th AVENUE ��'�� � Phone: (503) 620-2086 TIGARD, OREGON 97224 Fax: (503) 684-3636 LEXPIRES 12-31.98 j • . 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-615, 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 SCRE � �•�• • 1- D.C. e WITH 27" MIN. LAP SPLICE. STEEL RAFTER CHANNEL ��• N. Vs• `� STEEL FRAME/ / 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 15ga L4X4 W/(2)x10 SCREWS -- COL. OR CHAN. / WIDE FLANGE AND CHANNEL SHAPES: ASTM A-36 INTO RAFTER AND GIRT ORPURLIN ..." `.. PURLIN OR GIRT ANGLE SHAPES: ASTM A-36 (MIN. Fy = 42 KSI) TUBE (TS) SHAPES: ASTM A-500, GRADE 'B', (MIN. Fy = 46 KSI) GIRT TO CHANNEL DETAIL N. . L1.6 X 1.E X .130 BRACE 6. ALL WELDING SHALL BE PERFORMED AT WEB STEEL MANUFACTURING WITH WHEN DOUBLE BRACE IS INDICATED, USE �v. ,00_ SO E70-XX ELECTRODES BY CERTIFIED WELDERS. L1.6 X 1.6 X .130 BRACE .• 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: (6) *10 SCREWS I' 4 THIS SIDE ALSO 50 3/8" DIAM. BOLT ANCHOR BOLTS: ASTM A-307 BUILDING FRAME BOLTS: ASTM A-307 (TOTAL PER CLIP) ;/4 2 1/2" 3/4 GYP• 1/6 T rll. L1.6 X 1.6 x.t3o INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT 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. 9. LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS TACK + :A + (2) X10 SCREWS SPECIFIED IN ABOVE NOTES AND ON PLANS. BACK �1/a v - 6 E^ \ e 1 ' o.c. 10. WOOD SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 23-III-EE AND 23-III-A. _- PREDRILL HOLES, IF NECESSARY,TO PREVENT SPLITTING OF WOOD. 3/16- PLATE -} . -4- `'\`�\ STEEL FRAME/ Ilk ''‘\\ COL. OR CHAN. 11. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER STEEL FRAME OR PURLIN \`\� PURLIN OR GIRT MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- COLUMN OR GIRT Jkk \ MEMB ERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN. 5/8" STIFFENER LIP. SCREW L1 X 1 X .iOD BRACE. FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER-TO- MEMBER CONNECTIONS SHALL HAVE MIN. (2) #10 SCREWS, UNLESS NOTED OTHERWISE L1 x 1 SX IDE.109 BRACE .' r ON DRAWINGS. SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. TYP. PURLIN CLIP DETAIL THIS SIDE ALSO 1/4 DIAM. BOLT MATERIAL. SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND NC SCALE 1/8 • ' ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR 4 L1 X 1 X.109 INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). (4) #10 SCREWS ' `3/4" 2 1/2" 3/4'1 trP. SINGLE 'A' AND DOUBLE 'A' BRACE DETAIL CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING TACK 4 1,111 g i MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. BACK >1/8• • v 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 SHOP IN ACCORDANCE WITH SECTION 1701.7. COLUMN + 13. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE e AT OWNER'S EXPENSE. IP P'./ 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. TYP. GIRT CLIP DETAIL �'G14 9d�s� � NC SCALE //�,ft ,Abp 0PE.uN S41'30, • 6 •H M. 0 el?- 12-31 -9e A S ASK4 Engineering, Inc. 74th INDUSTRIAL PARK BUILDING 'C' WEB STEEL SALES, INC. L J BY LC A 1 39084 Proctor Blvd. Suite 'C' 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 I GEM Sandy, OR 97055 TIGARD, OREGON, SANDY, OR 97055-9377 _ JOB NO. 9720-085 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET N 1 A DIVISION OF WEB STEEL SALES r tt 64 -0 (SIDEWALL, 144 t-0 rr OVERALL) 16'-0" 16'-0" 16'-0" 16'-0" < ' '�~ 2 @ COL'S. (I) Ko�2 Fly wo.u. 5113, 16 Q fee fiter 0— CD ', 1 7 FRAME © 1 8 FRAME 19 FRAME 20 CHANNEL• 13X68 N. 3' X68 DOOR 14° X 14° DOOR C ' 6' SHEAR PANEL I �,OVERHEAD A (PER SHEET 5) DOOR ^ X-BRACE IN 1 I N 1 5 ROOF ABOVE I ../ z c rr _ ;/ - - -•.t • -=*— 1— �` EI1 J W N Q I = z ��— I X-BRACE @ COL'S. v� . 0 o b O14AND15 I I W al' w �+ N z ix J = O (3 'N X-BRACE = N LI_ b ►- 2 6 INN 6 I I 4.1 o P',,�,•C TYP. @ �` X-BRACE y Gt �c ',:� 1 SLAB � � @COL'S. r , 43:L1r�� C1 / , 1 � , I 1 Iftri� EDGE Io- 12 , V f 4° X 3° '� N S 3 � _ Iq WINDOW oREwN Y • ~• • J •I NOTE: SEE SHEET D1 FOR kf, 14 V 3Q, ��....1 , (3_7 ® 0i 0 DOOR FRAMING DETAILS. M.a 4` X 3° ° s 24" EXTENDED 3 X6 3 X6 DOOR WINDOW DOOR EAVES AT FRONT A Qom/ \o- g,---l1 TENANT IMPROVEMENTS: PoD O r 1n3Ax-L 1 FOUNDATION PLAN Q SEE TENANT IMPROVEMENT DRAWINGS BY NICOLI NO SCALE © ENGINEERING FOR THICKENED SLAB INFORMATION (ZED/ to- - �1 �1 X - COLUMN REFERENCE NUMBER REQUIRED FOR TENANT IMPROVEMENTS. I"love 0ooRS/-4- P>2AC.e/`' ' . I.Ao■ E -c'.,-- 4 Lot...S 2-1 k28 A S K ASK4 Engineering, Inc. EB BY LC 74th INDUSTRIAL PARK BUILDING 'C' WEB STEEL SALES, INC. n A 1 39084 Proctor Blvd. Suite 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6-1 1 -9 6 MEN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 9720-085 INC. jr JO(503) 668-6550 (503) 668-3267 BUILDINGS SHEET 1 A DMSaON OF WEB S1Ef.SALES 80'-0" (SIDEWALL, 144'-0" OVERALL) c - 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 4( lc-- lc 1( Q (PER SHE SHEAR PANEL @ COL'S (PER SHEET 5) 1, 4, R 20 CHANNEL 21 (FRAME N... 22 FRAME 23 - FRAME 8 24 FRAME AND 22 1 • r 7:7- • • \•7 r �rzr rf .JJJfJ. 3° X68 1 14° X 14° ' @ / DOOR --44 11-1— 4 1/2" OVERHEAD EBB 4° X 14° r DOOR OVERHEAD r 2 1/2" CL A.B.'S O DOOR `� T CL CHANNEL 7, ~ X-BRACE IN I 0 I @ COL'S 2, l ,/ N 1 ROOF ABOVE 3, 25 AND 26 Ill 2 5 __,Z____ - - - •• = Lid — X-B RACE I I v7 TYP. @ Aik a © INTERIOR 6 W I (1., z 6 PARTITION .e ( 1 ) HDJ CL Ft WAU- WALL I I OPP. /_\_ (Q6€- S N -�"�"F \ s X-BRACE ��\ U Z I 3 r O 1 / Mr J L .rI rr X-BRACE j PRO . .@COL'S. / � , � `V 5- •, 21 -24 1489`,pte \ `. /At CO 0_ o o 0 -7\___0 s �.�3O• 24" EXTENDED 4° 3° ° 8 �rH m. l.� 4110 FOUNDATION PLAN Q NOTE: SEE SHEET D1 FOR EAVES AT FRONT WINDOW DOOR OX — COLUMN REFERENCE NUMBER NOS 4 DOOR FRAMING DETAILS. /z\ (�F�J. 10- 8-`11 A REV. \o- \ _ q1 A, F,P4-W N.A.- f"loVS .90o ia -/ c �2 (, ( vvcg. PAN-s- 1-ko\fg COI. 5 'L, k 2f,a, A S 1 ASK4 Engineering, Inc. . EB BY LC AI 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'C' WEB STEEL SALES, INC. DATE 6- 1 1 -9 6 TIGARD, OREGON E�IG 37396 RUBEN LANE, BOX 9 ON Sandy, OR 9705 5 SANDY, OR 97055-9377 _ JOB NO. 9 7 2 0-08 5 INC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 2 A DIVISION OF WEB STEEL SALES NOTE: SEE GENERAL NOTES (SHEET Ni) r --. N, FOR ROOF AND WALL PANEL INFO. S4 Q \c____ ROOF PURLINS TYP. @ X-BRACING (PER SHEET N1) � 2 @ EXT. EAVE TO _ 4i1 _ S 5 FRAME @ FRONT / 1 I m I \ / _ ' \\ // _ Re • \ / S. �I hW / % it \ / / ■ \ / 1 / / / \ - I i,// \\\� T t ....- •,....______- ,,., WALL GIRTS (PER SHEET N1) / , f ` 1 '''?ilia:67,,'; 1 e4t ‘ Orr- OREN4 tS� Y30, A �'s y M. 00G 0 SIDEWALL EXTERIOR ELEVATION A\ v, ‘D-k -�-) NO SCALE Move- .t og-c /Sk 2.. a - --- I ASK4 Engineering, Inc. Al WEB STEEL SALES INC. BY Lc 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'B' L J TIGARD� OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 QUEEN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 41`120-0e;. INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 3 A DH90N of WEB STEEL SALES NOTE: SEE GENERAL NOTES (SHEET N1) �� �"� -`\ FOR ROOF AND WALL PANEL INFO. ' ✓� ,/ [ROOF PURL.INS �� \�7� (PER SHEET N1) 2 @ EXT. EAVE TO __ �^ S5 FRAME @ FRONT — —1 _- .-A-----* A CO ( ♦ / \ - � I I ,,� 1 \ 1 i4:2 .4773 / ` 1 I 1� 1 I �- i T\ i t WALL GIRTS (PER SHEET N1) 1 SIDEWALL EXTERIOR ELEVATION f..DPRI. 4 NO SCALE i fi N- 14 9 A OA 4 ISI�'`` OREvuN 441'30, 1."/.c IN RSV 10-1 -art h-lovf, 7ooFs/ v- -- A S ''l ASK4 Engineering, Inc. A 1 h INDUSTRIAL PARK WEB STEEL SALES, INC. �� BY LC 39084 Proctor Blvd. Suite C 74t INDUS K BUILDING B , L � �� DATE 6-1 1 - TIGARD, OREGON 37396 RUBEN LANE, BOX 9 E 9 6 �IGOE Sandy, OR 97055 SANDY, OR 97055-9377 _ _ JOB NO 6\1 20-0E) INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 4 A DIVISION OF WE STEEL SALES SHEAR PANEL EDGE STRAPPING /� 1 (PER DETAIL 2/57 / S4 EDGE OF PLYWOOD _ TYP. @ AMC �.`� SHEAR PANEL (f 1 X-BRACING ��! P \ # �-- f' i` ' ill tO$- r' -f` ` EDGE PURLIN CMST14 CONTINUOUS STRAP W/ �+.+ 6'-0" (3) 16d NAILS IN EDGE PURLIN W ' Pliral AND (1 1) 16d NAILS IN DOOR t- = ! 4 X 6 BLOCKING JAMB. NAIL AT 1 3/4" O.C. IN± .. ./ ./ ./z ' ! BETWEEN. STRAP IS NAILED TO DBL GIRT ABOVE �Y. r : .: .. ',: OUTSIDE OF PLYWOOD. SEE ELEV. P\ DOOR 1/3 FOR NUMBER OF STRAPS. T F� ^� r y ..,.._L- :-...- L NOTE: PLYWOOD NOT L. 4 X 6 DOOR JAMB ' ` : A SHOWN FOR CLARITY. WALL GIRTS SHEAR PANEL HOLDOWN, (PER SHEET Ni) TYP. (2) PLACES (SEE SHEET 3 AND C2) 22" MIN. / SHADED AREA INDICATES EXTENT DOOR OPENING IJ OF PLYWOOD SHEAR WALL. \ (PER SHEET 3) l\r-- \ M i ( SHEAR WALL NOTES: i- 1) USE 3/8" CDX 24/0 PLYWOOD. TRIM 1/2" MAX. OFF OF OUTSIDE FACE OF i GIRTS/BLOCKING TO RECESS PLYWOOD @ SHADED AREA. SHEAR PANEL EDGE STRAPPING 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'. V 3) HOLD BACK EDGE PURLIN 1/2" TO EXTEND PLYWOOD TO TOP OF EDGE PURLIN, N.T.S. SHIM OUT WITH PLYWOOD FOR SIDING ATTACHMENT AT NON-SHEAR WALL AREAS. ` _ '0 4) SEE DETAIL 1/C2 FOR ADDITIONAL HOLDOWN INFORMATION. -" ``�— - `��-' u��� SIDEWALL EXTERIOR ELEVATION ORES NO SCALE Have- Cbogs / s4 P- .A , s '',1 � �� 'N M. tAC' Q z.;I ASK4 Engineering, Inc. EB BY LC /A 1 9 g' 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. 5glic 3 9084 Proctor Bfvd. Suite 'C' DATE 6-1 1 -96 TIGARD, OREGON 37396 RUBEN LANE, BOX 9 MEM Sandy, OR 9705 5 SANDY, OR 97055-9377 ._ JOB NO. 912©-OPT INC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 5 A DVIS ON OF WEB MME.SALES C6X8.2 ENDWALL RAFTER SINGLE 'A' BRACE C7X9.8 PARTITION WALL (USE ONE SINGLE 'A' BRACE AT 10' HEIGHT RAFTER (USE ONE SINGLE AT CENTER) 1 (PER SHEET N1) b 'A' BRACE AT CENTER) 1 4 S2 I 4 S2 S2 ^ 12 PEAK u") S2 12 S 5 4ztic�A��►�_� _ —1 3 �. S 7 �!��i` --1 3 wirsessaite vissig"-- IF Illeft%414%„*41% avk EAVE Op gp■- 11 lir IL A iv - F 4 = 1 Si •• _ � - S6 _ _ � _ - \ \ OPP. et0 OPP. Z . r T.O. I 1 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 2 PARTITION WALL INTERIOR ELEVATION 6 6 ;�pP' AIP% —4 .VAS,.a ORE., /' s 1Y30, N M. oG� A S '4 ASK4 Engineering, Inc. W EBNBY LC 74th INDUSTRIAL PARK BUILDING 'C' WEB STEEL SALES, INC. 5411111/- 39084 PrOCtOf Blvd. Suite 'C' 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 ENGNEDIN Sandy, OR 970 5 5 TIGARD, OREGON SANDY, OR 97055-9377 _ JOB NO. 97 2 0-085 (503) 668-6550 (503) 668-3267 BUILDINGS INC SHEET 6 A(VISION OF WEB STEEL SALES . 4 1 9'-6 1 /2" 3 1 '-6 3/4" S3 2'-0 1 /4" 20'-1 3/4" 12 3I 5" 2'-0" TYP. A BIIIIIIII -4 0 B B A A SYMMETRICAL AB A D ABOUT A E t F H` 4, KEY 1 UPPER CHORD..L3X2X.25 HOLLOW TRIANGLES INDICATE LOWER CHORD..L3X3X.1875 pA SINGLE 'A' BRACE, DARK INNER LEG..L3X3X.3125 A f I TRIANGLES INDICATE DOUBLE OUTER LEG..L3X2X.1875 I 'A' BRACE (PER SHEET Ni) A..L1X1X.109 B..L1.5X1.5X.130 @ EXTENDED EAVES C..L2X2X.125 B ( TO FRAME @ COL'S D..L2X2X.1875 5, 6, 8, 9, 11 AND 12 E..L2X2X.25 A F..L2X2X.3125 AT COLUMNS 5, 6, 8, 9, 11 AND 12 H..L3X2X.1875 A i� k USE L2X2X.25 STIFFENER J..L3X2X.25 .r) I (PER SHEET S4) AND OMIT BRACE AT 8' HEIGHT B I NOTES BII 1. UNEQUAL LEG ANGLES TO BE PLACED WITH LONG A /I LEG IN THE PLANE OF THE FRAME.i,,, 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & 54. 3. DEAD LOAD = 5 PSF 0 SNOW LOAD = 25 PSF D��Q C WIND LOAD = 80 MPH, 'B' EXP. V i°.\\\ p a C ) 4. FRAME SPACING = 16'-0" f G t N�' 5. TOTAL FRAME WEIGHT = 837 LBS. w #1439 N ryi 1 . I. .&A .,1 FRAME HALF ORE�UN iii.y NO SCALE it1Y30, `h'H M. 0% A S II ASK4 Engineering, Inc. BY LC , 74th INDUSTRIAL PARK BUILDING C WEB STEEL SALES, INC. 54117 A 1 39084 Proctor Blvd. $Ulte 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -96 %NEM Sandy, OR 9705 5 SANDY, OR 97055-9377 JOB NO. 9720-085 IN[ (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 7 A DIVISION OF WEB STEEL SALES SHEAR PANEL EDGE STRAPPING ROOF PURLINS (PER DETAIL 2/5) (PER SHEET N1) Ail 4 2 :L) 1 i____ i. _ Zhij Ill 1 ... ... ... ,... . i _ t — r I ii I T T —a— . . t 1r T SHEAR PANEL HOLDOWN, TYP. (2) PLACES (SEE SHEET C2) SHADED AREA INDICATES EXTENT OF PLYWOOD SHEAR WALL, 5EE St+E2s S fog SN-E"2 tJp■w ir4 -o. 1 SIDEWALL EXTERIOR ELEVATION APR ' � ; , + 'i. 1#14 9 • �:."_. 8 NO SCALE C--. ORE 'I 4i11'30, ,g, r< Q 1 ASK4 Engineering, Inc g EB .,. BY LC A I 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. —, 3 9084 Proctor Blvd. Suite 'C' TIGARD, OREGON 37396 RUBEN LANE, BOX 9 e DATE 10-(- 11 F� N Sandy, OR 97055 SANDY, OR 97055-9377 - JOB NO. `11 Zo -O SCJ GNE� IN[ (503) 668-6550 (503) 668-3267 BUILDINGS SHEET A CIV19ON Cr.WEB STEE`SALES NOTES: 1) THICKEN CONCRETE AS REQUIRED TO PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING 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 N1. 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. 1 BARS (SEE SCHEDULE BELOW FOR SIZE AND NUMBER OF BARS. PLACE AT LEAST ONE TOP BAR OUTSIDE OF 1 ANCHOR BOLTS AT FRAME AND COLUMN BASES. EXTEND OUTSIDE FACE --)1 (2) - #5 CONTINUOUS AT TOP BARS 24" MIN. AROUND CORNERS.) OF PARTITION • AND (2) - #5 CONTINUOUS AT WALL GIRTS BOTTOM OF FOOTING CONCRETE SLAB 6 X 6 - W1.4 X W1.4 WELDED WIRE CONCRETE SLAB MESH - LAP SPLICE 6" MIN. 6 X 6 - W1.4 X W1.4 WELDED WIRE MESH \ . 1 GRADE (LAP SPLICE 6" MIN.) SEE NOTE #2 ABOVE FOR ALTERNATE. x • x • X x VARIES x x x x _ 4+, A 4" J 1 V U d_ / / = Z J U : ~ Z J U W E 0 OJ O • ..- _, • NOTE: THICKEN CONCRE I E AS REQUIRED TO N o T° PROVIDE 3" MIN. OF CONCRE I L COVER Q o 0 1 ON ALL ANCHOR BOLTS AND REINFORCING v o `... m AT SURFACES IN CONTACT WITH SOIL. .11.,,. . 11 -14" 0 PR/ UNDISTURBED _*W I DT H NATIVE SOIL < y LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS 5 �iiI43VO) "� 40-1 SIDEWALLS 12 '' 12 " ( 1 )-# 4 ( 2. )-#5 SLAB DETAIL wok • � EDGE OF SLAB DETAIL - + NO SCALE oRSt.,N ENDWALLS 10" \ 2_ n ( )-#4 ( ( )-#4 NO SCALE • A S 1 . ASK4 Engineering, Inc. WEB EB BY LC A EB STEEL SALES, INC. �J 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS 37396 RUBEN LANE, BOX 9 DATE O'- \ X1'1 Sandy, OR 97055 jy, SANDY, OR 97055-9377 JOB N0. '1 Le7 OP (503) 668-6550 (503) 668-3267 BUILDINGS SHEET C1 L A t V19ON(Y WEB S! SALES I 0 NOTE: SEE DRAWING %/5 FOR SHEAR PANEL MA' RIAL INFORMATION. �--____ 4X6JAMBSTUD l 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. ANCHOR BOLTS @ 3'-0" O.C. MAX. (3) MIN. w CO £ v AIM 7 1/16" I_ NOTE: LOCATE AT LEAST ONE OF SPECIFIED TOP REINFORCING BARS TO THE OUTSIDE OF THE HOLDOWN ANCHOR BOLT. SEE DETAIL 1/C1 FOR REINFORCING. 1 DETAIL , ?Rl Rio,GIN SHEAR WALL HOLDOWN DE L ;-r. • 43It) , C 2 NO SCALE ' It r ORE..uN4 • S "41'30. k �ii M. ``ct � PV- 1o• 1- 91 A S "4 ASK4 Engineering, Inc. EB BY LC Al 111 WEB STEEL SALES, INC. 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS 37396 RUBEN LANE, BOX 9 �� DATE 6-1 1 -97 fNG HN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 1120-D 85 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET C-2 A DIVISION OF W®STEEL SALES OUTSIDE EDGE OF BLDG/SLAB 7'' 1 I OUTSIDE EDGE OF BLDG/SLAB 1 + + 1— (OR WALL GIRTS AT PARTITIONS) L_ • ~ IQ L 4 X 4 X 1/4 COLUMN CORNER COLUMN I CORNER GIRT CLIP ��� (PER SHEET N1 ) • WALL GIRTS PURLINS PER SHEET N1 7/8" DIAM. HOLE FOR 3/16 3/4" DIAM. ANCHOR BOLT BUILDING SKIN 1 EMBEDDED 6" (WITH WASHER) CORNER PLAN VIEW 1/4" PLATE A - 1 3" SQUARE 2 EDGE OF SLAB DETAIL _ " C6" X 16 ga. EDGE PURLIN " 'r S 1 NO SCALE (PER SHEET N1) ATTACHED ---- TO TRACK WITH (3) SCREWS 9" LONG 16 ga. 6" X 1 1/2" __ ( ) #8 TRACK ATTACHED TO PURLIN _ INTO TOP AND BOTTOM FLANGE CLIP W/ (6) #10 SCREWS, CENTER ON CHANNEL RAFTER L2X2X3/1 6 BY 6" LONG _ -- NOTE: DETAIL 1 /S1 AND 3/S1 NOT USED W/ (2) 1/2" DIAM. BOLTS _ " r j :: — ---r 1114 • r� FILLET OR GROOVE 0. 1 • —„,..,--,— WELD AS REQ'D 1/8 ir I 1 1 /4" CHANNEL RAFTER TYP. A 1 1 WALL GIRTS 0, PROF r 4 CORNER EAVE FRAMING ,���,�' �`��� , S NO SCALE V ORE..UN .4 Y 30, \'-F A S '1 ASK4 Engineering, Inc. . EB BY LC /_ 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. Y7 DATE 6- 1 1 -97 - 37396 RUBEN LANE, BOX 9 E1'IGNERIN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 9-720 -(2g5 IN Til (503) 668-6550 (503) 668-3267 BUILDINGS SHEET Si C A LIVISJON Or WEB STEEL SALES 1 1/4" PURLIN CLIPS 1 (Ligri- PER SHEET Ni 1 1/4" 2" ii typ.�{ 2" rr--' _.._, _..„-- 2" ry� 1 3/8" r ~{► �``-,_ 2" Z" V II --� II --- (4) 1/2" DIAM. - A-307 BOLTS - WIDE FLANGE II STEEL CHANNEL END COLUMN rr'r.. ENDWALL RAFTER 'C' CHANNEL ENDWALL II (4) 1/2" DIAM. II RAFTER A-307 BOLTS II WIDE FLANGE ENDWALL COLUMN ENDWALL PEAK DETAIL @ COLUMN N , (SEE ENDWALL ELEV. 1 FOR BRACING REQ'TS.) 1 1/4" < IJoT 0 SE�� 4 ENDWALL COLUMN-TO-RAFTER DETAIL -} S2 d OUTSIDE EDGE OF GIRT / BLDG / SLAB 4 1 " 1 r. !r 2" - �� ' r- `` II 4 11/2" 11/2" 6" Ai" -'~ GIRT F A.B'S ' �� P•t— t (2) 7/8" DIAM. HOLES (2) 1/2" DIAM. � 1 " � ( ) „ A-307 BOLTS, 1/4 X 4" X 4" ; y w 414t89 . ,, FOR 3/4" DIAM. ANCHOR 4_ BOLTS WITH WASHERS i 1/4 X 6 X 9 EACH SIDE � � ,j!' •. 4 f EMBEDDED 6" W 6 X _�_ 'C' CHANNEL ENDWALL � �� 3/16 3 A�- i��- END COLUMN RAFTER �, • / TYP @ FLANGE ts, '�Y 1.�A, 0 3/16 V 1 \ TIP- ENDWALL PEAK DETAIL ` _ 0. h • Q W 6X END COLUMN BASE 1 Q WEB STEEL SALES, INC. 9 g'ASK4 En ineerin Inc. EB BY LC 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS 37396 RUBEN LANE, BOX 9 DATE C., - \\ -- f1 ENGINERIN Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. e9`1Se - pg� INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S2 ApVlS10N OF WEB STEEL SALES PT. 'D' 1/8 6 � I TYP EA PT. 'C' EA.EN• 1/8 / io SIDE OF EDGE PURLIN E° > ------ JOINT 3/16 . CLIP EA.END 1/8 V8 ..� i �- st_.....__-- --u --- ® 1/8 / SPLICE ANGLE EA END �v CENTER ON 3/4" DIAM BOLTS • TO MATCH CHORD TO PT.'C' or \ D TYP.(SEE SHEET NI 1 MAX SIZE(1 2'LONG) A 2'-0" GOR TYPE) ALIGN THIS TYP. ` -1 ` CENTER ON EDGE WITH L 4 X 3 X 3/8 EA END / PTS.'B' 'C' PTS. 'B'g'D TYP. CHORD SPLICE 1/8 8 1 1/2" 1/8 V 6 +e NO SCALE TYP. 3/4" DIAM BOLTS c EA.END 1/8 / 8 1 1/2" TYP.(SEE SHEET N1 1 2" 2„ 2 Imo' NOTES: on o - 4114100OR '� 1. 5EE SHEET S4 FOR MEMBER N WELD'G NOT SHOWN. \ ' 2. USE 3/4" DIAM. BOLTS ti 1/8 8 EXTEND BEYOND NEXT PANEL POINT 12"MIN. 1/8 AT LOCATIONS SHOWN 10 EA END 1/B / I 4"NP' LAP SPLICE 6" MIN. W/ 3/16" FILLET WELD 3. IF SPECIFIED WELD LENGTHS ALONG TWO EDGES OF BOTTOM CHORD OR FRAME PEAK DETAIL ARE NOT ALL POSSIBLE ON TO PT. 'A' �/ BUTT SPLICE LIKE TOP CHORD FRONT SIDE SHOWN, PLACE r �� 'B' REMAINDER ON BACK SIDE PT. 'A' .1\11. 1/8 / 3/16 / 10 L. CENTER ON 3/16 r c CDC C 1/8 •6 POINT 'A' W .y K 7 6 1/2" ALIGN EDGE TO PT. 8' W = 1 1/2.' WITH PT. 'B' AND'D' C E _ y « L 4 X 3 X 3/8 ; .5 m (BOTH SIDES OF CONNECTION) TO FT.'A' 2'-0 3/4" I d A.B.'S - SIDING N I F MATERIAL 3/8"BASE PLATE X 8"X 9" ( m A 0 FRAME EAVE \' O 3/16 1/4" SIDE PLATE XB"X4" NO SCALE �L 1 BUILDING FRAME t BOTH 1/4"OFFSET CONCRETE 3/16 LEGS 6 p�OUNDATION (2) 1" DIAM. HOLES FOR BOTH y \1 C-4-" 1 3 / : r--- -- J ( 3/4"DIAM.ANCHOR BOLTS 3/16 LEGS m G l N 1 (WITH WASHERS) EMBEDDED 4 c`.' ^i 111438 . L� J 7"MIN. INTO CONCRETE G �` t+; e V 47 / • 8 ty_NO..1..1.1::1\14\or 1 • e 11 1 FRAME BASE SECTION C--4-. BASE PLATE DETAIL \...S.2.1 NO SCALE S 3 NO SCALE A S ' 1 ASK4 Engineering, Inc. w AL INC. EEI BY LC A 1 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS EB STEELS ES, L- J DATE 6- 1 1 —97 37396 RUBEN LANE, BOX 9 ENGEM Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. ' "1-1 20 - 0e5 INC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S 3 A C4 V1S1ON OF WEB Situ.SALES • - PURLIN NOTE_ DURING INITIAL X-BRACE INSTALLATION, TIGHTEN CABLE SUCH THAT ✓ WELD 'B'i V \ WELD'C NO SAG OCCURS,THEN TURN NUT AT ONE END AN ADDITIONAL (2) FULL TURNS. FRAME CHORD 1 " ,�—y WELD 'E' CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X-BRACING MEMBER 2- 2 CABLES TO ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT STIFFENER NOTES; INSTALLATION PROCEDURE ABOVE. �_\_�- -�". 1. WELD LEG SIZE TO MATCH �, TOP OF STEEL FRAME (OR I ' (SEEFFR EPR� STIFFENER THICKNESS. 0 3' \ HALF DRWG.) 2.TOTAL WELD LENGTH AT BLDG. FRAME COLUMN @ SIM CONDITION) a I THE ENDS IS THE SAME AS v • 45 ROCKER' WASHER WELD A > Vl 1/2'' NOTE 3 OF WELDING ,( i 4' MIN. ' REQUIREMENT, DET 2/S4. /I i. L4X3X3/8X21/2" WITH h 1 1/2 SLOT FOR EYEBOLT V 21- 1 2 WELD 'D' 3. WELD 'E' ONLY REQUIRED ' t Olt t FRAME JOINT AT 2-MEMBER CONN. ' I/ FOR L4 X 4 STIFFENERS. 3/16 V S" TOT 1 • FWC "FLO-LOC" 1 I TACK WELD AT OTHER STRAND GRIPS I ANGLE SI FRAME DIAGONAL EYEBOLT i W H NUT I FLO-LOC CABLE ZES 4. EXTEND STIFFENER BEYOND PANEL POINT SUCH THAT WELD NOTE ATTACH AT BASE OF COLUMN CHORD STIFFENER WELDING Is PAST THE EPANEL POINT. AND AT ROOF X-BRACING IN SIMILAR MANNER. v < WELD'C' NO SCALE *** NOTE: @ WALL X-BRACING, ORIENT DIRECTION OF 3" LEG /\ (WITH HOLE) TOWARD WALL GIRTS (REVERSED FROM THAT (l SHOWN). NOTCH BACK OF WALL GIRT 3/4" MAX. TO RECESS r WELDING REQUIREMENTS X-BRACING CABLE OR DRILL 3/4" DIAM. HOLES TO PASS / / CABLE THROUGH. \ 1. CENTERUNES OF WEB MEMBERS �� a,/f SHALL ALIGN AT COMMON POINT ASSEMBLY DESIGNATION LOCATION EYEBOLT I GRIP LENGTH I CABLE W�,A, l CHORD 2. FILLET WELD LEG SIZE TO MATCH j�( PROP V1 1/2" WEB MEMBER THICKNESS. 7 C,‘)t •� tzooF FWC 250 BA MIN. WELD .B. 3. MIN. TOTAL WELD LENGTH .k`'�i1438'VA �',�e��" 1/2" DIAM. 19 1/2" LONG 1/4" DIAM. V < AT EACH END OF MEMBER ����JD aw I 4" FOR L 1 X 1, '_ FRAME JOINT AT 3-MEMBER CONN. 5 1/2° FOR L 1.5 X 1.5, �,�-A IIVVA FWC 375 BA Pl T1rtonJ 7" FOR L 2 X 2, OREuUN vi A4_1-.5 5/8" DIAM. 26" LONG 3/8" DIAM. 10" FOR L 3 X 3 49 gV 30, �`�'6/A 4. WELDING SEQUENCE: S ` WELD 'A' FIRST, WELD 'B' M. M. k.\C' 0 2 FRAME WELD CONNECTION SECOND, THEN WELD'C'. X-BRACING CONNECTION DETAIL 5. CLIP CORNER OF WEB MEMBER S 4 NO SCALE AS REQ'D TO ATTAIN SPECIFIED NO SCALE WELD. WELD ON BACK IF MIN. NOT POSSIBLE ON FRONT. A J. cl- \ -- 1"1 A ASK4 Engineering, Inc. EB BY LC WEB STEEL SALES, INC. L_ DATE w ' II - Gl l /_ 39084 Proctor Blvd. Suite 'C' Sandy, OR 97055 BUILDING DETAILS 37396 Y OR 97055-930779 JOB N0. Q�GNf�RNE (503) 668-6550 r �� � -o�� INC (503) 668-3267 BUILDINGS SHEET S4 A EN VISION OF WEB STEEL SALES . EMI" It 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) 12" LONG 16 ga. 6" X 1 1/2" TRACK ATTACHED TO PURLIN C 6" X 16 ga. (ENCLOSE WITH 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 (WTH 1 5/8" FLANGE) C 6" X 16 a. EDGE PURLIN f� f� ENCLOSED WTH 18 ga.TRACK,g BEND WEBS OVER TO ATTACH(PER SHEET N1) TO EXTENSION MEMBER WITH ^�r� y- + t ENCLOSED WITH 18 ga. TRACK, (2) #10 SCREWS @ 3" O.C., TYP. t +BEND WEBS OVER TO A EACH r � � t+TO EXTENSION MIEMBER WITH ��r-*= — ~y-'��'', -}' (2) #10 SCREWS @ 3" O.C., TYP. 5 - r-�"f� t MIN. j 2�� � 5" 114, + . • i --�' MIN. 4-iiii 4 .±,,-* 10 1 1/�" 5" l � " L2 X 2 X 3/16 X6" LONG typ. STEEL CHANNEL MIN. P. PURLIN CLIPS PER SHEET Ni. W/(2) 1/2" DIAM. BOLTS , ENDWALL RAFTER . - OFFSET CLIP 1/2" AND WELD TO (PER SHEET Ni)�� 1/8 PURLItJ — BACK. OF TOP CHORD WITH 1/8" e \ I FILLET WELD. BEND WFRS OVER TO ATTACH BUILDING FRAME --"--<- dr TO EXTENSION MEMBER WITH (2) #10 SCREWS 3" O.C., TYP. GIRTS (Z,0 PRt ALIGN PURLIN CLIP �, �1 £� �� CORNER COLUMN WITH OUTSIDE FACE �� ��� 9 • �-'_ OF FRAME OUTER LEG �' `��r�� IPA ., EXTENDED EAVE @ ENDWALL EXTENDED EAVE @ BLDG. FRAME • .,,,,,,, wN4 , e • S 30, �'� NO SCALE NO LE Cs7-M. L16C\ H A S ; 1 ASK4 Engineering, Inc. EB BY LC WEB STEEL SALES, INC. A 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS 37396 RUBEN LANE, BOX 9 55_1.1:Y7 DATE 6- 1 1 -97 ENGNEERIN ji-1 Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 11'2,9 -c7 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S5 A pV190N OF WEB STEEL SALES r y I'---- , . , + _f. ,, , i ÷. + i---- , ,_..._ _ _ CORNER COLUMN GIRT CLIPS (PER SHEET N1 ) PURLINS PER SHEET N1 WALL GIRTS BUILDING SKIN CORNER PLAN VIEW C6" X 16 ga. EDGE PURLIN _ — — - (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 1 CUP W/ (6) #10 SCREWS, I CENTER ON CHANNEL RAFTER L2X2X3/16 BY 6" LONG I - _ W/ (2) 1/2" DIAM. BOLTS I - s 2" _.---------r r FILLET OR GROOVE 1 • — 2" WELD AS REQ'D 1/8 • PARTITION WALL 1 1/4" f— CHANNEL RAFTER TYP. A I -----/\/ \___1L ALL GIRTS . ,0PRO r •� ''414 •9 'D 1 CORNER EAVE FRAMING 644 S6 NO SCALE 4-,q xE� S A,Ac 30, �H N4. 0&' Q S l'41 ASK4 Engineering, Inc. EB WEB STEEL SALES, INC. BY LC . 1 39084 Proctor Blvd. uite 'C'BUILDING DETAILS 7 L -� DATE 6-11 -97 /— 3 396 RUBEN LANE, BOX 9 NEON Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. 49/1.4 ' —O s INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S6 A DMSION OF WEB STEEL SALES 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. y j r C r '` ___t V-_ !'{ 1 C6" X 16 ga. (ENCLOSE WITH rte. y 1 + + 1 ,. _ 18 ga. TRACK IF REQ'D FOR _� r 3 5 1/2 1 - - r----. EASE OF CONSTRUCTION) —" * 1 + + +- + i 5" - ' A 2" � + + C6" X 16 ga. EDGE PURLIN '�� '.-- MIN. 2„ 1--' -4-__ (PER SHEET N1 ) L '' rr I.ENCLOSED WITH 18ga. TRACK. 5" yr 2�' r -��y CORNER COLUMN f' • 1 BEND WEBS OVER TO ATTACH MIN. EM 2" r GIRT CLIPS TO EXTENSION MEMBER WITH ,c�"~ • ! r-^ PURLIN CLIPS W/ (6) (PER SHEET N1) (2) #10 SCREWS. I #10 SCREWS MIN. —�— WALL GIRTS z 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 0 (..,a 1 31 ORE,,� CyPARTITION WALL FRAMING *1)-3\0".NO SCALE �rh' M. oc) A S 1 ASK4 Engineering, Inc. EB BY LC A 1 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. L J DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 KINFRIN Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. q 2p - O ANC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S7 A DIVISJEN 0-WEB SrlLL SALES 1 ' J 2X6 HEADER @ 4 gh q 2X10 HEADER ENTRY DOOR. D 1 D 1 E--- OUTSIDE FACE D 1 _ STEEL FRAME OF BUILDING V i - STEEL FRAME o T1 OR COLUMN �/ OR COLUMN 1 i 2X10 #2 HEADER ° ° I 1/8" D 2-4 i DOUBLE GIRT ABOVE I �' I 1 1/2" LIP DOOR WITH TYP. CLIP I �t--`_-:,' L4X4X1/4 X 6" WITH AT EACH END OF EACH 4" 1 1 #10 SCREWS A ell � GIRT 1 1/2" O.C. EA. WAY �s� r 2X8 #2 HORIZONTAL � INTO 2X10 �I 2X6 #2 HORIZONTAL TYP GIRT I _ TYP. GIRT CLIPS (NOTCH ENDS OF E HORIZ'S. AS REQ'D) 2X JAMB TYP. TO 1 W MATCH GIRT (END 2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER AND HORIZONTALS 1 NAIL TO GIRT W/ lE cr 2X8 #2 HORIZONTAL OF SLIDER DOORS PAST FRAME AND CONNECT (2) 16d NAILS) c (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE. 1/2" DIAM. A.B. r HORIZ'S. AS REQ'D.) WITHIN 6" OF JAMB. 3 SLIDER HEADER DETAIL 4 SLIDER HEADER SECTION 1 ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL D1 NO SCALE D1 NO SCALE D1 NO SCALE D1 NO SCALE 2X4 VERT r=.' 2X JAMB OVERHEAD 1 6 SPRING BOX DOOR OPENING D 1 ASSEMBLY TYP. �_ 2X GIRT OR 2X GIRT (NOTCH ' EACH SPRING EDGE PURLIN I AS REQ'D.) �4 I II _ DOUBLE GIRT ABOVE iri 2X BLOCKING OUTSIDE FACE DOOR WITH TYP. CLIP it t (NOTCH AROUND JL_ L— AT EACH END OF EACH L- GIRT EDGE PURLIN WHERE APPLICABLE) OF BUILDING OVERHEAD/CANISTER DOOR JAM 7 7 JAMB SECTION D1 4 STEEL FRAME `_ 2X BLOCKING NO SCALE OR COLUMN � (24" LONG) D1 im OUTSIDE FACE TYPICAL DOOR NOTES: •cC�PRrr OF BUILDING 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER ∎AG �� � TYP GIRT ►�� DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF X14 .9 7,N ∎�� SLIDER DOORS. �+�. 1 IP - 1/2" DIAM. A.B. DOOR OPENING 2) MAXIMUM DOOR SIZES: ORE��, WITHIN 6" OF JAMB. SLIDER: 16° X 16° 4•,QY 5 OVERHEAD/CANISTER DOOR FRAMING DETAIL 6 OVERHEAD SPRING BOX OVERHEAD AND CANISTER : 14° X 16° S, 30. s� D1 NO SCALE D1 NO SCALE 3) THESE DETAILS DO NOT APPLY TO BI-FOLD •SA._ m. 0 G OR TRI-FOLD DOORS. 4) SLIDER DOOR OPENING DIMENSION REFERENCES ARE NOMINAL, NOT ACTUAL. A S A ASK4 Engineering, Inc. ALE E B BY LC .4 1 39084 Proctor Blvd. Suite 'C' DOOR FRAMING DETAILS WEB STEELS s, INC. DATE - Iti - 1-1 Sandy, OR 97055 3SAND , OR 97055-930779 JOB NO. o� ENGN�N ���'7 INC (503) 668-6550 (503) 668-3267 BUILDINGS SHEET D 1 A DIVISION OF WEB STEEL SALES J CONTINUOUS WALLBOARD .41 • INTERIOR JOINT COMPOUND, TYP.• ALL JOINTS AND PANEL (1) HOUR FIREWALL CONSTRUCTION: 7. S EXTERIOR SIDE: (1) LAYER 5/8" TYPE 'X'GYPSUM SHEATHING INTERIOR SIDE : (1)LAYER 5/8"TYPE 'X'GYPSUM WALLBOARD r.. 1 NAILING: 6d COOLER OR WALLBOARD NAILS 0 7"O.C.0 BOTH SIDES �, WALL GIRTS STEEL FRAME SCREWS: x6 0 8"O.C. INTO STEEL TRACK/PURL INS A A (PER SHEET N1) (OR STEEL COL. SIM.) WALL GIRTS TO BE AT 24"O.C. •-- INSTALL VERTICAL BLOCKING BETWEEN GIRTS 0 10-0"O.C.MAX -.1111111•11111. a 10 SCREWS 0 12'O.C. 01 l',;-• 1'X 1'X 20 GA.CONTINUOUS ANGLE STEEL FRAME _-- -__•�,.__ ... .._- -- 4". 4". ill ■:1:=FACE OF BLDG. • EXTERIOR GIRT CLIP WITH 18ga.TRACK BLOCKING •• .• CONCRETE FOOTING (4)- +�1 0 SCREWS &� .4 EDGE PURL IN•j ' ENCLOSED IN j 18ga.TRACK METAL �• SIDING ri; .�— L_L 'ti v • .Y _ ' �- ~ SECTION A-A (PLAN VIEW) S,) • "°' a. I. NO SCALE �. PURLINS f METAL ROOFING EXTERIOR �'� AND SIDING `: y`'1 .,, i. II ;; �,.; ENDWALL RAFTER p� t .� � CHANNEL ••D NO •i • 7 INTERIOR r.18ga.TRACK �' C:frivo:#11 w• EXTERIOR EDGE PURL IN DR£�.vN ENCLOSED IN . _ SECTION @ BLDG. FRAME BASE 1 Sga.TRACK F;` ,/,6'7,'Y30, \•"4 NO SCALE INTERIOR h' M. ��G 0 1 2 SECTION AT TOP OF FIREWALL FIREWALL SECTION AT TOP OF ENDWALL F NO SCALE F 1 • Q S I ASK4 Engineering, Inc. EB BY WEB STEEL SALES, INC. LC A 1 39084 Proctor Blvd. suite 'C' ( 1 ) HOUR FIRE WALL L J DATE lo- g - `1-1 37396 RUBEN LANE, BOX 9 DAM Sandy, OR 97055 PER GYPSUM ASSOCIATION FILE NO. WP 8105 SANDY, OR 97055-9377 JOB NO. 1120-065 IE. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET F 1 A DIVISION OF WEB STEEL SALES GENERAL NOTES BUILDING AREA = 6400 S.F. ;r<<E1 w In uI�/1./ - 0 to 1. PROVIDE A 2A TO BC FIRE EXTINGUISHER IN EACH TENANT 5 TENANT SPACES = 1280 SF. EA. : : r4 �, i ro ���r.��1 SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE EACH TENANT SPACE ���,��_� ` n ED NI- EACH (NFPA 10, TABLE 3-2.1). I OFFICE = 195 SF. t idltio 1� CD LO m Ili 1 REST ROOM = 60 SF. i!JIIIII 0 m PREVIOUS APPROVALS WARE HOUSE/MANUF AREA = 1025 SF. ■r•t1z1 i. C 1-- C v v uu• •.l ; w N Q, in 2nd FLOOR(STORAGE) = 255 SF. /%�H��1 o I. SITE DEVELOPMENT VIEW (PENDING): SDR 91-0002 .I b 3 x 2. SENSITIVE LANDS REVIEW (PENDING): SDR 91-0002 '!1 `A m° v a; i�` 3. SITE PERMIT: PENDING MECHANICAL SYSTEMS ' !1 v N o o `o x \ ENGINEERED FILL I) PROVIDE A 2A FIRE EXTINGUISHER ' ' o rn . a-` t° IN EACH TENANT SPACE IN A CONSPICUOUS 1. FILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE LOCATION WITH A SIGN PLACED ABOVE EACH. 3i LOCATE AS REQUIRED TO PROVIDE A MAX. y; a MINUS ROCK PLACED IN 6 LIFTS 4 COMPACTED TO 95ga. TRAVEL DISTANCE OF 15'-0" -\/) ,, �� 2. OWNER SHALL PROVIDE THE CITY OF TIGARD WITH A ,��, v :n COMPACTION REPORT FOR FILL UNDER THE BUILDING. 2) MECHANICAL PERMIT (AND PLANS AS REQUIRED) w z - . , SHALL BE OBTAINED BY CONTRACTOR. ` �N �? r, �c`') FRAMING NOTES THE SYSTEM SHALL PROVIDE NOT LESS TI-IAN 5 \P C' ; ,� f J+ CFM PER MINUTE OF OUTSIDE AIR WITH TOTAL �j q. I. REFER TO WEB CIRCULATION AIR OF NOT LESS THAN 15 CFM STEEL BUILDING DOCUMENTS FOR FRAMING `l E I\ a AND STRUCTURAL NOTESXSHELL) PER OCCUPANT. THE RESTROOMS SHALL HAVE •e*V % w� 2. REFER TO NICOLI ENGINEERING DOCUMENTS FOR TENANT IMPROVEMEN':S AN EXHAUST FAN CAPABLE OF FORM (4) AIR AND CODE INFORMATION. CHANGES PER HOUR. Ni 3. WOOD FRAMING: DF-L "2 OR BETTER REST ROOMi 4. GYPSUM BOARD: I/2" BOARD WALLS 4 CEILING PROVIDE MOISTURE RESISTANT GYPSUM 'NSTALL A UNISEX SIGN MOUNTED CC IN REST ROOMS ON THE WALL ADJACENT TO LATCH SIDE OF SZ DOOR 60" ABOVE FIN. FLOOR, COLOR, Q ENERGY NOTES BRAILLE CHARACTERS AND PICTORIAL SYMBOL Q- 5IGNAGE SHALL COMPLETE w/ ACCESSIBLE I. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE REQUIREMENTS _J SEALED WINDOWS 4 DOORS ARE TO BE CAULKED, GASKETED Q OR WEATHERSTRIPPED. A PRIVACY LOCK AND AN OCCUPIED 2. A 1 - PERM VAPOR RETARDER IS TO BE INSTALLED ON THE INDICATOR SHALL BE PROVIDED. LOCATED ,J/ WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOORS, WALLS 4 GRAB BARS 33"-36" AFF. / CEILINGS. S ' L,, .4_ FLOORS SHALL HAVE SMOOTH, HARD U 3. INSULATION WALLS = R-13 BATTS NONABSORBENT SURFACE 4 SHALLOW EXTEND 0 z a' ROOF = R-19 BATTS UPWARD ONTO WALLS AT LEAST 5 INCHES. Z a Q 4. IF RECESSED LIGHT ARE USED, THE SHALL BE INSULATION ;Y ° COVERAGE (IC) RATED. WALLS WITHIN TWO FEET OF FRONT AND SIDES r--- w OF WATER CLOSETS. NONABSORBENT SURFACE W o 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2" AIR SPACE, TO HEIGHT OF 4'-0". D N o LOW E COATING AND TINTED OUTDOOR PANE. Z r- SPECIAL INSPECTION PROGRAM > c� THE BUILDING OWNER IS RESPONSIBLE FOR THE Q CODE DATA OFFICE FOLLOWING SPECIAL INSPECTIONS: ACTUAL AREA: 1280 CONSTRUCTION TYPE: V N ALLOWABLE AREA: 1. COMPACTION REPORTS FOR ENGINEERED FILL. v 2. FIELD WELDING (IF REQUIRED) N OCCUPANT LOAD = 9 0 OCCUPANCY: TYPE: B, F-1 OFFICE 195/100 = 2 TESTING AGENCY: CARLSON TESTING, INC. MANUF 1025/200 = 1 P.O.BOX 23814 TIGARD, OREGON DESIGN LOADS CONTACT PERSON: BRIAN LEACH DATE: i b.22.11 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 p: 950930 DESIGN SOIL BEARING PRESSURE: 1500 P.SF.CASSUMED) NICOLI ENGINEERING WITHIN 10 WORKING DAYS ry 2nd FLOOR: L.L. = 125 P.S.F.(L IGHT STORAGE) DWG fi: A0.2 ROOF: SNOW=25 P.SF. 0-2