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Plans 8Ot ' OOL6d1111 A T J CP n -- = - UD O r D 3 S.W. Seth 0 S.W. NALL teLvt). kC -4 Cn gib = Z m z 0 D <> FANNO CREEK W e� _ o qVFS I r "kb z 40 ci cgz A; d CITY OF TIGARD -- ---` natty Approved �! J; ;f e the work as described in: r • - NO._ _j_i__7 ,5 409 ....... SPe ' er to: Fo!low..... Attach 1 J' C ]• Job i -ess: sus ¶c ) t • 17'1 F' _Date: 2311 �� � p (4) crcrcrcrCJ "3 - -1 � k1� b. W *o — z kr rkrkrV7 �• A � W tototo -- � • Q 08 i� 1, 1.) — ,1 , z > co � 4 o D F ' c9 z — w< D 4 z -n m ; z n 2 N z 0 za C7 C3 t7 C10C10Ut70t7rnrnmmm � n ppL7C7U � � m� nc' � D � n -0 rnmmrnrnmmmmmmrrrrr 0 mmmmm • • rQOm � — m0 _ m -I -I -I -I -► -i -I -I -1 -i -t -I rnmrnmm -4 -a -I -► -i cncncpm On0F xeZ z z DDDDDDDDDDD « « < DDDDDmrnrn < 71 -+ O m G1 -I X r-rr-rr- rrrrr-- r Dd07 1rrrrrnnnDr2 " 70 � - 1A =I CP n c -t - -i -iDD � . NcnrnCncn -F -4 -I _ ,-, 0 1 -nG�Dt � o, � 7 00000 = = 0000 err _ zzzzz99mz6 zzz ,, rrD10 �—mD. 0 -D m cn cn cn „ z p0 z r O m z rr e E � � 6 O D z � 'OS% r z z� p -- ---1 PROJECT: ,�t� PROF ` i.��i�u■�l■i�11■11 co 75" 75 74th AVENUE INDUSTRIAL PARK S �i F J. Eis!Aids soumuvula w! 1 t,y :� F� �� -i�Irlfiiiii��iYiio�l D> cn L 11135 9 and Construction Services Inc. oa� ocry r— o T -0 9025 S.W. Center St. CD BUILDING B \ 1 •REGO• �,i P.O. Box 23784 --1 ��CY g, Tigard, Oregon 97223 S.W. 74th AVENUE r `'f��` ' ,,L; TIGARD, OREGON 97224 �S R. r;\Gn Phone: (503) 620-2086 Fax: (503) 684-3636 -- - xr'Ir,:3._12 31;39 _._ I I GENERAL NOTES _ BUILDING AREA = 6400 SF. ;;;TE"1 c o cp 5 TENANT SPACES = 1280 S.F. EA. ��� %� `y n 1. PROVIDE A 2A TO BC FIRE EXTINGUISHER IN EACH TENANT �mi2r�l ,,, I I & SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE EACH TENANT SPACE /EIMILIf•u N ° 4- - EACH (NFPA 10, TABLE 3-2.1). IuIr�a °' v) rn ,',1,`_ c_ 1 OFFICE = 195 SF. /��yl71 _ n M i - a. 1 REST ROOM = 60 SF. OTI:11;;� o .m m ° ° PREVIOUS APPROVALS WARE I-IOUSE/MANUF AREA = 1025 SF. it•IrII ° U N rn 1. SITE DEVELOPMENT APPROVAL(PENDING): SDR 91-0002 2nd FLOOR(STORAGE) = 255 SF. !d F•I m 2. SENSITIVE LANDS REVIEW (PENDING): SDR 91-0002 'ra 0 vi 0 .. MECHANICAL 5YSTEMS 'EN o o c 3. SITE PERMIT: PENDING I) PROVIDE A 2A FIRE EXTINGUISHER ' 1111*1 o rn a: P n If ENGINEERED FILL 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. j 3/4" MINUS ROCK PLACED IN 6" LIFTS 4 COMPACTED TO 95%. LOCATE AS REQUIRED TO PROVIDE A MAX. � ./ TRAvEL DISTANCE OF 15'-0" / `\ ' • 2. OWNER SHALL PROVIDE THE CITY OF TIGARD WITH A w .?.`-3 10. • COMPACTION REPORT FOR FILL UNDER THE BUILDING. 2) E A C•L P - IT ( • 4 - • 5 A - •Ul- 40) . ` z • A N •L 'E OaT•.IN D BY 0 T- • Tom- "t" _ C � I J. FRAMING NOTES THE SYSTE SHA L PROVIDE NOT LE S THAN 5 a. G J"�,/ .i, CFM PER MINUTE OF OUTSIDE AIR WITH TOTAL c;•,.'',7:2-\'' ?.. I. REFER TO WEB STEEL BUILDING DOCUMENTS FOR FRAMING CIRCULATION AIR OF NOT LESS THAN 15 CFM �(i ,,; T �,; AND STRUCTURAL N07ES.(SHELL) PER OCCUPANT. THE RESTROOMS SHALL NAVE �"4�t►; L! 2. REFER TO NICOLI ENGINEERING DOCUMENTS FOR TENANT IMPROVEMENTS AN EXHAUST FAN CAPABLE OF FORM (4) AIR - \ AND CODE INFORMATION. CHANGES PER HOUR 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 Se BOARD IN REST ROOMS ON THE WALL ADJACENT TO LATCH SIDE OF CC DOOR 60" ABOVE FIN. FLOOR, COLOR, < ENERGY NOTES BRAILLE CHARACTERS AND PICTORIAL SYMBOL a SIGNAGE 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 I - 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" AFF. I— m CEILINGS. Cl) Q CV FLOORS SHALL HAVE SMOOTH, HARD D 6' 3. INSULATION WALLS = R-13 BATTS Q ¢ z NONABSORBENT SURFACE I SHALLOW EXTEND ^ o ROOF = R-19 BATTS UPWARD ONTO WALLS AT LEAST 5 INCHES. z z 4. IF RECESSED LIGHT ARE USED, THE SHALL BE INSULATION cr' ° COVERAGE (IC) RATED. � cE WALLS WITHIN TWO FEET OF FRONT AND SIDES OF WATER CLOSETS. NONABSORBENT SURFACE Lii 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 Ui ap 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. CT ALLOWABLE AREA: 2. FIELD WELDING (IF REQUIRED) w N OCCUPANT LOAD = 9 a N OFFICE 195/100 = 2 QI TESTING AGENCY: CARLSON TESTING, INC. OCCUPANCY: TYPE: B, F-1 P.O.BOX 23814 TIGARD, OREGON DESIGN LOADS MANUF 1025/200 = I CONTACT PERSON: BRIAN LEACH DATE: a' 4'1 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.SFIASSUMED) NICOLI ENGINEERING WITHIN 10 WORKING DAYS 2nd FLOOR: L.L. = 125 P.SF.(LIGHT STORAGE) DWG #: A0.2 ROOF: SNOW=25 P,SF. 0.2 co CO CO flr� N 0 CD to INZ BP N 0 FIRE BLOCKS INITME • n �:/4:J�, ( o) FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING 1111N17i1 L_ , r i LOCATIONS: ►!JrZi o •m m E N _ /i/H■�.� 3 m 1. INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR = ° LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND •El c°) m - HORIZONTAL. ' !� o o ° - 1.7 o rn d a u_ 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 4`. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE � % AND BOTTOM OF THE RUN BETWEEN STUDS ALONG AND IN - , �? LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE z z 'I STAIRS ARE UNFINISHED. a > r(r i ' 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMINEYS, (,3:-.3-) ✓� ��� FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A � � PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH ' NONCOMBUSTIBLE MATERIALS. w► 5. REFER TO THE OSSC, SECTION 10822 FOR FIRE BLOCKING CONSTRUCTION REQUIREMENTS. 0- J w DRAFT STOPS IF; m �' N DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: _ 0 ('S z �.+ r� o Z Z 1. DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, Q OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR W J COCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 3,00 SF. AND THE W m GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. 2. REFER TO THE OSSC, SECTION 1083.13 FOR DRAFT STOP CONSTRUCTION REQUIREMENTS. .� v � 0 DATE: 6'14-1 DRN BY: PSP CHK'D BY: JDA JOB #: 950930 DWG #: A0.2 A ADDED THIS SHEET 0.3 -1-HR WALL DUE TO LOCATION M 32.75 TO PROPERTY LINE. .,n.06.‘ 20 4'0 I l c 0 M co co �h I' W NCD ---- -----__--- ---__—_-- N49•51'48_'E_ 534j0' OPENINGS SHALL BEi'[�OTgCTE' 1 ( I 'p: li u r� I 4. - - I P r N O ' = U� BUILDING 'A' i 101 ...4;aN v) cn ■ S 6,400 S.F. : i I j I :�i��.° c ' c 0 lo \ � 40' X 160' i i I i11i111�.1l " i N °o, I-HR WALL DUE TO LOCATION 4. % ! I I I •—':F;I' 3 x o` TO ASSUMED PROPERTY LINE. .. I C C C f % i 1 P•Th 11:18 c vi o OPENINGS ARE ALLOWED ` 45.0w' I j I I v N EO rn o x IN EITHER BUILDING BUT 4' u; m 0 ; i l i 1 ' !� co rn a F a I° 1 NOT BOTH BUILDINGS. `1) — I r rrrr i f Y CA \y , . n ,�, r BUILDING 'B' t ; i ,° 5,760 SF. ►�� •I I• c�'!z. <� ��,� \ ,,.,I V I. 0 ■ I I I I I C._I- �_t(i 4(/� 40 X 144 // ►11 5250' T' I �' ' L ,U; u;, 1 I-HR WALL DUE TO LOCATION. �Si 1 :::„..-:,,,,...r. �. ,� s '�'i 1 Ii I I, .� // r OF ASSUMED PROPERTY LINE =• i I I Ny;- .. �" xi / 0 %////// WINDOWS ARE NOT REGISTERED : I 1 I w t 0/.,/ q \ I .6 p ■ TO BE PROTECTED i i 1..1" 1�w .�, BUILDING C —: , �i � i �' 3,1340 SF. I % 5,760 SF. • 1 I , I ivI 4 ./ '' 40' X 96' / I !...,;/ 40' X 144' • i I I �[CC / G C ) —' I S. 1 j I � I Q/� ; �/ 35.00 ASSUMED PROPERTY LINE 45 4''1 I I u� / : 1 IA 11---1 KY ` —C C— —CG %_ * 1 I 1 I Q ir4 7 / i I i I N I CC BUILDING 'F' BUILDING D b : ; 1 : 10 z 6,000 SF. 0! : I I I m 4 cc-:1 ■ I I Q •/ 7----------- • ■ i 1 1 I V I /R d o• / r--------------- S 89'51'48".W-- - 347.11------ I I I Z Z w / I I-HR WALL DUE TO LOCATION I 0 0 TO PROPERTY LINE. W -. / I OPENINGS SHALL BE PROTECTED Z L / I W m I ; i NORTH Q I h SITE PLAN ;� I"=60' N. I IN O a I i DATE: S'14'411 I � DRN BY: PSP CHK'D BY: JDA I (-"' JOB #: 960806 is ;a la DWG fi: A1.1 s IQ --613q157- 17071.11----751:0.7.----- iiilrLi_c CO tO Nom) �l��; N CI CD M ::IM ri d FERMI.° N 0 st ACCESSIBILITY NOTES ,•ii'',� N 1. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING SWITC1-4E5 THAT CONTROL LIGHTING AND VENTILATION AND 0•1511=11 5 N c ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL ■1IH■ ■ S 0 ' g - COMPLY WITH O.S.S.C., SECTION 1109 r—':�!I 2 . x o N m v ui 2. HANLS, PULLS, CATCHES, LOCKS AND OTHER OPEATING DEVICES ON DOOS, WINDOWS, CABINETS, PLUMING FIXTURES AND STOAGE Oa v N o 0 FACILITIES SALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR A "1 PRESSURE AND NOT REQUIRING TIGHT GRASPIG, ' .10 17 o rn (3: I-1 r L? PINCHING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. OSSC, SECTION 11093.1 ) 3. CHANGES IN FLOOR LEVEL SHALL NOT BE GREATER THAN I1/2 INCH. (.4.......",-,' N,;l o, 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE �-, ? ' "_ : ;:,1 WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1109.2, AND NOT LESS THAN 36" ABOVE THE FLOOR, OSSC, SECTION 11093.2. ' ELECTRICAL AND COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15" HIGH ABOVE THE FLOOR `''"1 j''': : u.i! K • . Ne EP CC itinure o FORWARD REACH: 48" Q (SEE ADA FIGURE NO. 5) riff�� 0_• lir ` _ (OSSC, CHAPTER II1.: NM . 1T , _Ai,4_,........ _-- SIDE REACH: 54" """ t I (SEE ADA FIGURE NO. 6) _ R J BO(OSSC, CHAPTER IH) A CC w H Ca ti WI.nm"try 7 CV ru MOT..0 w NW NOM OCT MS wawAo EN CUM%Rnw.+e d ti v Z GRAB BM LOCATIONS PEACH RANOEB L AVATO E� 7, ^ a v. M. C.D o PE CA O _1 32'-0" 32'-0" 32'-0" 32'-0" 32'-0" w d 'I f ¶ `- z m c_, SHE,_AR WALL NOTES (T.l.) W 1 , I. SHEAR WALL SHEATHING: 3/5" PLYWOOD > Q 2. NAILING PATTERN EDGES: 6D NAILS e6" O.G. }' 0 FIELD: 6D NAILS 612" O.G. -. h 7 3. SOLID BLOCK AT ALL PLYWOOD EDGES e SHEAR WALLS. o FLOOR SHEATHING NOTES (T.I.) DATE: �'14'°I� _ — _ I_ DRN BY: PSP ' ` I. FLOOR SHEATHING: 3/4" PLYWOOD (24/0) CHK'D BY: JOA NORTH __ Q . 0 B 960806 UILDING PLAN ' ` 2. NAILING PATTERN D A1.2 EDGES: 8D NAILS 66" O.C. DWG : A1.2 �'� �p- FIELD: 8D NAILS gl2" O.C. NOT TO SCALE f 1.2 :ram g CO ��O�� N r7 --Ir•a N r_gr!a u a 41111111101 L .: ^ 2 30'-0" 30'-0" 1p�4i:I N rn I �` pool i M Iii C 1-, v v ii•r IS Cu N dpi I \ ��� 1 i i \ 1 i -�Hre 2 a7 ' Io vi o O ' I I WALL FOR OPTIONAL I WALL FOR OPTIONAL 1: B I •FI in m I+�-it! SECOND FLOOR (DASHED. SECOND FLOOR (DASHED) LI I4 cv\ ' �a o 6 ° 0 o 171 °' o rn � 1= a L. I - -2 X 4 624" O.C. I I OUTLINE OF OPTIONAL SECOND---_, NON BEARING WALL II�-OUTLINE OF OPTIONAL SECOND . ��' FLOOR ABOVE W/ GLU-LAM ABOVE F FLOOR ABOVE (DASHED) SO�� /)I B I I I 1../--, 'V 0 cp ----- -------- 14'-5 1/2" 5 1/2" 14'-5 I/2" i z : .�___ L U (O (O .I� a o 1��fl N r) ..=11110n1 I 1��VIE N N 2 I Iii/4�J 0n cn a �° 101111=11 r,--"is r) ■!L i c r c I 1•NI4E %) � P P dF■I I GUARDRAIL 9 OPTIONAL ,ri o vi o ° j 'SECOND FLOOR 'E i° 0 m l° ! od ' Iil c ° •d o_ o o 01- d r.. B I I J 41 q 2nd FLOOR 2nd FLOOR 3 ��,�� /, + i OPT IONAL © OPTIONAL I / ) �� \ ��.Ov ' cc cc 3'-2" 3'-2" 11/2 4> HANDRAIL, BOTH SIDES > C . 2 -,: OF STAIRS. LOCATE 3'-(d' 'L� L a I• 0-:,....,_,I. _j' o f � r 1 ,; r ABOVE TREAD AND 1 1/2" L---- V..,'!:-.:' us -- r - FROM WALL. `' tr I D ■■11111 /� /�j6� _ jj C 42" HIGH ^ D Q I 42" NIGH GUARDRAIL y ( GUARDRAIL _1 SL ® ---------+i---------- . --_ =jai ------------a-r-------- � C I 0 =e_i 1 \ - \ B i B 1\\WALLS BELOW GUARDRAIL 4X4 POST W/ Q [ ©Typ. SHOWN DASHED j 2X2 HORIZ. e4 1/2" O.C. CC/ / N 3'-m" MIN. I D Q L CLEARANCE ' Q 0 -7 o A Z z 2nd FLOOR W J I 2nd FLOOR D 5 1 [ (LIGHT STORAGE) D z CO )= W 1 1 _r if _ , 1 ] Q ..c .-J q 1 1 B 2nd FLOOR PLAN N i 3/16" = I'-0" • DATE: b'14-.17 DRN BY: PSP CHK'D BY: JDA JOB #: 960806 DWG #: A2.2 2.2 r II 1- 4 N Z l \ CI M 03 I 5 1/8 X 21 GL-51'1 (24F-174) i _ Z I Com 1f1111i1F1FFrf1 W N I r--------0 2- 71 T7-5 � ° 3 �z X ti � 0 1 1 1 1 1 1 1 ! I I I r0 33 i-I— 1 1 1 1 1 1 Q)\`' 4 I I I I I o - (b`\y -n r- "' � i t I I I I ir-\\ I I I I I X 0 0��° 3 I I I I I I I ! 1 1 1 1 1 ; › a\�yd 030 � 1 i 1 i 0' 3 �y �\ K � r- n 1 1 1 1 ! i i l 1 1 1 1- ' ," �'1rj° Z 70 1 I I I II 1 ! 1 r 1 1 1 1 �,� • 0 D2 o Or .i_�_� I I 1 i I i 1 l I I I[J, �, �_____�__-- -. n < 3 1/8"X165" L-Bi"L (24P-V4) 3 1/8"X10 1/2" GL-51"L (24F-V4) 2X10 - "2 OR BTR. Ono- � 0 (P 10 _70 ND 013 ON 33 CO 0 AZ x9 z 700 - Z j3 D rn11 CPD z Z m 70 Uz o 0 _ u -o CP ;, Z Z 0 m � � DOrn —4 70 • = .nN 00m 0 0k = rn in rn o = z PROJECT: ..1 III Willi 111/AMI 1=1 I c, cc z H S .Grt,. ..r.: l;f .� �►\'■Ili�;Ui:lOil�l 4'c> t r-, 11111 l5• % J� IV 74th AVENUE INDUSTRIAL PARK ``1 111'` l,/ a�l,•ii:g:l ma � o�r As -.......,.......... ir and Construction Services Inc, co Cr, a c., A. ORtCj�f 9025 S.W. Center St. BUILDING B c1 P.O. Box 23784 ",'� e-0\- Tigard, Oregon 97223 S.W. 74th AVENUE ��' �``v TIGARD, OREGON 97224 • Phone: (503) 620-2086 EXPIRES 12-31-98 I Fax: (503) 684-3636 CO . _ _, it,1 - . 7 _ _ _ 1 1 10 Er- 41:1 �- C — -- r= ❑ — ❑ 0 7 _ 7 Z - D rn m -- D rn - n - rn < Z 0. 1 milw rn _ -= z o 0 aD m D UU U} Z ii b` cn m V J Z N 10 — Toc z - — — 3 ij _ —CP rr I n — 3 CP aa - 0 B - _ — — -171 _ -Cil ..._ X L,uG' o o �,mi frig...non o = n PROJECT: �, �- i►�,■i11u�1i■iMn■II Cia `-' co o Z rn mod_ co,i N F '�� laiLLA\!/!JN co co 74th AVENUE INDUSTRIAL 1n 5 r ' ieloi«s slo gas mo r . PARK iilrifii`iiiikliiiil / and Construction Services Inc.•o n BUILDING B !Y1e! St. cn 97223 r. S.W. 74th AVENUE � iv Phone: (503) 620-2086 TIGARD, OREGON 97224 I EXPIRES 12-31-98 I Fax: (503) 684-3636 U D CD :m:IFia [D3 :pilllI rll_ 0 (D N__IV._ a N inui.I u 0 1111111111M1 • N rij 2 o— �■►llI�I ? 7- ►`!Jr�1 °: �° 0 3 7 1_!_�,.a i+ c I� C v v R-19 INSULATION ��,���� ' N °' 5 -1 ie o N p O _■ m aaCE 11 1/8 TJI AT 12" O.G. _ ,�, `o rn a (� a - -2 2X6 AT 16" O.G. ` --, W/ R-13 INSULATION 1k►` j BLOCKING PER TRUSS 2x6 a 12" O.G. -TYPICAL AO � � MANUFACTURER �- . fi -' 9) of / A PARTY/COMMON WALL 0 ;' ��s.' c� 51 I PER BUILDING MANUFACTURER. 5.1 52 6' '?'.i. i N (2X6 NORIZ. AT 24" O.C.) .k T AT HOEDOWNS -:;;::,`=„ ,;:;/= ti w „/ C- a ii R-13 INSULATION ' w \I, q SECTION 4 OFFICE o 4.1 1/4" = 1'-0" Q CL , -J iii a c R-I2 INSULATION CC r I o GUARDRAIL- SEE DETAIL = 0 Z °' ;�ON SHEET D/5.4 0 Z Q o a 7 0 ^ o 5 W o cn GLU-LAM BEAM (5 1/8"x21") z 0 PARTY/COMMON WALL I- - 3 1/8"X16 1/2" GL-BM W/ WP3511.88-2 BLOCKING PER TRUSS PER BUILDING MANUFACTURER. TJI JOIST HANGER (REQUIRES WEB Q MANUFACTURER (2X6 HORIZ. AT 24" O,C.) STIFFENERS) L R-13 INSULATION -' w` 0 c, a DATE: DRN BY: PSP CHK'D BY: JDA B SECTION 4 OPTIONAL 2nd FLOOR JOB #: 64 .1 4.1 1/4" = 1'-0" 4.1 -9-lflrl♦ W N M _— CENTER WALL BY BUILDING MANUFACTURER I',r7E cNV N v) crl %SWIM' r1 �,, ►!Jrii o °: coo 0 0 ■.2112.1 c n c .. - GUARDRAIL- SEE DETAIL iMINIV.41 S 0 N rn ON SHEET C/5.3 r 0) WALL BEYOND -1 3/4"X II 1/8" MICRO= 'ij co v) 0 �` LAM LVL 7:1° F = I AI W/ HAND- �TIMBERSTRAND RIM BOARD RAIL W/ RETURNS AT WALL �- rz- 4„. 3 1/8"X10 1/2" GL-BM c\� �"' � clA 0R 6"X10" NO.1 r <n r 1 il 2X12 1 \r - TJI JOIST HANGER 0 6 7 Y. N • ITT3511.88 u! --t = 0 I _� 0l o'.) — `;r�VJ 0) 4'� 1 vl 2'-011 Y § x 1 4 , W / 2X4 AT 16" O.C. FOR LANDING SUPPORT (3) 2X12 STAIR STRINGERS �[ CE 1:C SECTION Q 4. 1/4" = 1'-0" / 26 "GAP" AT Q �r CENTER WALL BY GUARDRAIL CC _�BUILDING MANUF. 42" GUARDRAIL. 2X4 AT A GUARDRAIL- SEE DETAIL CO m N w n =I: 16" O.G.- TYP. a C/53 = z rn 0 a Z do 1 Z o � CC an \ O tat��i����1111 7/8 TJI AT 12" O.G. 1 _ _T1M5TRAND RIM BOARD C W J C : _ D `n n _ u, —_- 3 1/8"X10 1/2" GL-BM Z m ~ OR 6"X10" NO.1 e� 11 e Q \. (3) 2X12 STAIR STRINGERS 1 m L NON-BEARING 1:1 2X6 AT 16" O.G. 2X6 AT 16" O.G. U IN 4 w/ 12-13 WI R-13 INSULATION -TYPICAL cc a r \- _.1 - .1 DATE: in j,„ j' 0 .-- DCHK'D BY: JDA SECTION JOB #: 960806 1/4" = r-0° DWG #: B4.2 4.2 to • , w Lo e c 3 e -7.; N 41. i- s - � ► 3 ID 4 p • 0 -- X 4---) w p e 0 . Q D rn N zZ 0 • ri z0 0 , Lo v± cp Co 4 em s p N (zT N 0 mw =2z to rn hz 0 ClZ D 0 z N w o 0 o 1 N 4Q \ I . ` _R cc � � oo � ., 2 z n PROJECT: •:t,--: ; h '4 .,uiui..WWII..■u MEN MI MIMI I �4.4"-,... � 1113 7/ 1�l• �P.W/V C?t o m 74th AVENUE INDUSTRIAL PARK iil�rr�iil�i�ma-mom i �� G and Construction Services Inc. co co 7 b -■ r:ilEGON / o a °° BUILDING B S` 9025 S.W. Center St. cL, `^, ��•,-0fr P.O. Box 23784 �-,. , j.� Tigard, Oregon 97223 S.W. 74th AVENUE - --- TIGARD, OREGON 97224 ; EX�_,<«s. , +3 pa Phone: (503) 620-2086 Fax: (503) 684-3636 ti 0 ID CO tO paifp' N M) —AM s'Omani.; N O ..T.JI i o co ° ! Ii++ C N c v MAPES 4) re x O .U, O U) 0 'Eau in m -ET Iv7 NQ X Ira, 13 O L o rn � l= a SIMPSON HD2A LOCATIONS OLDOWN HOEDOWN �`\\ \ �� W/ (2) 5/8"4, BOLTS „ SEE SHEAR WALL NOTES ON s-:) ',', G"' SHEET 1.2 FOR SHEATHING NOTES �`` „'� '_ f I — t(5 e r ',ir; I f ■i;t , 54"4 HILTI KWIK l i c w BOLT M OR APPROVED 14110,4, EQUAL P.T. 2X4 FE Wls- I CC a MI J Q CC a I— m ..4- COW cV 2 f� <> LJ Z o Z Q J r=i- ,,-; � Z m 3 EMBEDMENT (MIN) W 1 1 i Q L E-3 I\ (2) "4 BARS CONT. o a HOLDOWN DETAIL DATE: B SCALE: NONE DRN BY: PSP I CHK'D BY: JDA NOTE: PROVIDE TI-IICKEND FOOTING AT BEARING JOB #: 960806 WALL LOCATIONS oNo'. DWG #: B5,2 5.2 03 ri __=1IA j• fn 0 CD Prl __I r•II il 41111111111M 2 X 6 CAP 4X4 POST AT 4'-0" O.G. 1.10111111 aJ 1 `o .°= co O o ■NN oil S U N Ol goc x O %i' in m , wrili - ma' I,,, c O O - r o•o ma I= tL N. TIMBER STRAND � �\'1 ^-- RIM B.D. - TYP. NI f����'Ci�A\ 2X4 BLOCK / STIFFENER H ,. % ,`<�' \ ill _,2 X 2 RAILS e 4 I% O.C. G �., .s 1 i,f: TJI JOIST (WEB DASHED f �r I —� \it cal I Q 2X12 BLKG. BETWEEN JOIST J__ -1-_- l: PROVIDE 2X4 BLOCKING -'s_ X IL I /STIFFENER AT WEB OF `--- JOIST AT POST LOCATIONS ' J � I Q 4X4 POST AT \- CC S _ 4'-0" D.G. I-- CO 3/4 BOLT W/ 0 PROVIDE 2X12 BLOCKING t---___ I]�/ OVERSIZED V z TJI JOIST...._ BETWEEN JOIST AT POST WASHERS 0 z LOCATIONS. NAIL INTO r I Z L W 2X4 STIFFENER AT WEB ■ _ — 0 o 2-I NAILS �_ _ _ W 2X4 BLOCK / STIFFENER D m cri � — — I] TIMBER STRAND Z ( c--- RIM B.D. - TYP. W PLAN VIEW Q .0 U A E--3 1 ` O GYP. BD. a TJI JOIST DATE: CONTINUE PLY-WD TO DRN BY: PSP ic/FLOOR OF MEZZ. CHK D BY: 8 C GUARDRAIL DETAIL JOB # . 960806 ` C SCALE, NONE DWG #: B5.3 5s ---1 1 •v ► ,_ „, D 2 _. r m O z 6 Th. rn WN rn rn v M sq i> F 1 w I I � A � I 11 I I I I s c IL O A 3 -t rn Ew A E.i Ia Zn m co A - NO 3 0 0 z 0 m A N F-74 Z O v P 8 ...„.„-,77,-,,, _ o s 2 A PROJECT: . ' • 11:1111OM:�abIlnNMI c-) w Pc z -1 /''; `C, I t: :t \ lani■liMMI lll� 1. 'J `c: .`: IaitiLELTAI IN� m 74th AVENUE INDUSTRIAL PARK I "' :!!�-!�_!IN i■Irliiilfii�illii��l of DIMON MIN co ilk 7'5 Ora �� and Construction Services Inc. op-" Cr, a f 9025 S.W. Center St. BUILDING B o �;;-,..` P.O. Box 23784 cn :.. ' Tigard, Oregon 97223■ S.W. 74th AVENUE `..„ ,......„,..- TIGARD, OREGON 97224 I Phone: (503) 620-2086 EXPIRES: 12-31-9c3 Fax: (503) 684-3636 • -4 W . A 0 L rii r E 0 0 { N ' 0 -J L_ 70 m z m N T nu' AD r z . f o zO z m � r N 3 1) N §. g ' g c to 3 U 77 N X 8` -1 0 m 1 E 0 (5) Z D gD o 1 M 6 3/4" / / 0 41 O f1i° m, D m ODb' rr--0 O NN ( _ N z ° o = �, °n rflrr ,C Mr�r►Iii iI7IIMu CD CO PC Z PROJECT: �hti � � ` i►1�i�111.1Mrn1E11 01 '7 co W 75 74th AVENUE INDUSTRIAL PARK 11135 -7 al41011i111101:>Na1n41111011r 01 r' Thierannetabliiiiiiwilmari co v and Construction Services Inc. "' o °a � � / ORr. ,r,I • / cJ+ o .3i.. BUILDING B �, 0i 9025 S.W. Center St. v f. P.O. Box 23784 CT) v9/1'£J R 17 A-0 N\00N\ Tigard, Oregon 97223 S.W. 74th AVENUE Phone: (503) 620-2086 TIGARD, OREGON 97224 ExPIREs, t 2T 31-93 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 K 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 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 SORE WI �,,4, a 1"" O.c. WITH 27 MIN. LAP SPLICE. STEEL RAFTER CHANNEL ""• " \\ �� STEEL FRAME/ Vglk 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 16ga L4x4 W/(2) A 10 SCREWS -- COL. OR CHAN. WIDE FLANGE AND CHANNEL SHAPES: ASTM A-36 INTO RAFTER AND GIRT PURLIN ...`\" `\ PURLIN OR GIRT ANGLE SHAPES: ASTM A-36 (MIN. Fy = 42 KSI) OR GIRT J.. \\ TUBE(TS) SHAPES: ASTM A-500, GRADE 'B', (MIN. Fy = 46 KSI) GIRT TO CHANNEL DETAIL `�� `� ° L1.5 X 1.5 X .130 BRACE 6. ALL WELDING SHALL BE PERFORMED AT WEB STEEL MANUFACTURING WITH WHEN DOUBLE BRACE IS INDICATED, USE � `� ,#r 0 - 50 E70-XX ELECTRODES BY CERTIFIED WELDERS. L1.5 X 1.5 X .130 BRACE h 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: 4 • THIS SIDE ALSO 3/8" DIAM. BOLT (6) #10 SCREWS MEE= ANCHOR BOLTS: ASTM A-307 BUILDING FRAME BOLTS: ASTM A-307 (TOTAL PER CLIP) typ. 1/8 • r• INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT L1.5 X l.s 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 -I- + NC SCALE FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE_ 4. 9. LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS TACK + =T+ (2) #10 SCREWS SPECIFIED IN ABOVE NOTES AND ON PLANS. BACK 1/a •' N s f\:\•\\ 0 1- 0.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 } �� �� STEEL FRAME/ .�\ GIAN 11. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER �� MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- STEEL FRAME OR PURLIN \�� PURLIN OR GIRT COLUMN OR GIRT `\ \� MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN. 5/8" STIFFENER LIP. SCREW k� LI X 1 X .109 BRACE FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL MEMBER-TO- WHEN DOUBLE BRACE `�� ° ° w IS INDICATED, USE '\ " /40 50 MEMBER CONNECTIONS SHALL HAVE MIN. (2) #10 SCREWS, UNLESS NOTED OTHERWISE LI X 1 X .109 BRACE . � 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 NO SCALE 1/8 • ' ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR Li X 1 X.109 4 INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). (4) #10 SCREWS elenang VP- SINGLE 'A' AND DOUBLE 'A' BRACE DETAIL CUSTOMER ACCEPTS ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING TACK MATERIAL USED THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. BACK 1/8- ' 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 p SHOP IN ACCORDANCE WITH SECTION 1701.7. STEEL FRAME OR �" •�O r 13. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE • COL UMN hl■ tG. 1 4' , AT OWNER'S EXPENSE. r :14 .9 '9 A 14. ALL PENETRATIONS IN THE BUILDINGENVELOPE ARE TO BE.SEALED. WINDOWS AND DOORS ARE TO BE CAULKED, GASKETED OR WEATHERSTRIPPED. ALL GLAZING SHALL BE TEMPERED. TYP. GIRT CLIP DETAIL ��� `4, in NC SCALE ORE..,iN ...to �4y S 30, N N M. 06. E-1c '. t2-3'.-'g A S I ASK4 Engineering, Inc. W EB BY LC A 1 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. L J 39084 Proctor Blvd. Suite 'C� TIGARD, OREGON 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 ENGNE�IN Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. 9720-084 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET N 1 A DIVISION Cr WEE S1ttL SALES 64'-0" (SIDEWALL, 144'-0" OVERALL) • E . r rr r rr r rr r rr 16 -0 16 -0 16 -0 16 -0 2 @ COL'S 10, S 1 13, 16 AND 19 Alik C)41i17 FRAME © 18 FRAME 19 CHANNEL 20 FRAME 0 0 a • • • • . . NKr 7 68 ° 68 3 X 6 \ 1 @COLS 3 X 6 DOOR 1 1, 12', DOOR S 3� 17 AND 18 4 1/2" --+� - C X-BRACE Q Z 1/2" CL A.B.'S J c X-BRACE IN / TO CL CHANNEL I N r-, 15 ROOF ABOVE i i Z c,..1 a • --/ - - — • 27 F.. v, Q • @ COL'S X-BRACE T x • 141527 . z O, AND 28 a c LI., W (V z OL O •0 e X-BRACE U N O - • 2 8 a tv '� ~\ / = _ O 6 �/ I © W co TYP. @ "o 1 1 ... Q SLAB 6' SHEAR PANEL I EDGE , (PER SHEET 3) s V 4° X 3° --�� ~`N WINDOW Y r e'er urrrA.11 f • • • • ',CO P l i NOTE: SEE SHEET D1 FOR ` 1 3 0 O DOOR FRAMING DETAILS. (�: GIN �,P N 4 - ;143: t,1\68 4 X 3 3° 24" EXTENDED - ' l , �� ± 3 X 6 ° ° 14° X 14° 3 X 68 EAVES AT FRONT ` �� DOOR WINDOW 0 OVERHEAD DOOR oRBwx 4 DOOR TENANT IMPROVEMENTS: i'9Y3p ,9: FOUNDATION PLAN SEE TENANT IMPROVEMENT DRAWINGS BY NICOLI sHM �,G��NO SCALE ENGINEERING FOR THICKENED SLAB INFORMATION OX — COLUMN REFERENCE NUMBER REQUIRED FOR TENANT IMPROVEMENTS. Fur. t2- 31-11' A S '41 ASK4 Engineering, Inc. EB WEB STEEL SALES, INC. BY LC A1 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'B' L J _ DATE 6- 11 -96 TIGARD, OREGQN 37396 SANDY,OR 9 05555-930779 - - = JOB NO. 9720-084 QIGNE�i1N Sandy, OR 97055 _ _ INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 1 A CMSION OF WEB STEEL SALES 80'-0" (SIDEWALL, 144'-0" OVERALL) 4 --Y 16'-0" 16'-0" 16'-0" 16'-O" 16'-0" 4 © @ COL'S 1, 4, 7 20 FRAME 21 CLFRAME - 22 CHANNEL 23 ItFRAME IllEr 24 (FRAME AND 22 • • • • • • • 7 I r ni, TYP• @ 1 @ COL'S 5, 6, / 3° X 68 ED A SLAB 18, 9, 20, 21, DOOR EDGE --+i k+ 4 1/2 S3,1 23 AND 24 / X-BRACE --rj jh--- 2 1/2" CL A.B.'S I �r TO CL CHAI�JEL / \\� X-BRACE IN 3 @ COL'S 2, I / ROOF ABOVE S 2 3, 25 AND 26.‘,.,„/ W ; 25 - �- - = �� X-BRACE I i Ah cn TYP. @ ( ) 0 C 2 INTERIOR 6 i 6 PARTITIO, J WALLS I I OPP. v X BRACE • H : 0 IN\, —7- 1.- \\ / CD / 1 aft N N. z VW )<- I 6' SHEAR PANEL V 14° X 140 14° X 14' r• (PIER SHEET 3) nvERHEAD OVERHEAD 3 OOR L DOOR \ 0•�Q P'/ . . • . . *r�rrrr rFrrr Pe will. `.# 14 9� 0 O Q Q A woe 24" EXTENDED 1 FOUNDATION PLAN EAVES AT FRONT WINDOW X O 3° X 68 NOTE: SEE SHEET D1 FOR WINDOW DOCK �, �+'so,�' 2 OX - COLUMN REFERENCE NUMBER 4 DOOR FRAMING DETAILS. M. 3t-1G Q S '4 ASK4 Engineering, Inc. EB _ BY LC A I 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. L --_ DATE 6- 1 1 -9 6 TIGARD, OREGON 37396 RUBEN LANE, BOX 9 MENE�IN Sandy, OR 97055 SANDY, OR 97055-9377 = JOB NO 9720-084 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 2 i A CM90N Of WEB STEEL SALES • • NOTE: SEE GENERAL NOTES (SHEET N1) FOR'ROOF AND WALL PANEL INFO. 1 EDGE OF PLYWOOD S4 SHEAR PANEL SHEAR PANEL EDGE STRAPPING ROOF PURLINS TYP. @ (PER DETAIL 2/3) (PER SHEET N1) X-B RACING il r 2 \ @ EXT. EAVE TO ' 1 S 5 FRAME @FRONT - I CMST 14 CONTINUOUS STRAP W/ .ter.-�� !, _ EDGE PURLIN 4111 _ (3) 16d NAILS IN EDGE PURLIN 1 _ •t 4 X 6 BLOCKING I AND (1 1) 16d NAILS IN DOOR.„..._,,______ • .. .. . 1 ,P JAMB. NAIL AT 1 3/4" O.C. IN i '— BETWEEN. STRAP IS NAILED TO W DBL GIRT ABOVE OUTSIDE OF PLYWOOD. SEE ELEV. 6 -0 --- v = DOOR 1/3 FOR NUMBER OF STRAPS. d ____. _____. __ NOTE: PLYWOOD NOT 4 X 6 DOOR JAMB A SHOWN FOR CLARITY. II 22" MIN. DOOR OPENING • E • L....._: SHEAR PANEL HOLDOWN, WALL GIRTS 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'. SHEAR PANEL EDGE STRAPPING 3) HOLD BACK EDGE PURLIN 1/2" TO EXTEND PLYWOOD TO TOP OF EDGE PURLIN, SHIM OUT WITH PLYWOOD FOR SIDING ATTACHMENT AT NON-SHEAR WALL AREAS. N.T.S. 4) SEE DETAIL 1/C2 FOR ADDITIONAL HOLDOWN INFORMATION. ..dill ', XG 1 . £F �/ SIDEWALL EXTERIOR ELEVATION ��� ` Wt. NO SCALE OREu'' ii'Y30, .< t.S /i'! M. V-\G(` FOP• (2-'31.16 A S K ASK4 Engineering, Inc. B BY LC 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. L J 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 • JOB NO. 9 7 20-084 MEIN — INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 3 A DIVISION OF w®STEEL.SALES • NOTE: SEE GENERAL NOTES (SHEET N1) FOR ROOF AND WALL PANEL INFO. ROOF PURLINS SHEAR PANEL EDGE STRAPPING (PER SHEET N1) (PER DETAIL 2/3) =© @ EXT. EAVE TO IINCEPIPATIE — FRAME @ FRONT 1 WM I El = WI n W "t, 1 . I s,_o„l 2 � LI v., i • 11 1 1 ___ • 11 .� [I 11 i \ 1- r1- .rr 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) 1 SIDEWALL EXTERIOR ELEVATION 4 NO SCALE 4 ■stxr6) 11= , . 89 ' Z. a OR£,tNN S�Y 30, V. /II M. 1.\G� E.c P. 12-3■-16 S rd ASK4 Engineering, Inc. El BY LC 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. L ,.� 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 6 Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 _ . - ���N JOB NO. 9 7 2 0 0 8 4 (503) 668-6550 (503) 668-3267 BUILDINGS INC. SHEET 4 A DIVISION OF W®SltEL SALES 1 � ' S 4} - - TYP. @ �a L �` X-BRACING , \ 4 U \ ... / W N I( I \ / ..J L1J= 4J f \\\ //, LEI d / \ -1- /f \\ I T 1// \\ f ......._, SIDEWALL EXTERIOR ELEVATION WALL GIRTS (PER SHEET N1) 5 / NO SCALE / ROOF PURLINS (PER SHEET N1) . ~ - l---/i . . \ / \ / 41 in \ / Z \ / J W \ / \ f Z =LW \ f tl� \\ E Ira PROF ___ / \. \ I I I 0 #1438' �0 l,, \\f 1 i ` f . ORE. N frA AIy30.,g0 2 SIDEWALL EXTERIOR ELEVATION s``��' M. .-��� 5 NO SCALE F.xe. %.2.-3(-,U5 A S I ASK4 Engineering, Inc. ('KLJ EB BY LC A 1 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. 1 ----1 39084 Proctor Blvd. Suite 'C' 37396 RUBEN LANE, BOX 9 DATE 6- 11 -96 Sandy, OR 97055 TIGARDt OREGON SANDY, OR 97055-9377 � JOB NO 9720-084 BERM INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 5 A DM9ON OF WEB STEEL 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) O 'A' BRACE AT CENTER) 1 4 S2 ' 4 S2 S2 ^ 12 PEAK if' .S? ^ 12'- si_vics'�-�► ,AW. �_ SAVE op!' �'�� 4 - Si o z ; S6 OPP. iD = pr a OPP. 7L( Z \ T.O. Q . P CONCRETE X—BRACE WAI 1 GIRTS X—BRACE WALL GIRTS (PER SHEET 54) (PER SHEET N1) (PER SHEET 54) (PER SHEET N1) 1 ENDWALL INTERIOR ELEVATION ' (T PARTITION WALL INTERIOR ELEVATION 62 .6...) ,����-0 P OFF I� GI h ► ' #14 " i W., , OREvvN) 'kM. L\G' fir. v2.--11l-115 A S 1 ASK4 Engineering, Inc. EB BY LC 7 4 1 ' 74th INDUSTRIAL PARK BUILDING 'B' WEB STEEL SALES, INC. L....1 39084 Proctor Blvd. Suite C 37396 RUBEN LANE, BOX 9 DATE 6— 1 1 —9 6 MEIN Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 JOB NO. 9720-084 IE. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 6 A LVISION OF W®STEEL$ALES 1 9'-6 1 /2" 4 >~ • " 1 ' 6 3/4" 2'-0 1 /4" 20'-1 3/4" 12 ilk 31 5„ 2'-0" TYP. A 811111 B A A SYMMETRICAL A ABOUT A E B 4. H�* KEY 4 UPPER CHORD..L3X2X_25 HOLLOW TRIANGLES INDICATE LOWER CHORD..L3X3X 1875 \A SINGLE 'A' BRACE, DARK INNER LEG..L3X3X 3125 A TRIANGLES INDICATE DOUBLE OUTER LEG..L3X2X.1875 'A' BRACE (PER SHEET N1) A..L1X1X.109 B..L 1.5X1.5X.130 I @ EXTENDED EAVES C..L2X2X.125 1 B 1 TO FRAME @ COL'S D..L2X2X.1875 I 5, 6, 8, 9, 11 AND 12 E..L2X2X.25 A , F..L2X2X.3125 .km A �� AT COLUMNS 5, 6, 8, 9, 11 AND 12 H..L3X2X.1875 1 J A USE L2X2X.25 STIFFENER J..L3X2X.25 11- (PER SHEET 54) AND OMIT BRACE AT 8' HEIGHT B NOTES 1113 r 1. UNEQUAL LEG ANGLES TO BE PLACED WITH LONG I LEG IN THE PLANE OF THE FRAME. 1 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & S4. 3. DEAD LOAD = 5 PSF I SNOW LOAD = 25 PSF 1 WIND LOAD = 80 MPH, 'B' EXP. p C ) S 3 4. FRAME SPACING = 16'-0" 5. TOTAL FRAME WEIGHT = 837 LBS. iN 410 I FRAME HALF w`' 414 :s 4, . 7 No SCALE - �1 10`,a.. ORE ,N ,, �'1Y3 , NN M. 041 FixF. I2.-3i-'lb i A I S ASK4 Engineering, Inc. -. BY Lc A 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING B WEB STEEL SALES, INC. _ _ _ = DATE 6- 1 1 -9 6 TIGARD, OREGON 37396 RUBEN LANE, BOX 9 NON TI Sandy, OR 97055 SANDY, OR 97055-9377 ,SOB NO. 9720-084 INC. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET 7 A DIVISION CF WEB SZEEL SALES . ' , • NOTES: 1) THICKEN CONCRETE AS REQUIRED TO PROVIDE 3" MIN. OF CONCRETE COVER ON ALL S� 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 Ni. 3) NONSTRUCTURAL WEATHERPROOFING MATERIALS AND INSTALLATION AS WELL AS CONCRE I E 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 OF BARS. PLACE AT LEAST ONE TOP BAR OUTSIDE OF OUTSIDE FACE )1 (2) - #5 CONTINUOUS AT TOP ANCHOR BOLTS AT FRAME AND COLUMN BASES. EXTEND OF PARTITION AND (2) - #5 CONTINUOUS AT BARS 24" MIN. AROUND CORNERS.) WALL GIRTS BOTTOM OF FOOTING CONCRETE SLAB I 6 X 6 - W1.4 X W1.4 WELDED WIRE CONCRE I E SLAB \� 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.I\ A X x X x x VARIES 4,t • 4" u=tn Y �� PRO SCC - � •N .\'‘�� i / _ U �c X14 .9� -� Q r x o ���� 4. —J .14•: ' v NOTE: THICKEN CONCRE I h AS REQUIRED TO N ° ° �'�Y 30, PROVIDE 3" MIN. OF CONCRE I E COVER o 5 S ON ALL ANCHOR BOLTS AND REINFORCING Y V° cj 0° NM. C' AT SURFACES IN CONTACT WITH SOIL. II�U 1 4" UNDISTURBED �= Pico. 12- 3l `tL WIDTH - NATiVE SOIL LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS < I• . . SIDEWALLS 12 '' 12 " ( 1 )-# 4 ( 2 )-#5 CD SLAB DETAIL (9EDGE NoscALE OF SLAB DETAIL ENDWALLS 0" 2 " ( � )-#4 ( ( )-#4 NO SCALE A S Al, ASK4 Engineering, Inc. EB BY LC A 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS WEB STEEL SALES, INC. L� _ -� DATE Ca-1 \ -- q---7 !- 37396 RUBEN LANE, BOX 9 EhfRfN Sandy, OR 97055 SANDY, OR 97055-9377 —I JOB NO. 1120 -oaq RE (503) 668-6550 (503) 668-3267 BUILDINGS SHEET Cl A DNISiON Cr WES STET SALES , • NOTE: SEE DRAWING 1/3 FOR SHEAR PANEL MATERIAL INFORMATION. -------_ 4 X 6 JAMB STUD Y SIMPSON HD6A HOEDOWN WITH 7/8" DIAM. THREADED t 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. • Z CO E A v 7 1/16" NOTE: LOCATE AT LEAST ONE OF SPECIFIED TOP REINFORCING BARS TO THE OUTSIDE OF THE HOLDOWN ANCHOR BOLT. SEE DETAIL 1/C1 FOR REINFORCING. SHEAR WALL HOLDOWN DETAIL '(T)CD NO SCALE `� e ORE.00N 4 AI 30 ■g• , Lilt._rii M. ``C' . tz-;t--t. A S "4 ASK4 Engineering, Inc. IULJEB A i WEB STEEL SALES, INC. BY LC 39084 Proctor Blvd. Suite 'C' FOUNDATION DETAILS L .-� 37396 RUBEN LANE, BOX 9 DATE 6- 1 1 -9 7 ENGNE�IN Sandy, OR 97055 SANDY, OR 97055-9377 — JOB No. 6j']� —Oe,q (503) 668-6550 (503) 668-3267 iNC. c � BUILDINGS SHEET G2 A MASON Cc WEB STEEL SALES 1 -I- + .± ...t., -- , . , ÷ + i--- CORNER COLUMN GIRT CUPS - (PER SHEET Ni ) PURLINS PER SHEET Ni WALL GIRTS BUILDING SKIN CORNER PLAN VIEW A _I 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 PURUN .- INTO TOP AND BOTTOM FLANGE i CUP W/ (6) #10 SCREWS, I CENTER ON CHANNEL RAFTER L2X2X3/16 BY 6" LONG - W/ (2) 1/2" DIAM. BOLTS _ 2„ ---r INN • 2,. r FILLET OR GROOVE 1 • I r■WELD AS REQ'D 1/8 . I PARTITION WALL 1 1 /4" *- CHANNEL RAFTER TYP. I A I D PROfF,s/A �- t�. WALL GIRTS �A CANE£ , O� c r' #14389 , =; t1. olkt,-,t, 4 V gy30, 1 CORNER EAVE FRAMING SETH M.\-\C' S6 NO SALE co, ,2_-'5►-44 Q S I'4 ASK4 Engineering, Inc. E� BY LC 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. I[_ DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 RENEE TA Sandy, OR 97055 SANDY, OR 97055-9377 I JOB NO. _ 120 - 4 IN C. (503) 668-6550 (503) 668-3267 BUILDINGS SHEET S6 A DIVISI ON OF WEB STEEL S.LES S 10 K ■ I i • • I1 4 I I I I PURLINS PER SHEET N1 I BUILDING SKIN C6" X 16 ga. (PER SHEET N1) BEND WEBS OVER TO ATTACH TO EXTENSION MEMBER WITH (2) #10 SCREWS, TYP. f r -e- \ _-.--C6" X 16 ga. (ENCLOSE WITH r--r r 1 .. 18 ga. TRACK IF REQ'D FOR 5 1 /2 r EASE OF CONSTRUCTION) ��-- �� 51, 211 I +: + C6" X 16 ga. EDGE PURLIN �— - MIN. r 010111\\ 1 /2'' �� I (PER SHEET Ni ) r ENCLOSED WITH 18ga. TRACK. 5" r ! �" 2" ,r-'f CORNER COLUMN BEND WEBS OVER TO ATTACH M 1 N. "�f • 2 TO EXTENSION MEMBER WITH rr • ' PURLIN CUPS W/ (6) GIRT CLIPS (2) #10 SCREWS. (PER SHEET Ni) r 2" #10 SCREWS MIN. WALL GIRTS r. PARTITION WALL 1 1/4" --* 1/8 CHANNEL RAFTER L2X2X3/16 BY 6" LONG TYP. CORNER PLAN VIEW W/ (2) 1/2" DIAM. BOLTS A A 1\ WALL GIRTS w`' 4143:9.9 �'. �'�Y30. ��� 0 PARTITION WALL FRAMING s�`>N nn. 1-\`' � NO SCALE 6-xr, r2- 31-19. Q S ' 1 ASK4 Engineering, Inc. gY LC A 1 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. J DATE 6- 1 1 -97 37396 RUBEN LANE, BOX 9 E?�GIEM Sandy, OR 97055 SANDY, OR 97055-9377 "`-��� I INL (503) 668-6550 (503) 668-"R7r7 2X6 HEADER @ 4 4 2X10 HEADER 1 ENTRY DOOR. I D1 I I+ 3 1 4-OFTBUILD NGE D 1 ----11 STEEL FRAME STEEL FRAME , , OR COLUMN II 41 OR COLUMN �i I� 2X10 #2 HEADER _I DOUBLE GIRT ABOVE ° ° 1 � r 1 1/2" LIP J DOOR WITH TYP. CLIP -�:__L__[>_ L4X4X1/4 X 6 WITH AT EACH END OF EACH 4" (6) #10 SCREWS 0 GIRT 1 1/2" O.C. EA. WAY ,_�• INTO 2X10 2X8 #2 HORIZONTAL TYP GIRT I TYP. GIRT CLIPS /dI 2X6 #2 HORIZONTAL (NOTCH EADSR F E HORIZ'S. Q'D) 2X JAMB TY P. TO t++ l -r' MATCH GIRT (END ° -2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER AND HORIZONTALS 1 NAIL TO GIRT W/ 2X8 #2 HORIZONTAL OF SLIDER DOORS PAST FRAME AND CONNECT _ (2) 16d NAILS) 0 p (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 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 =,, 2X JAMB OVERHEAD 6 SPRING BOX DOOR OPENING D 1 ASSEMBLY TYP. 2X GIRT OR , 2X GIRT (NOTCH I EACH SPRING �� EDGE PURLIN AS REQ'D.) j DOUBLE GIRT ABOVE i A 2X BLOCKING OUTSIDE FACE t DOOR WITH TYP. CLIP �r� L AT EACH END OF EACH (NOTCH AROUND OF BUILDING ___l__ GIRT EDGE PURLIN WHERE ______1L___ APPLICABLE) OVERHEAD/CANISTER 7 7 DOOR JAMB SECTION 11-r- _MrD 1 STEEL FRAME BNG NO SCALE OR COLUMN (242X "LOCKILONG) 01 OUTSIDE FACE DOOR NOTES: p OF BUILDING `1, �� 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER lis,‘CO) V hit,�. t TYP GIRT ��� DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF �G 8 ►! w 14 .9 4,2. "� SLIDER DOORS. 1/2" DIAM. A.B. DOOR OPENING 2) MAXIMUM DOOR SIZES: K� I 4 ���� WITHIN 6" OF JAMB. SLIDER: 1 6° X 1 6° ORE.yvN 5 OVERHEAD/CANISTER DOOR FRAMING DETAIL 6 OVERHEAD SPRING BOX OVERHEAD AND CANISTER : 14° X 16° -1./A ..4, Dl NO SCALE D1 NO SCALE 3) THESE DETAILS DO NOT APPLY TO BI-FOLD S�NM. ��G\)% OR TRI-FOLD DOORS. 4) SLIDER DOOR OPENING DIMENSION E..t.lZ-;t-.It, REFERENCES ARE NOMINAL, NOT ACTUAL A S ASK4 Engineering, Inc. B BY LC A 1 39084 Proctor Blvd. Suite 'C' DOOR FRAMING DETAILS WEB STEEL SALES, INC. DATE - n - �-� 37396 RUBEN LANE, BOX 9 DEER Sandy, OR 97055 SANDY, OR 97055-9377 _ JOB NO. X1-7-14:7 -004 ENE (503) 668-6550 (503) 668-3267 BUILDINGS SHEET D1 _ A OMStON CF WEB S1EEl SALES