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15757 SW 74TH AVENUE � ry r si! PyiT.. :4 ADDRESS : 7 '"A A i:\records\rnicroflm\targets\building.doc �NW .•..wyPj��M/,•rofy11NY� � .. .-. LEGIBILITY STRIP Cm � ,; ; , , , , :: � " ' �;1iillPllll IIIIIIIIi 1111111/ 111111111 111111!lilllll111111i1tl�iill 111111111 1111111{ 1111111 IIII�IIII 111111111 IIIi11111 111111111 (IIII I IIII IIII IIII Ilil ilii li�i iil� Ili Itil 1111 1111 IIII IIIIIIIIIIII�I 11111111) o I 2 3 a g �► omm .l cm 0 12 13 14 IQ 17 IS 19 20 21 22 23 24 25 25 c "7 2e 29 3G Z I 1 1 O1 _" HOW SQ1 00 oz ( L I:�. II lilllll � IiJilll�� l � 1 : � . 1111 aT r U t0 ED c tv M O to to cv ►r) U o N N tr1 CD t0 n 0-% _ M M O +� m O O +• C !� C v � 2 " N m cx 71 O AR s!'i O .0. O � p M -6 6 N d c I- O X U cm ri i•-: i rr l� TABLE CSF CONTENTS MCOLI ENGINEERING (TENANT) ` 0.1 COVER SHEET z M 02 GENERAL INFORMATION `� w r1- .`-�' 03 GENERAL INFORMATION � , I 0 w 1.1 _ SITE PLAN/CAMPUS PLAN ��` cc p� 12 BUILDING PLAN/NOTES Q. 50NITA U 2.1 FLOOR PLAN w 0 2.2 SECOND FLOOR PLAN -� 23 FOOTING PLAN 2.4 2nd FLOOR FRAMING PLAN 3.1 ELEVATIONS V 4.1 T.I. SECTIONS 42 — T.I. SECTIONS 43 T.I. SECTIONS � � CITY �,_ 1�1G. C^ 4 RP 5.1 DETAILS Q S.W. DURHAM RD. �, F� yndit"Onally lay-.. " .. . ( 52 DETAILS �- �0� Dilly �tiF? f�Nro�, :... .. .. .... , 1 53 _ DETAILS � SILI. SHAFFER pER�fI _ a�r�'-k'a:� r.�' :' \;; . .... r 5.4 DETAILS J TIGARD - _�� Spo L��rJ`�--�ur9? _ '' v`j in: 55 DETAILS NIGH U.S.A. t. r to: SCHOOL TREATMENT fob Ad A t'�ct�... .., .'. ..... .. .... .[ J' WEB STEEL/ASK4 ENGINEERING (514ELL� CcPLANT ss: N1 COVER SHEET �" Q - ... Y�_ c v `� 1 FOUNDATION PLAN r 2 FOUNDATION PLAN Gate c L �7 ¢ Q' 3 ELEVATION 0 4 ELEVATION Z 0 :5 is 5 ELEVATION z r` w VKXM MAP b ELEVATION Q � o I ELEVATION w o CI DETAIL D eJ C2 DETAIL �n 51 DETAIL m .- 82 DETAIL > 53 DETAIL Q 54 DETAIL 35 DETAIL c Sb DETAIL ; S1DETAIL CD DETAIL U11D aF1 DETAI ING DATE: 1a •22 5� - DRN BY: PSP CHO BY: JDA JOB #: 960806 BUILDING PERMIT SUBMITTAL DWG D0.1 I � ,�' ��1 � i �Vt�.NI►E; 0.1 C LEGIBILITY STRIP il , .... � I IiII�IIIiIiIII�I��II � E�i� li�l II�I111, �� iii1 ►�I�I�� 111��1�1� (��II�111 i1��I�1�1 I►li�lli� �Ill�il�i 111 Iiia �. r � �i<<i ��,�i�� I111111MIlii�ll� � l � � � � ( � IIlI�IIII IIII�IIII IIII�IIII I111�1111 Illlillil IIII�IIII i111�1111 1 2 3 4 5 10 1 1 12 13 14 16 17 Is 19 20 21 22 23 24 23 28 27 28 29 3d I i I 01 MONi ! 308 CsENERAL NOTE% Li c I o w BUILDING AREA = 6400 S.F. in I. PROVIDE A 2A TO BC FIRE EXTINGUISHER IN EACH TENANT 5 TENANT SPACES = 1280 S.F. EA. C,4 M SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE EACH TENANT SPACE 'Z N EACI-I (NFPA 10, TABLE 3-2.1). 1 OFFICE = 195 S.F. cn t° `O I REST ROOM = 60 5F. c m m o 0 PSEVIOU% APPROVALS i WARE HOUSE/MANUF AREA = 1025 S.F. u m p o U N t I. SITE DEVELOPMENT APPROVAL(PENDING): SDR 97-0002 2nd FLOOR(STORAGE) = 255 S.F. 3 m 2. SENSITIVE LANDS REVIEW (PENDING): SDR 91-0002 MECHANICAL 8Y%TE1`18 c m° D ;; 3. SITE PERMIT: PENDING in o FI �; PROVIDE A 2A FIRE EXTINGUISHER n rn d a D �, 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 ROr� PLACED IN (o" LIFTS 4 COMPACTED TO 135%. LOCATE AS REQUIRED TO PROVIDE A MAX. TRAVEL DISTANCE OF 15I-oil Q 00 2. OWNER SHALL PROVIDE THE CITY OF TIGARD WITH A O C � �� y OMPAGTI.�T�I REPORT FOR FILL UNDER THE BUILDING. 2) MECHANICAL PERMIT (AND PLANS AS REQUIRED) z ! o - L N SHALL BE OBTAINED BY CONTRACTOR. -- FRAMING NOTES THE SYSTEM SHALL PROVIDE NOT LESS THAN 5 o �? CFM PER MINUTE OF OUTSIDE AIR WITH TOTAL 1. REFER TO WEB STEEL BUILDING DOCUMENTS FOR FRAMING CIRCULATION AIR OF NOT LESS THAN 15 CFM a AND STRUCTURAL NOTES.(SHELL) PER OCCUPANT. THE RESTROOMS SHALL HAVE w 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 02 OR BETTER REST ROOMS 4. GYPSUM BOARD: 1/2" BOARD WALLS i CEILING PROVIDE MOISTURE RESISTANT GYPSUf i INSTALL A UN15EX SIGN MOUNTED hle BOARD IN REST ROOMS ON THE MALL ADJACENT TO LATCH SIDE OF cc DOOR (00" ABOVE FIN. FLOOR, COLOR, < ENER*Y NOTES BRAILLE CHARACTERS AND PICTORIAL SYMBOL 0.. SIGNAGE SHALL COMPLETE w/ ACCESS15LE 1. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE REQUIREMENTS SEALED WINDOWS t DOORS ARE TO BE CAULKED, GASKETED ---+ OR WEATHERSTRIPPED. A PRIVACY LOCK AND AN OCCUPIED Q 2. A I - PERM VAPOR RETARDER IS TO BE INSTALLED ON THE INDICATOR SHALL BE PROVIDED. LOCATED WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOORS, WALLS 4 GRAB BARS 33"-36" AFF. CEILINGS. FLOORS SHALL HAVE SMOOTH, HARD 3. INSULATION WALLS R- 13 BATTS CSI ROOF r R-19 BATTS NONA55OR5ENT SURFACE d SHALLOW EXTEND ® rn UPWARD ONTO WALLS AT LEAST 5 INCHES. Z 0 a 4. IF RECESSED LIGHT ARE USED, THE SHALL BE INSULATION —"' COVERAGE l ice:) RATED. WALLS WITHIN TWO FEET OF FRONT AND SIDES Z r` w OF WATER CLOSETS. NONABSORBENT SURFACE W o 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2" AIR SPACE, J 3 TO HEIGHT OF 4'-0". D vi LOW E COATiNG AND TINTED OUTDOOR PANE. Z SPCIAL MPEGTION PROCiRAM w ai r CODE DATA OFFICE THE BUILDING OWNER IS RESPONSIBLE FOR THE FOLLOWING SPECIAL INSPECTIONS. ACTUAL AREA: 1280 -� CONSTRUCTION TYPE: V-N1. COMPACTION REPORTS FOR ENGINEERED FILL. ALLOWABLE AREA: ►-- 2. FIELD WELDING (IF REQUIRED) iUw OCCUPANT LOAD = 9 0 OCCUPANCY: TYPE: B, F-i OFFICE 195/100 - 2 TESTING AGENCY: CARLSON TESTING, INC. orf MANUF 1025/200 = 1 P.O.BOX 23814 TIGARD, OREGON ca- DESIGN LOADS CONTACT PERSON: BRIAN LEACH DATE: to •22.9"1 2nd FLOOR STORAGE 255/300 1 PHONE NO.: 684-3460 DRN BY: PSP WIND SPEED: 80 M.P.H., EXP. 'B' SEISMIC ZONE: '3' TEST REPORTS SHALL BE SUBMITTED FROM THE CHO BY: JDA DESIGN SOIL BEARING PRESSUF'.E: IE760 P.SF.(ASSUMED) TESTING AGENCY TO THE CITY OF TIGARD AND JOB #; 950930 ` ` , III 2nd FLOOR: L.L. . 125 P.SF.ILIGHT STORAGE) NIGOLI ENGINEERING WITHIN 10 WORKING DAYS uo.2 owc 1 . 7. 7 S%% ,a A�'t�NI1 : ROOF: SNOt1)225 PZF. : I'(i 1uf 37 02 -n+ ,.a.., .. _......... .... ..-....-. ,.,...F,�. _.. ...,.,...,n,r,.,•.,-..n.•n,--.., ..n�w•.. .. ..,�,..,. ..,.•,.. „.:.. ... ..:e..::..,,, : .. .F.anRWi', .,,.. P,.T M-S; q" ' cmImp( IIIIII 1111 I LEGIBILITY STRIP p �"'+rI ll I III►1(6IIII I IIII1I IIII I IIII I IIII I IIIIII iIIII I II2II I0 IIII I II2II I 1IIIIIII2I112IOn .lcm 14 1111 I IIII IIIIII.,I.. I2II4IIII I II2�II i 5!II 1111211 I 6r�I,I,:�tII,uIaIa2r!!i 7II+, IIIII2II I©IIIIIII2II I 9IIIIIII3II' o10 II 12 13 ' 'Y k u. I , I fi Luw U11-16 r of I U t0 to C co M O CD N M U "� I FIRE BLOCKS C-4 o I ' �: N C-4 a0 In n #-% FIRE BLOCKING SHALL. BE PROVIDED IN THE FOLLOWING V' N °f LOCATIONS: o m m o 0 U m O v v INCLUDING FURRED SPACES, AT THE CEILING L G AND FLOOR c 3 x o LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND 0o vi m HORIZONTAL. 0o 2• AT ALL INTERCONNECTIO � o n ►� i LA NS BETWEEN CONCEALED VERTICAL --}—V� AND HORIZONTAL SPACES SUCH 45 OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN S"I'AIR STRINGERS AT THE �0 ,j co AND 50TTOM OF THE RUN BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE L) oc cf) STAIRS ARE UNFINISHED. CL. w N o c7 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMINEYS, ,� '� S� �� w FIREPLACES AND 5IMILAR OPENINGS WHICH AFFORD A cc PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WIYH �x NONCOMBUSTIBLE MATERIALS. 5. REFER TO THE O53C, SECTION 108.22 FOR FIRE BLOCKING CONSTRUCTION REQUIREMENTS. ja: a a I URA T STOPS I DRAFT STOPS SHALL BE PROVIDED IN THE FO 11� LLOWII�C 7D LOCATIONS: ¢ rn Z Q 1. DRAFT STOPS SHAwoomll LL BE INSTALLED IN ATTICS, MANSAF;zDS, -- c-�w OVERHANGS, FALSE FRONTS SET OUT FROM WALLS ANI. SIMILAR ? D:f v COCEALED SPACES OF BUILDINCra HAVING= USES OTHER THAN W CA � THAN DWELLINGS OR HOTELS 50 THAT THE AREA BETWEEN 0 J Ln DRAFT STOPS DOES NOT EXCEED 3,00 S.F. n AND THE Z � GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. w m 2. REFER TO THE OSSC, SECTION 108-3.1.3 FOR DRAFT STOP CONSTRUCTION REQUIREMENTS. U W O C1. DATE: lv z2�91 DRN BY: PSP CHO BY: JDA 15717 S%%' 774'" AVFNllt JAB #: 950930 116 3 tit' 17 Dwr D0.2 Cm ..:'.,.,.y ....e-,�.:.k.f:.as+wllkV .,s♦ItlY.....,...,•�,......:;e ...r... ✓ lllililililllil� !tlllflll illllli"II Ili;, I,;;';I�I ;l�l�l��► il►I+��I illl�llllllllllllfl Illl Ilii III! illl'll(I I!�'"'''�I{ IIII IIII ILII I II IIII IIII IIII III) IIII IIF � LEGIBILITY STRIP + I I I I I I I I I ( I II 1111 1111 IIII till IIII IIII IIII IIII IIII IIII IIII Iu. ° ' 5 I I I IIII lll! IIII IIII I II � � 10 II � Omm.l cm 12 13 14 18 17 18 I9 20 21111111111212 1I I I I I I I 23 24 28 2Q 27 28 29 30 01 HONI 91410,- in � IIiIIIIIIIIIII (I (IT, IIIill ! I I I �.�.1��.�l� �,��,.1._It .�.�. . �..>1a I ILI �J �IIIIIII ! IIII ► I, II ) h.. 321 144R WALL DUE TO LOCATION I M TO PROPERTY LINE. 2® 0� — 0 0 N 89'51'48"E 534110' LL E3E��OTEGT `j M OPENINGS SHA I I � ^�, U --w�www•�www�ww w��w wa�ww�-_—_-----�'-----•---•� rwwa.w- - --- ----------- - " �\ I RV cel I v� i BUILDING 'A' ! QI- M I I 0 0 _ 6,400 S.F. i o °= m Lo to 40' X 160' u U � .. .. I-HR WALL DUE TO LOCATION I I I c 3 x n TO ASSUMED PROPERTY LINE. o L E I i 0 �' m p a� OPENINGS ARE ALLOWED 45.0 I I v N o rn o X S IN EITHER BUILDING BUT � i I I c 0 01 rn t~= a s NOT 50TH BUILDINGS. r- I I exn i z ( I I 1 i I �. ^ ! ! U, i I I c � a, / BUILDING B t� ► �, � O 5,160 SF. 0 w i 1• 1 m o N 40 X 144 I / 52 50' - I ti Jv 5 I-NR WALL DUE TO LOCATIO s I - ` w / _ a OF ASSUMED PROPERTY L INEcc _4 a.Q .o WINDOWS ARE NOT REG15TERED �) x TO BE PROTECTED I w �- BUILDING C � � 1 3,840 S.F. 5, 160 SF. 4 v� I C� 40 X 96 I 40' X 144' Er ujl / 35.00 ,gSSU1"1E 45 / D PROPERTY LINE BUILDING FBUILDING - CD. 6 000 SF. tzl I -w r��--w�w•�-w ww�•w,—�.www��.ww�-w www�� wwws.�.-w.�� I I I II Q" ' S 8g'51'48" W 341.11' ------w_--- i ICD z 1-HR. WALL DUE TO LOCATION Z ' TO PROPERTY LINE. W Q OPENINGS SHALL BE PROTECTED = Z NORTH m .— Q SITEPLAN L.LJ O C]C DATE: 10- L2-q? DHN BY: PSP CH KID BY: JDA I ,-;, S JOB �: X60806 w 7a�'' Avt:Nt lE DWG D1.1 �� y-at' 37 0 OWN � .yt.... wo IIII1IIII LEGIBILIT * Cfil ,II�IIIII�I�I��III flll�llll illl�llll Il11�Ii�i i,��I,,i! i�ii�i�li iiil�llll Ill��iiii �i��iiiiIllll�llll�llll�fllllllll�llll IIII�IIII�IIII�IIr"�III�IIII Illljllll lIII�IIII IIII�IIII illf�lllllllll�lill Illl�tlll 111/1111 1111 Jill 111111�111111111�1111 IIII�IIII ifli�Illl'IIIIIII�I► Y STRIP I I ( I I I 0 11 12 13 14 18 17 I 3 C 8 19 20 21 22 23 24 25 26 27 28 29 ..� � Z I 1 1 01 HOW 843 0F, aj..l 1 . i O to ao N M m U � ACCES5I5ILITY NOTESv in (n m n n C M M O +� 00 O 1. CONTROLS, OPERATING r 1ECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND � U r- o ELECTRICAL CONVENIENCE OUTLETS, !N ACCE55I5LE 5PACE5, ALONG= ACCE55I5LE ROUTE5, OR A5 PART5 OF ACCES51BLE ELEMENTS SHALL tv CP COMPLY WITH O.S.S.C., SECTION 1109 3 X o 0 V) ° C) m — ai 2. HANDLES, PULLS, CATCHES, LOCKS AND OTU)OPERATING DEVICES ON DOOR5, WINDOW5, CAE31NET5, PLUMBING FIXTURES AND STORAGE 'D N a a o x FACILITIES 5HALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRE55URE AND NOT REQUIRING: TIGHT GRASPING, a L° PINCHING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. OSSG, SECTION 11093.1 3. CHANGES IN FLOOR LEVEL 5HALL NOT BE GREATER THAN 1�2 INC�t. � � 4. THE HIGHEST w z f'�' O+J OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROL5, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL. BE cr 2 r, o - Z r? WITHIN AT LEAST ONE OF THE REACH RANGE5 SPECIFIED IN SECTION 1109.2, AND NOT LESS THAN 36" ABOVE THE FLOOR, 055C, SECTION 1109.3.2. a" W ELECTRICAL AND COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED A MINIMUM OF 15" Hlr.H ABOVE THE FLOOR y 0 Lu �P a x w soft spa fm mm cr O _ & im its FORWARD REACH: 48" Q IEEE ADA FIGURE NO. 5) ■ur r,wn I __= (0880, CHAPTER 11) 1-1 BIDE REACH: 54" IEEE ADA FI CURE NO. 6) I (OBBC, CHAPTER 11) F_ ..aaw•� r arw..� �� CD -ct- w w�a" 1' c,-4 W l�li ISR M�da�� 414a1A 1{I�11 lIAO 1 t• C"BAR Lx=71011b a FEAiC H RANOM LAVAS zr �o K., r .�. w Q v� c W J c� --- - 32'-0" - ------ 32'-0" Lol32'_0" 32'-0" _ 32'_0�� -- Ln r� SHEAR WALL NOTES L1.I.2 m 1 Ln F- 1. SHEAR WALL SHEATHING: 3/8" PLYWOOD Q A s ' 2. NAILING: PATTERN - EDGES: 6D NAILS 06" O.C. 2.� FIELD- 6D NAILS *12" O.G. U 0 3. SOLID BLOCK AT ALL PLYWOOD EDGES ® SHEAF? WALLS. off TYR I � I I DATE: (o FLOOR �HEATHINQ NOTES (T.I.� DRN BY: PSP NORM _----- 1. FLOOR SHEATHING: 3/4" PLYWOOD (24/0) CHO BY: JDA PLAN 2. NAILING PATTERN JOB f9600 BUILDINGi , " DWG : D1.2 DGS'.. . 8D NAILS Lg 6 O.G. `' �� -1 :1� 1 til ►E FIELD: 8D NAILS *12" O.G. I'oNOT TO SCALE E 1.2 wtL.. .. ..ey.,. .. �..,...,tl�'+J�FJ �� Y _ ..,._....._.-_......:.�....— ..._._._.-....._....._....—..__�....._....�-_—.__.....,...-.....+.•.— ..._,. ......+rn�...+w..n.....e..,w•. My,,... :�°"*"�' ,.,� p r moi+.,--- �..............� ..,,,...,.�.,-.......-.-rr ..-_..._.... _ ........ ...+..w....t.ww�..n.wy.we rw... '' i� .IIi�Iiil II!I'i�;� :�:: :<<� ��I: �i !�� i�i� ;�,� iiii iii i��i ,iil IIII III�'IIII IIII {lil IIII {III ii IIII IIII IIIIIIIII IIII II!I ILII IIII Ill! 1111 III! IIIIIIIIII11111111!!IIIIIIIII III! I{�, �m l � ; �,I�� I; , I IIII I � �� f I II I I I � f � i' j I � i � I I I ""' I ff I I I I I II I II 111ijii1l IIIIIIIIilillljlilijl�ii�iilllliil�ill� LEGIBILITY STR1P 0 I 2 � 4 S !� 9 10 1 1 12 13 14 I " I7 IA 10 20 21 22 � 23 24 25 26 2 . 28 29 30 Z I 1 01 v HONI 81410,1 ? 00 \s's v cn to c m M vi N M I O N N y +' n t0 c0 STRUCTURE PER WEB In V) 0 •� •� ' 141-011 STEEL BUILDINGS o ,4) m a o c r` c u U pr) O U N m 4 3 ` � x O 0 ® Im c r � N C; O x tYl 0 01 IT IL d l? TYPE 2 A F 1 RE I TYPE zA FIRE 0 OFFICE EXTINGUISHERA E>cTINGUISHE� � co 4.1 ---------------r PLYWOOD 2 X 6 - ----- - 3/8" I � � -----------�— 6" O.G. - � � TYP. 6 SHEER WALLS. �, z .- BEARING WALL - cl cn a- ri N I 2 X & 12 O.G. BEARING WALL y ti0 LL 1 HOLD DOWN P a NONBEARING � � WALL PER 2 X 6 is I&".6 O.G. ��- I LOCATIONS I w NOTE: MANUF. BEARING WALL AT NEW TENANT WALLS ADJACENT O THE BUILDING SHELL WALLS, PRO IIDE I I FOOTING TYPES AS NOTED ON 18,E SHEET 2.3 IN CONJUNCTION W/ FOOTINGS / MONOLITHIC SLAB �' - �� SINK: FOR THE BUILDING= SHELL. TENAN c I I - PROVIDE 21" MIN. CLEA E ---------------- ----- +' BELOW � 30' X 48" WALLS SHALL BE CONSTRUCTED I 4.2 -�--- -- 1 , .�� -- � --- �-- � ADJACENT TO FINISHED WALLS 1 0� , CLEAR FLOOR SPACE IN NT a- ' OF BUILD IW-3 5�4ELL WALLS. PROV�PE I �� -I0 11-AllI OF SINK. i BLOCKING= AND DRAFT STOPS AS INSULATE PIPES. J NOTED ON SWEET 03. ' D 4, I UP RISE 63/4TT -O RUN 11" .. L.L, -,- I I = ::D cv . A Q 43 i o .� Z W c� 9 RISERS a 6 3/4 ' 1 11/20 HANDRAIL, E30TH SIDES [, o 8 TREADS 11" _, OF STAIRS. LOC=ATE 3'-0' W � Jckf ' 1'-4" 4'-0 5/16 r I A50VE TREAD AND 1 1/z" I Ln 3'-1 1/4' `' FROM WALL. B 5 1/2" 14'-5 1/2" i Z 2 X 4 9024" O.C. I Q TYPE 2A FIRE NON BEARING WALL 1 - OUTLINE OF SECOND � XTINGUISHER W/ GLU-LAM AE30VE 1 1 I FLOOR ABOVE (DASHED) WALL FOR SECOPID I FLOOR i TYPE 2A FIRE ' I EXTINGUISHER CD CD O ' ' f"V- DATE: t.o-ZZ -9�7 DRN BY: PSP CHO BY: JDA JOB f 960806 IF FS r 11757 `�� ,.� �� ;1\'[:Nllr KOA DWG Q2.1 Rmom PLm 3,*. . 1�_0. 2.1 . NY.WMr•e—MInw TRw—.�.r.�.u.n_ _.... n�.......n-......,....v-._ � ,•�. �'�. .. r' . •..'IVM:d'�WIKA\Wi..,: •r.\ _..ei',\w._9•��K:IY^IWA�+R�A�rp�dYWMK«:ma ,N. ., .'.. Cm .LEGIBILITY STRIP � 0 1 2 3 a s 1�0 1�1 11 I) � � � Omm•i cm 2 3 14 14 17 IS Ilii 20 21 22 23 24 25 28 27 28 29 30 I I 01 HONI 9410Z .�.�..�.. �.a.1••L.l�.��J.�..�d..I,..,:i I 111.1 i.11.11..I L�I I LL , 1"[1 1111. L 1111111_ I l d_lfi0� l IL,a.�.►.LL1• a. „�,�..�-I.�. ,I,�.1.�._J.�I�� . � .�.�. .LL�I�.L�.�.�.L�al,��,� a,��.l.�M��,fl�..��_L,,.I oz J .. i U tU ID c Qi M O CD N M U � OI N N Eo v +' N to CD En Ln 0 � O-N Mc 0- M LiLi O �, 00 O Lo +� c r v u U O U N r � � L x O c O -- o to - -- U m v ai c I v N p o O v+ I o rn C. E_ n I I co I I I � 2nd FLOOR r I (� A (LIGHT STORAGE) I 4V o Z ") • _-��---•---•�-- _ _-�---��--�_...�--�-..�--.-.�_-�} w—_-� � Z �-.•� (J ►.. CEJ 4.1 r- (� uuj I �.� T1�P. 0 WALL5 BELOW I GUARDRAIL 4X4 POST W/ SHOWN DASHED i 2X2 HORIZ. 04 1/2" O.G. I -------------------- --------------- a: � r----- IIie jl Ijl 42Q 42" HIGH � I D ------------- -_ - -- U-ARA I LD j Q 42 11% 0 HANDRAIL, BOTH 51DES cr - OF . ABOVE TREAD AND 1 1/2 " 0 ---- FROM WALL. D ' (31 I Z o 'et' c-D r` LLJ 43 W Q N o z Ln I r-- 4.1 2nd FLOOR � s (LIGHT STORAGE) GUARDRAIL 4x4 POST W/ 2X2 HORIZ. 04 1/2" O.G. LAJ Elf C7 ----- --- -- -- ---- DA 1E: io• 2,i•ti-1 DRN BY: PSP CHK'D BY; JOA 2nd FLOOR PLAN R JOB #. 960806 DWG D2,2 ��\'l=Nl I: • 22 JOIN alit bamu�,w ws a.*wuru sr.KtW:. � m I lob" LEGIQILITY STRIP o �12 �liil�il�wii;ilii iili�iiii iiii��ilil ilii�liil Illl�liii�iiiijiiii iiil�iiill�ii�llii�llilill�iillll� iiliiili►I�iil�illl�i�il Illi�ii!illt�lll�li� � 2 3 1 I C�, 6 © 10 11 13 14 18 17 I IQ 24 21 22 23 24 25 26 27 28 29 30 01 HJNI 114I00 L 1.�L). L�.L�.I �I� � lill � �I � I � I � I I � I � I I i o� It r C Go M O to N M! UI N N V) N CA n n 14' •6" c m m 0 0 in U m ,) CO av v 2 U cv ul In x 0 U vi 0m id rA 0 ii v� I I o cn a: P a t° 5.1 III ' �I li I5 I I f III ! co ,e, 11 I� 15' �r �0 , �� I I 11-0 w 4.�� ` p Q' 4v z SIM I t �r i �= z c'? II II II l! 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DURING CON5TR14CTION FOR 2ND. FLOOR. PROVIDE A MIN. OF DATE: 10 .2-z- {1 12" OF BEARING 6 EACH END DRN BY: PSP CHO BY: JUTA 960806 :� C 2ND FLOOR FRAMING PLAN JOB . 15757 SVS' 74"' AV{:Nl!{: DWG D�..4 {Ki 9 ofi7 �2, � 3/1611 ■ 16-000 2A ' ., .. s•..........,.. _...—...�..�,--....._..._...�_. .....�. _._..«.-...r..�..nr.. •• «,.xprq+wrR�M1Y'i1N¢��.w nw,., .,..,... u'w-. ;k P,�..�p�n��wLY:'�'iJ4NtfYn':i ;1r+ 6' �s!i I!!I I I I I I f I I, .�:•I I I I I I I ..,,,.�.,.• . .. ' , �It�rru; �'. . ��. i�►r+�, �:��.: � ,f11 ..�I... .�,�.. I � I �Illl�lllllllllj, ,�� I,��,�IIII�IIIIIIIII�Illlfllil�llli�IIII�I�II�IIII�IIII�IIII�IItI IIII�IIII tltl�lt. II�IfII IIIt�tIII Illt�ttll Itlllilll IIII�I{II IIII�IItI�IIII�IIII 11111111 IIIt�tlll IItI�IIft tttt�Itll I�tllllll!Illt�l►II'I►I (111 Iltt ttl�� ; .LEGIBILITY STRIP To 1 2 3 4 5 � � e s 10 11 I I I I � I i:' t•.' 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LEGIBILITY STRIP3 , -° 1 4 5 to II 12 1 r - 3 14 t6 17 Ie 19 20 21 22 23 24 25 26 27 28 29 30 01 4 HOW 6410 I ' . _ v :. ��n�. :)a, _�� ,�, ,� :�; L.�.J L� I.� i 1�.�_�1 �. ,L�I�_I 1.(.L�:I I _, I it � I il i � I � I il i it it i U t0 rp " I G M PARTY/COMMON co/COMON WALL N M PER BUILDING I"IANLIFACTURER. 2X6 NORIZ. AT 24" Or,) — N N CO v V) N co to R-12 INSULATION t III M M 3/4 PLYLJOOD- ; YP.. o m 0 0 G_ R-ly INSULATION 2 u N RIM JOIST PER 53 2 cr 41 a) r MANUFACTURER o 0 0 U I m v ai 11 7/8 TJI AT 12" O.G. -U N �, o C5 x 2X6 AT 16" O.G. + -2x6 g 12" O.G. W/ R-13 INSULATION ��,�• -TYPICAL �c � \�jn CID 4. V 5.1 . 4 c l 5.1 5.2 !r R-13 INSULATION o - v � AT NOLDOWNS � � J� a � I x I ' w SEC71ON �hie 4.1 al a: 1/4" CL , J R-12 INSULATION -- w '41 c't L Com! p GUARDRAIL- SEE DETAIL D Q Q ON SHEET D/I Z w ca I„ wOf � a RIM JOIST �R _ Ln � 11 MANUFACTURER - Cx1. Z (� U-LAM BEAM i PARTY/COMMON WALL 3 1;8"X16.5" GL-5M W/ LUP3511.88-2 PER SUILDING MANUFAC �R, TJI JOIST NANCxER (REQUIRES WEB Q 12X6 NORIZ. AT 24" O.C� STIFFENERS) -- R-13 INSULATION rN b CD DATE: ld• Zz•9-� DRN BY: PSP CHK'D BY: JDA JOB : 960806 15757 Ill B SEG�01N I sv�' a OWG D4.1 Of .17AL'E:NI►E, 4.1 4.1 s#'LNNWiw4haW.w�;A}i;.d+>:- 'M C i f � � � 1 +'++�i'+!Intl+ fIf'i '�� ti��l++i Ill�lilll III; (III (III (III (III II;-- II Ills IIIIIIIIII!II! (III (III Illlfllltl t!ill� • � � m f t j,. '�+LlfirywwAvi�Issw r,�+WS.�ar�d+.. .a.a�s�.i . , •. , . LEGIBILITY STRIP d I I I I I I I I II i�llii II{Ililll 111111111 IIIIIIiII IIIIIIIIIIt Illllll ilillllll IIIIIIIII!(III sill (III{{(III IOmm.t cm 4 5 Ip I I 12 I3 14 � 16 17 � 16 ► 9 20 21 22 22 24 25 28 27 28 29 30 "F IIS I H l"14 41 0, JII ( I p 00 r , I TZ c co M 0 a3 os N M CENTER WALL BY BUILDING MANUFACTURERZ N N 00 cn En m n n -- C M M v 4� m G=UARDRAIL- SEE DETAIL T, a nLo to ON SHEET C/53 :1 U N °v� � 3 WALL BEYONDV; 0 0 o U M zi ai 1/2'' DIA. HAND'--% v N o O o X RAIL W/ RETURNS TIMBERSTRAND RIM BOARD v m c� F a AT WALL , -- 3 1/8"X9" GL-BM OR 6"XI©" NO.1 Q �� rn 2X4 AT lav" O.C. FOR - q z �� OcJ , LANDINGS SUPPORT 2x17 _ TJI JOIST HANGER C 8 I?T3511.88 z cr N 1 3/4"X 11 1/a" MICRO= w ® LAM LVL �� n. -m x w THICKENED SLAB PER 5UILDING MANUF. -�I�_0�� (3) 2X12 STAIR STRINGERS rD SECTION Q 4 1/4" m 11-011 Q CENTER WALL BY BUILDING MANUFACTURER 42" GUARDRAIL. 2X4 AT GUARDRAIL- SEE DETAIL Q `� Z N TYP. D rn _ z o Z w cl) 1 1/8 TJI AT 12" D.C. TIMBERSTRAND RIM BOARD o W r" a D DLn 3 1/8"X9" GL-5M Z OR 6"X10" NO.I (3) 2X12 STAIR 5TRINGEF S 0 Q cp NON-BEARING .'�.• 2X6 AT 16" O.G. 2X6 AT Ib" O.G. THICKENED SLAB w/ 12-13 UJ/ R-13 INSULATION PER BUILDING MANUR — -TYPICAL � ri. _ DATE: �d • z2 •q� DRN BY: PSP CNK'D BY: JDA SECION JCB #: 960805 15757 SW', 74"' A\'I:NIIL 1/4" 1'-0" DWG D4.2 I,,c 1 -1 (if 37 • 1 - 42 Pilo w r �• Cm , I , + I 1 111Iill1�illl Illl ilf'!'lil (III Ilil IIII Illl IIII IIII 1111 IIII IIII`t I� lltw�.. ,'- a� ,.:w.�.� . .,: ..... .., .b._ ��dil illi li+► 11111111! IIII IIIIlIIII I I � ! I I I I I I VIII �IIIIIIII 1111111 1111111 IIIIIIII, IIIIIIIII IIIIIIIII ifllllill Illilllll Illill'll 1111 Illi ILII IIII Ilfllllllllill�lfll�llll IIfi111111111111111 1111111111' LEGIBILITY STRIP o 2 3 4 5 ,b IO I 1I 2 1I3 1I 4 1I 8 I 7 ({® 1I 9 20 21 22 I 23 I iI 4 25 26 I 27 cm I 28 29 30 Zt I I 01 H0111 64100 1 0 ,. , ' oz UI cD tD -tit I C 0 ED vD) N Pn U V) V C pe) M L_ O „ m C O U W � O v v 2 C) N c 0 x O U mtn v N o O x EftO 0) IL CL lL 100 ►r) O y c) z M N �4 Q. r 'y 0 TJ I AT SECOND �___TJ I AT SECOND --- FLOOR __ FLOOR x 0 0 2X6 AT 16" O.C. Q W/ R-12 INSULATION - 2x4 24 D.G. -TYPICAL ..j W u u Q fs c Z N N o < C" Q -- Z ZLAJ z c) 3 O W r� Of SEC110NZ ME a 403) .c U*M# « � w O Of DATE:: to2's.1 DRN BY: PSP CHK'D BY: JDA JOB f 960606 15757 SW74"' AUE'NIIE: DWG D4.3 hc� I ; (if 37 493 �i�� i��Mi�i►'+ ,�i ii�I,�HWIIII11111111 11111111 111111111 IIIIIIIII IIIIIIIII �i�ii �IIIIIIII�IIillilll IIIIIIIII IIIIIIIII Iliilll i)IIIII IlIllilil IIli�llil IIII IIII ILII IIII Illl�llil�l��' IIII llll��liilillilt!itillll IIII IIII tlltllill� llll IIIA{Int lIII Illliill� CM I I i I I 1 I II EE aIBILITY STRIP p i 4 �j 1 s7 10 1 I 12 13 14 � I� 17 � 10 20 21 2�2 23 24 I I I 1 lommal cm 25 26 2'7 28 29 3t� zi 1 O1 HOT eutoz r i t V I til to C Do ?n O to N M 71 0 n I 00 N IN +� N to to v) v) m O-N r-w o CD in In U Q1 n o u v U N +� c c x O o vi o U M ` 47 v N 0 p x co 4V z co o �J� c a x w 1/4"• RAWL SPIKE — 1/20 CONCRETE • 4'-m" O.C. EXPANSION ANCHOR Q • b' _011 O.C. Q II F w W � II V n MIN IINJ � C7 EMBED 113/4" MIN. EMBED I I Q - �4 c 3" Q c • 81M. 3" Z Q -- 9�� • SIM. Q .0 ♦-.. F* ITT LLJ 11-3n 1'-m"-1r�r-GIS I OPTION "2 °G ca__ 04 BARS CONT. QET ION '1 (2) '04 BARS CONT. m ML DATE: 1022.9"1 A t*.-g2ft DRN 8Y: PSP .^,ALE: NONE CHK'D BY: JDA JOB #: 960806 15757 tiVl' 74"' A%'I:NI'E: DWG : D5.1 1 (' 14 Of 27 - 5.1 �:,ircKm.n4rtyyK ; cm 11 I I i ► I I I I r l l 11�I I I I►��I I�I I l I f f l 1+,; ., �..r�rs�....a�w..w.,....»�,i. ,_.�:.,,., .� 1 I 1 II II11 1111 1111 1tll IIIIiililllllilillllilllll i�llll.....�....v:a .., . ( , �,j�. ,Il:iljllllllliljlllllll!IjIIIIllllllll�l{IIIIIIiIIIlllfl lIIIIIIII IIII�III1111.1�11lI�il � � I I I I ! I I I III�IIIIIIIIIlIIIIIIIII�IIIII LEGIBILITY STRIPI iommal cm I 2 3 4 5 6 7 8 9 10 if 12 13 14 IQ 17 1G 19 20 21 22 23 24 25 2E 27 2g 29 30 I I Z'I I I 0I HONIloz I tTd ala lla.. l alp 1�L.�I1 �. 1J �.�L 1 s oz U tD LD c o0 M O ED N M Z N N u +% V) V) n c � 0 M o +, U O U M o v u U N CD 3 x 0 c o o V) U M v iv Lo c c ©d ' L p Ella , a) ci F= I a. � S11"1PSON HD2A 4X4 AT HOEDOWN HOLDOUN W/ (2) Na"O BOLTS LOCATIONS s «, SEE SHEAR WALL NOTES CN �, >C: a; S+-BEET 12 FOR SHEATHING NOTES z �� g GLIJ 7.- c�y ---------- x HILTI KWIK w BOLT M OR APPROVED EQUAL P.T. 2X4 fE ---------- ----------- -- . a _j II a a: F- o I I Cl) cv L J QZ rW 0 3" EMBEDMENT (MIN) Z W a (2) 04 BARS CONT. n n- cL HOLDOWNDETAIL DATE: la 2Z�9-1 B SCALE: NON DRN BY: PSP E CHK'D BY: JOA NOTE: PROVIDE THICKEND FOOTING AT BEARING JOB : 960806 WALL LOCATIONS ONLY. 1 �`57 S�1' 7�!'►' AVt:NI►t; � PWG U5.2 Ilk - 1 , ,if' 17 2 lil .►i!! I lillill,,.', � ul 111 __..._ .. _._ Cm �� IIII Illi Iil�'llll Iill IIII IIII IIII I II IIII IIII Illl IIII IIII IIII IIII II. II IIII IIII IIII III IIII l i l i IIII i�i l IIII IIII IIII I I�11111 IIII IIII IIII IIII f l l l I I I I I I I I I I I I I I I ; ( I I I I I I I I I I I i IIIIIiII IIIIIIIII IIIIIIIII Hillliil Iillll'�II LEGIBILITY STRIPp I 2 3 ( I � � to II 12 13 14 113 17 18 IA 20 21 22 2i 3 2iAid 4 ?)S 2I 8I I ! I 27 28 2a 30 >CI I I rr� HOW ! 1 ov dil >J. U c0 cD C CQ ►� � cD m N th o I U ` N N GO IL• +y' h c0 ca N a) c ¢ M th 2 X 6 CAP 4X4 POST AT 4'-m" O.G. :0 Vi m = v L CD / :3U N v, P WVA � 3 ` c x � o cn o U m v ei c v N Cj 0 o 0� v � Q F- LL lU TIMBER STRAND RIM B.D. - TYP. 2X4GK I O B� / STIFFENER r 4v z v o d. _? - 0 r- C . N C51 _" :t TJI JOIST (WEB DASHED 2 X 2 RAILS � 4 i�z O.C. �' o 411 k; w CC X W hie r a: — 1 Q 2X12 BLIKCs. BETWEEN JOIST - ,_ PROVIDE 2X4 BLOCKING L - /STIFFENER AT WEB OF JOIST AT POST LOCATIONS �� J 4X4 POST AT � ------- - - - -- Uj 4'-m" O.:. z C a) C114 PROVIDE 2Xi2 BLOCKING _ ___ �`" OVERSIZED Q rn WA5NE RS z -� TJI JO IST.�� rr BETWEEN JOIST AT POST M . LOCATIONS. NAIL INTO 2X4 STIFFENER AT WEB 3 2X4 2-lbd NAILS E3LOGK / STIFFENER 0 -- TIMBER STRAND Z RIM B.D. - TYP. PLAN VIEW >< Q r . , U -- GYP. BU. a TJI JOIST DA it: 16 . 'Z1.-9 I CONTINUE PLY-WD TO DRN, BY: PSP FLOOR OF MEZZ. CNK U BY: JDA G"vjcfwLE'p)ETA1L JOB #: 960806 C DWG D5.3 SCALE: NONE 5.3 1 sill ILII lil) Till till 1111 Illi lIII �Ilf ILII �i 11 Illllllll illl illi IIIIIIIIIIfIII 1111 Illi{ILII!IllIlllll�llilli!!Itll�litlll�illilllliltlll � �� ", � ; I�;',;, I,, �ii; j; �. � f I + I f, 1 I I ' I I I VIII Illi !111 (II111111 itlllttil Illlllifi Ili LEGIBILITY STRIP cm 0 1 2 3 t0anm.t cm 10 11 12 13 14 I 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 01 ? n U EO CO C (� M O tD N M _U N N 0 V) N 0 _O •• CO O O 7; C n C u v U E :3CJ M O N O+ � 3 c x 0 O zn a U M v ci c v N v p v+ O v Of I' a- co ll� VJ 4V z Ln !G� M ' W C N r P � a x LU 3/4 4 BOLT W/ OVERSIZED LUASHER5. Q U) z � w ,� rn C!) .� Cr O TJI JOIST W ..J F-_ c_' z m Ln �-- SLU-LM 5M. Q SEE DETAIL A FOR FURTHER INFORMATION CAJARDRAL DETAIL OPTKAAL =L,90-. SCALE: NONE SE00ND DATE: �0• 22� 9� DRN BY: PSP CHK'D BY: JDA JOB : 960806 DWG U5.4 -.4 1" AVENUE 5.4 cm � ! i � � � � l�lill�llll�Illi�Illl�llil�llll�Illl�llll�llli�llll�lllllllli 111�11111111�I�IIIIIIIiIIIIliI�I�IIiIlilllIIIIIIIIIiili�►111��i1!illlll►Il�1I�'� .LEGIBILITY STRIP O I 2 3 a 5 � pTT:i cm 10 I I 12 13 14 tt I � 17 Is 19 20 21 22 23 24 25 26 27 28 29 3C) 1 '.1 6 1 I I o1 d HON I 9410C Q I'J- 1Lila,jj' f U to CD C m M7 O CD N M U O 'tN 4D +% ^ c0 (0 En cn 01 0- M M D O O 0 00UCD r- in c v �- U N rn x O 3/4" PLYWOOD a o vi o .,TIFFENER m TYP. SIMPSON LU526 AT EACH STRINGER v N o 0 o X c O t o 101 O) d. Q.. 1/2" 0 MAX. RADIUS (3) 2X12 STRINGERS �� w p a -- w z v T= co N ^� T cr II" o v cn W 1 1/2" MAX. °C i PROVIDE A SLIP RESISTANT w SURFACE AT ALL NOSINGS _,-- ---AND TREADS. cr TJI JOIST Q N 0 L,J C--4 r-- Z CD +, z_ Z z r` LAA W C� ,� D J Z LA J r- ¢ m T L.- Lll Q Drf 0- DA IE: _DATE: 1b. 22,91 E DRN BY: PSP SCALE: NONE CNK'D BY: JDA JOB #: 960806 15757 SWC 74"' AVFNUF DWG D5.5 5.5 LEGIBILITY Cm ' Il��i�il;�fili��!llil) liillllll illllilli iillllli! Illlllill 111111111 liil�lli►�Illi�llll IIIIIIIIi�llllll►II 1111111 1111111 Illilllll Illi�llll IIIIIIII;1111111111 Ilii IIII illl .11ll 1111 IIII IIII fill IIII IIII'IIII illi Illi'iiiil 5111 lll�l IIII 111/1111 1111 STRIP o i 2 3 4 I I I I I I I I I I ! I ! I I I ! I ! I >� 1 I I CJ 1 1 12 13 14 I ( I 1 mm.l em 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 � 1 pl HJr�I sulOz I 1 � 9 b 00 LILL taw�.lh-h..111-1 11 1 i l 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 NOT 1-Y ENGINEER REGARDING DISCREPENCIES PRIOR, TO START OF WORK. DESIGN SOIL BEARING PRESSURE: 1, 500 PSF 2. DRAWING SCALES INDICATED ON PANS ARE APPROXIMATE AND INTENDED TO BE ROOF PURLINS: 16ga 6" X 1 5/8" STEEL 'C' @ 24" O.C. USED FOP REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION + _ WALL GIRTS: 2 X 6 #2 @ 24" O.C. PURPOSES. PARTMON WALL GIRTS: 2 X 6 #2 @ 24" O.C. 3. CONCRETES hENGTH: 2500 psi C 2E DAYS + 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE— 60 FOR #4 BARS AND LARGER., GRADE 40 FOR #3 BARS. WELDED WIRE ICSH SHALL CONFORM TO WALL GIRD (4) +oto SERE ASTM A-11 85 (MIN. Fy = 70 KSI). LAr BARS MIDWAY BETWEEN COLUMNS ,OLUMN STEEL aAFTER c n�L \! % � a 1'• ac. �. WITH 27'' MIN. LAP SPLICE. �� • 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STEEL FRAME/ - WIDE FLANGE AND CHANNEL SHAPES: ASTM A-36 1608 14X4 W; (2) 910 SCREWS -- M. OR CHAN. — INTD RA=-ER AND GIRT �N ANGLE SHAPES ASTM A-36 (MIN. Fy = 42 KSI) LIN ORGIRT \� . \� �— PURLIN OR GIRT TUBE (TS ) SHAPES: ASTM A-500 GRADE 'S', (MIN. Fy = 46 KSI) GIRT TO CHANNEL DETAIL ��`� <`— L1.6 x 1.6 X .130 BRACE 6, ALL WELDING SHALL BE PERFORMED AT WEB STEEL MANUFACTURING WITH WHEN DOUBLE BRACE IS INDICATED. USE `� - ---4G - 50 E70-XX ELECTRODES BY CERTIFIED WELDERS. L1.6 X 1.6 X .130 BRACE 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: 4" THIS SIDE ALSO(6) 810 SCREWS -- 3/8" DIAM. BOLT ANCHOR BOLTS: ASTM A-307 B'JILDING FRAME BOLTS: ASTM A-307 (TOTAL PER CLIP) L3/4". 2 112" .3i�/--4�'+ tpp. EN�D WASHR� E 1/8 x 1.s x .t3o INSTALL HARDhHERE` R HOLE SIZE EXCEEDS THE BOLT DIAMETER FLUS 1 /1 E'' 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 FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL N`s,^,ALEADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. 9, LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) OF GRADE AND SIZE AS TACK �' : x _ -- (2) 1 o scREws ---� SPECIFIED ih ABOVE- NOTES AND ON PLANS. BACK 1 /! ` I ^ 10. WOOD SCREW LOAD VALUES CON=ORM, TO U.B.C. TABLES 23-I1i-EE AND 23-III-A. HOL�. IF i - 1 ' O.C. . PREDRILL NECESSARY. TO PROVEN' CPLITTING OF WOOD. T STEEL FRAME/ i 3/16 PLATE + `� _ _ 11. ALL C- OR Z- - ca. OR CI•Mli. GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA AND THICF.� , STEEL FRAME OR I PURLIN � \�: � � MATERIAL. 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- COLUMN I i OR GIRT ��\�� ' PURLiN OR GIRT MEMBERS SMALL B; AT LEAST 1 5/8'' AND HAVE A MIN. 5/8" STIFFENER LIP. SCREV�' 1 X .109 BRACE T N^P,S SHALL HAVE A MIN TENSILE STRENGTH OF 120,000 PS.. ALL MEMBERJCO- WHEN DOUBLE BRACE �� `� �' _ L1 x FASTENERS c _ �; c Nr NOT OTHERWISE �- IS INDICATED. USE ��' __ _ �4L 50 MEMBER CONNECTIONS SHAL Hm' -^MIN (2) #10 S.,RE S, UNLESS ED L1 X 1 X .109 BIZACE ON DRAWINGS SHEET METAL SIDING; AND ROOFING, IF USED, SHALL BE MIN. 30 GA TYP: PURLIN CLIP DETAIL THIS SIDE Also >T7 — 1/4'• DIAM. BOLT MATERIAL SEE MANUFAC'TURER'S LfTERA.TURE FOR A101NABLE SPAN INFO. AND "C s:A,E ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR 4" L1 x i x -109 INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). (4) 810 SCREW; T T i � r 3 4' 2 112" 3/4'1 typ' IN ' AN OU ',q' RA CUS i OMcr. ACCEPTS S A�L R:SPOhS161�IT1' AND LIABILfT`' FOR ANY SIDING �P. ROOFING TAC �� DETAIL MATERIAL I IS=D THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. BACK 1/ /e NE- ^ ' E 12. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE- AND IN ACCORDANCE WITH U.E.0 SEC 170 i FOR THE FOLLOWING (TENS: 3/16" PLATT .:. A) STRUCTURAL WELDING EXCEPTION: WELDING DONE IN AN APPROVED FABRICATORS STEEL FRAME OR 4 SHOP IN ACCORDANCE Wi I H SECTION 1701 .7. COLUMN 13. ANY ADD+TIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE + �'(�(J�C' AT OWNER'S EXPENSE. �, i N ♦ 14. ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE SEALED. WINDOWS AND DOORS #143 99 ` ARE TO BE CAULKED. GASKETED OF WEATHERSTRIPPED ALL GLAZING SHALL BE TEMPERED. TYP. GIRT CLIP DETAIL 15. SEE Dc i AIL 3/F1 FOR TYPICAL RAKE DETAIL AT FIRE WALL. 1 /F1 FQR DETAIL OF w: SCALE FIRE WALL AT FOUNDATION, ANG D7 AIL 2/F1 FOR FIRE WALL TO ROOF INFORMATION OREvvN I}� y 30: 19 15757 SW ,a A\'E:N1JE Inc; I n c1f ' y M. �1G CxP- a -3 i-48 ASK4 Engineering , Inc . � EB BY Lc WEB STEEL SALES, INC. 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDING ' D' 37396 RUBEN LANE, BOX 9 DATE 6 - 1 1 - 96 DANSandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-9377 L JOB No. 9720- 086 ( 503 ) 668-6550 (503) 668-3267 zDINGS SHEET N 1 L? y A Drw Si oh OF w® S'ELL SALES _ _ ...__........-ww:.w.,..An...oP,...: ,.. :,:•s. ^ip,YtiwYNk,�ioN.,G;..: i ,,...,.;i.xopltpuiYlsY- r . r ... ,yjy •.. -, ., _.. . dm}.w e.Isi,Lit,r4s,: a , ":,_ .1' :.. ;...-a.Ati;�.:PW.:si:aGt4!Y)rtA411. ..—.-...._.. .,�,--.....,,..w-+.+..+.- .... .. �. .._......._......_......_._-._.�.....�.�,:,...... ...�.. ,..-.r.:.r .r.-...w..:...,.-...,....r.r•.....>..... :.. .....-.wr.w,w,...:rwrv..r4w...r:nme.. ,,. .. r.m+•a "M,�rwada114=.,-,..n. b,,.:,y„ww4rM14:6:Y.:.-„i,ehyiftNkAB,Cp�+yi3P;" `"�'4^�q+ �`{I «'M YMW,'.Lep::r.. ..w,.:_,..; -Y w...w..�}�yy�j' Y.14,u.wa•,1l may., slK�,rdtx ':''�.�iipKc�ltb' uti.�z i � _. illi. --:+M4irwmwti�'l''.' 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DATE 6 - 1 1 - 9 6 39084 Proctor Blvd. Suite C 37396 RUBEN LANE, BOX 9 EVIG H Sandy, OR 97055 TIGARD, ORE(j� SANDY, OR 97055-9377 L� JOB '-40. 9720- 086 �N ( S03 ) 668-6550 (503) 668-3267 BUILDING'S SHEET 2 A WASK"OF IMS STEEL SALES J Chi :�Il��( ii'IIli(I ►llllli!I 'ill;iifJ li; , I�i� Elii'�:li'illl 1111 Illi IIII 1111 ilil I�� IIII IIII �IIIIIII Illj gill'ill( till Illi IIII 1111 IIII, lill illl II I tl �I�IIII �► �� i it � � I . I. I � , , I � I i I f I I I + I �"'� I � I I I ! I � I ( II�i111111111i11 i i�lll III. I I S I II1�111� lllll�Ill ll��l, i 1 11�1�11 LEGIBILITY SIPIP d I Q 1 I 1 Cm 6 7 8 9 10 11 12 13 14 IE3 I7 18 I ( r > 20 21 22 23 24 25 26 27 -F� � � '� , 1 I OI ;ut f)? ,Y I �I ou NOTE: SEE GENERAL. NOTES (SHEET NI ) FOR ROOF AND WALL PANEL INFO. EDGE OF PLYWOOD 1 SHEAR PANEL EDGE STRAPPING ROOF PURLINS SHEAR PANEL y (PER DETAIL 2/3) (PER SHEET N1 ) S4 —1y rl 5„ TY P. Z @ EXT. EAVE TO 1 X-BRACING S S FRAME @ FF;OPJT .' 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DATE 6 - 1 1 - 9 6 37396 RUBEN LANE, BOX 9 Sandy OREGON OR 97055 TIGARD. SANDY, OR 97055-9377 771 JOB NO. 9720- 086 ( 503 ) 668-6550 (503) 668-3267 5BUILDINGS SHEET 4 A WS ON Cf W®STEEL SALES 15757 till' _ '.,.':.i,., r..�PM111rGNv�....'.'MMNI�MM�M.Al N:,.. ,..(, ,r^...x'11 r;i,rh Vii. 1"vti.C' i..''M. M.*w.+r.v.. _.a..;.. .. ...._ ..,.y.�.��....'..,�.rlIMr11�. - .._ ... , ....,......____ ..�...._—..w� w.......-,............................�.......«....�........�.... ._.._...._. rw .w.w...+..+wrr. 'i1N.r�r�1'�.w'YNM .�.•Ni�i1,y. �M„�.{�Via14�11t��d�dNiM..�Nw �i.Rs'Mawe+M.u.. �.� "p, LEGIBILITY (,;(p i tr � � � � � � ( ( � I I�i��lild II!I�IIII'IIII�I111�11Il�1111�1111�1111�1111�1111�1111�1111�IIII�IL Il�lill illl�lill illl�llll 111/1111 II11�1111 IIII�IIII 1111�1111�1{I{l�IIII��+i��i� i��i +SII II�I�I11!I!ill�llil Illl�li!!,Iili�ll��!II�IILEGIBILITY STRIP o a --- iommnl Cm 10 1 1 12 13 14 iQ 17 18 19 20 21 22 23 24 25 26 27 28 29 3 OI NOMI 84102 oz i i t 9 S4 TY P. 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Ijiil�l1i11�lltt 111IIII111111111,Itl1ltllltltltt�ll .. ._ .3 7 � I 9 1.0 11 12 13 14 1 1 Ii! 17 is 19 20 21 22 23 24 25 216 2. 7 2e 29 ' I 01 to J HJNI 64100 I !.�-I h�h►� 1.�..�l.�.l.l. �.IIII.I_ILII�I1�11�..1.t �I_.h!_l,t.11llllll ► 11I [ITIi.hIIII d I ! I 1:11,T11 11 oz n �4 CGX8.2 ENDWALL RAFTER SINGLE 'A' BRACE C7X9.8 PARTITION WALL (USE ONE SINGLE 'A' BRACE AT 10' HEIGHT RAFTER (USE ONE SINGLE AT CENTER) (PER SHEET N1 ) 'A' BRACE AT CENTER) 4 S2 4 S2 S2 12 PEAK S2 12 1 � 13 _— 13 S5 3S7 1 ; EAVE I 1 I I I I I I 1 I I I I I I 1 1 I I 1 1 I 4 aal -- I I O < S6 S1 I I I z i I I i OPP. OPP. I 1 v 1 I 1 I I I I I I i I 1 I I I 1 IIIJ T.O. Lm I I �—X-BRACE WALL GIRTS CONCRETE —X-BRACE WALL. GIRTS (PER SHEET S4) (PER SHEET NI ) (PER SHEET S4) (PER SHEET N 1 ) 1 ENDWALL INTERIOR ELEVATIONt000"02 PARTITION WALL INTERIOR ELEVATION s PRs C7, 1 r A. 414 89� Y 30, �� •� A ASK4 En inePrin Inc BY LC Engineering , WEB STEEL SALES, INC. EB 39084 Proctor Blvd. Suite 'C' 74th INDUSTRIAL PARK BUILDIN 'D' DATE 6 - 1 1 - 96 Sand 37396 RUBEN LANE, BOX 9 aG N y, OR 9705 5 TIGARD, OREGON SANDY, OR 97055-9377 JOB NO. 9720 - 086 �H ( 503 ) 668-6550 (503) 668-3267 BUILD;NG5S SHEET 6 A DMSION OF WEB STEEL SALES 15-5- SN' 116 25 �►1 Cm : . ,,�.uti1.MNl.,audw�a�.rrp;.,hwh„y��y,w�rrl.vWM k,;;t t I I I I I t I I i I ►1 I I � . . :�..�,,:...,.. ,, s._ ., .:.. t �� ILII Itis Illi ii LEGIBILITY STRIP o 2 3 a 5 ) , I II fl IIIIIII�IIIIIIIIII,IIIIIII.�IIr'"�IIIIIIIIIIIIIVIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIilli111lilllllll I� I I II IIII�IIII Illh�llll litllll i O mm.i cm 6 � � � 14 11 12 13 14 ; 18 17 16 10 20 21 22 23 24 25 28 27 28 29 30 I I I 0I4 b HOW 9 103 . L��l ,1 , , 1. L.La.I .I.�.a:�l 1 ► I I I I I ! I ( I�I I L I I ( I I I I I I I I I I I I I OZ i I L I I I I I I s i I L ,a 1.1�.I_L�1 L�a 1�,I a l I � I l ► 11.1 L.1.1.I � �.► 1�. �.,��,1„I,,�_f.,��l:l �h 19'-6 112 3 11-6 3/4" S3 2'-0 1 /4 91 20'- 1 3/4" 12 3 [— - 5 " 21-0" TY °• B B A �► C B D A B p SYMMETRICAL B A ABOUT A E � F H 0 & KEY UPPER CHORD..L3X2X.25 J HOLLOW TRIANGLES INDICATE LOWER CHORD..L3X3X. 1875 A 2 SINGLE 'A' BRACE, DARK INNER LEG..L3X3Y-3125 A TRIANGLES INDICATE DOUBLE OUTER LEG..L3X2X. 1875 S3 'A' BRACE (PER SHEET N1 ) A..L1X1X. 109 B..L1 .5X1 .5X. 130 @ EXTENDED , EAVES C..L2X2X. 1 25 B ( TO FRAME @ COL'S C..L2X2X. 1875 S S 5, 7, 9, 1 1 AND 1 3 E..1 2X2X.25 A � F..L2X2X.3125 A �' AT COLUMNS 5, 7, 9, 11 AND 13 H..L3X2X. 1875 I USE L2X2X.25 STIFFENER • A r J..L3X2X.25 (PER SHEET S4) AND � OMIT BRACE AT 8' HEIGHT �B � B L �! NOTES 1 . UNEQUAL LEG ANULES TO BE PLACED WITH LONG A I LEG IN THE PLANE OF THE FRAME. I 2. FOP, WELDING REQUIREMENTS, SEE SHEETS S3 & S4. 3. DEAD LOAD = 5 PSF C 1 1 SNO�N' LOAD = 25 PSF • V-'IND LOAD = 80 MPH, 'B' EXP. CL• �\C S 3 4. FRAME SPACING = 16'-0" O • Dl- 5. TOTAL FRAME WEIGHT 837 LBS. FRAME HALF 7 NO SCALE C. o� 9 1431 f c�RF.�vN I5757 ti%1 -4111 A \ 1 \1 1 FTS M 116 o ,e ASK4 Engineering , �.c g g , Inc .ncBY 39084 Proctor Blvd. Suite 'C' 74th INDUSTRI, A� PARK, WEB STEEL SALES INC. EB BUILDING �� DATE 6 - 1 1 - 96 Sand 37396 RUBEN LANE, BOX 9 MON y, OR 9 705 5 TIGARD. ORE SANDY, OR 97055-9377 JOB No. 9720 - 086 �H ( 503 ) 668-6550 (503) 668-3"267 5BUILDINGS SHEET 7 _ A WSiON OF W® STM SALES '++'.+I►+I+I1+1!III11�+►I+!III+ill++11+'++1111#tllljilll�IIII'illlll�l'!'1111l1i� IIIIIIIII LEGI3ILITY STRIP._.. Cm p z 3 a lOmm .i Cm � � III111111� l�IillII�IIIIIIIiI�IlEllllll�lllllllil�llllllll Illllil IlillilllI'III1111►I Il�l�+ii1i 9Illllilfl�11 1111111 1 �211 1111111 I3 Iill�il2ll I 4Illl i Il28 liil I Ilidl�d1111 I lilt!�7Il Il2li�Ilii(1►12(i 11 12 13 14 I114111111 111111}II►� 9 30 G ' I of HJNI CUIOZ MOTES: 1 ) THICKEN CONCRETE AS REQUIRED TO PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING AT SURFACES IN CONTAC i 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 HAVt 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 DIRE�''TED 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 OFF PARTITION TITION FACE O ---- (2) - #5 CONTINUOUS AT TOP ANCHOR BOLTS AT FRAME AND COLUMN BASES. EXTEND AR ( AND (2) - #S CONTINUOUS A i BARS 24" MIN. AROUND CORNERS. WALL GIRTS ) BOTTOM OF FOOTING � �---- 6 X 6 - W1 .4 X W1 .4 WELDED WIRE CONCRETE SLAB CONCRETE S1 PJ3 I MESH - LAP SPLICE 6" MIN. 6 X 6 - W1 .4 X W1 .4.4 WELDED WIRE MESH GRADE (LAP SPLICE G" MIN.) SEE NOTE #2 ABOVE FOR ALTERNATE. I i '` x x X X4" VARIES X X X x 4" J LLJ ` V f ~ _Z --J L tom. a LD • NOTE: THICKEN CONCRETE AS REQUIRED TO IN 0 = o �... PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING o o m AT SURFACES IN CONTACT WITH SOIL. eT 30, \G� 1491 _ M M. UNDISTURBED NATIVE SOIL WIDTH LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS Z SLAB DETAIL SIDEWALLS NO SCALE 1 EDGE OF SLAB DETAIL ENDWALLS C 1 NO SCALE A ASK4 Engineering, Inc. EB 39084 Proctor Blvd. Suite 'C' FOUNDATION D WEB STEEL SALES, INC. BY Lc Sandy, ETAILS E Y► OR 9 70 5 5 37 DATE 396 RUBEN LANE, BOX 9 ( 503 68- 6550 SANDY, OR 97055-9377 JOB NO. 112D- NC J 6Og�o (503) 668-3267 BUILDINGS SHEET Cl A OMSON CF W®S'TM ShM v �'.,;. uSzJkik'�Ytiaau•s.awX.a`ams;.;.hy'�atu.'auYltVtl:w1 ,Haw: .a Buw+wiF�He .. ... .. ..�. _ � . .. � � 11I ; 1l�llf IIIIIIli "I Milli 1111111 11111111 IiIIIIIII{III�IIIi�illl�Ill►lil�llllllllllllllll IIII�IIP�II'Ilil IIIIIIIII lill�lll� IIIIIIIII IIIIIIIII Illi�lllilllli�lll�1111141111 Illlillll Illl�illl IIIL��III IIII IIII Illl�l�llliil�ll tllljllll�ill� LEGIBILITY STRIP 0 i 2 3 4 ICiI 12 I3 Id1pmm.1 Cm I 17 18 19 20 21 22 23 24 2�5 28 2I72 I 26 9 30 !40x11 9410Z b II .L>.I� l ! a . �.h. i � �. 1a1 �l�lllilll ! ! III IIIII ! I � liIIlIIII �i .iIiIIIliilll ! (.�IIL� .ljiL. ' IWill I 11, 1 OF n .,kms NOTE: SEE' DRAWING 1/3 FOR SHEAR PANEL MATERIAL INFORMATION. 4 X 6 JAMB STUD SIMPSON HD6A HOLDOWN WITH 7/8" DIAM. THREADED DOOR ROD TO CONCRETE AND (2) OPENING 7/8" DIAM. BOLTS COUNTER- SUNK 3/4" MAX. INTO JAMB STUDS CONCRETE (CENTER HOLDOWN ON JAMB STUD) FOUNDATION P.T. SILL PLATE WITH 112" DIAM. ANCHOR BOLTS @ 3'-0" O.C. MAX. (3) MIN. Z 7 1 /16" NOTE: LOCATE AT LEAST ONE OF SPECIFIED TOP REINFORCING BARS TO THE OUTSIDE OF THE HOLDOWN ANCHOR BOLT. SEE DETAIL 1 /C 1 FOR REINFORCING. EC2 SHEAR WALL HOLDOWN DETAIL pPRUF NO SCALE .�c; ► N a ( � �, 0 � W 4;- s Y 30, M. - EBASK4 Engineering , Inc . BY LC 1J'��EB STEEL SALES, INC. 7 39084 Proctor Blvd. Suite V FOUNDATION DETAILS EBS EEL LANE, BOX 9 DATE 6 - 1 1 - 9 7 �G N Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. -1 ?o — OPS _ ( 503) 668-6550 (503) 668-3267 BUILDINGS SHEET C2- A OMSION OF WEB STEEL. SALES C I � Ilf Illi�llll illl�llll IIII�IIII Iili�i�ii �io:�ll,i �iti�lili�lil►Il�i► IIII�IIIIIII1�1111 IIII�II �i�llll lill�llll illl�llll ILII ILII III) ILII ILII ILII Ilil ILII 1111 ILII ILII ILII illi ILII ILII ILII ILII lill ILII ILII ILII ILII ILII ILII LEGIBILITY STRIP 0 i 2 31 I I I I I I I 9 10 1 1 12 13 14 I I I I ( I tOmm .t cm � 18 1 �T 18 I >i 20 �i 2� Z3 24 25 26 27 28 22 30 01 HaNI • toe 1IT11111 1w,1. 1�,f.�.l_ IOz 1,11 J-11- I. f OUTSIDE EDGE OF BLDG/SLAB 7 " OUTSIDE EDGE OF BLDG/SLAB ; t I (OR WALL GIRTS AT PARTITIONS) L : L 4 X 4 X 1/4 COLUMN CORNER COLUMN CORNER GIRT CLIP (PER SHEET N1 ) 7/8" DIAM. HOLE FOR WALL GIRTS PURLINS PER SHEET N1 3/ 16 3/4" DIAM. ANCHOR BOLT BUILDING SKIN EMBEDDED 6 (WITH WASHER) CORNER PLAN VIEW " 1 /4" PLATE 3" SQUARE 2 EDGE OF SLAB DETAIL S 1 NO SCALE C6" X 16 ga. EDGE PURL IN (PER SHEET NI ) ATTACHED 9" LONG 16 ga. 6" X 1 112" TO TRACK WITH (3) #8 SCREWS TRACK ATTACHED TO PURUN INTO TOP AND BOTTOM FLANGE CLIP W/ (6) # 10 SCREWS, CENTER ON CHANNEL RAFTER .r NOTE: DETAIL 1 /S1 AND 3/S1 NOT USED L2X2X3/16 BY 6" LONGW/ (2) 1/2" DIAM. BOLTS r, 71� 1'c 2 2"FILLET OR GROOVEWELD AS REQ'D 1 /81 1 /4" AFTER TYP. I A WALL GIRTS ��.a pRoF Z� G1 F Q � . 4 CORNER SAVE FRAMING 15`57S\\ S NO Sr�LE116 ASK4 Engineering , Inc. EB BY LC 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. DATE 6 - 1 1 - 97 Sandy, OR 97055 37396 RUBEN LANE, BOX 9 SANDY, OR 97055-9377 JOB N0. IN � 503� 668"6550 (503) 668-3267 BUILDINGS SHEET 1 L D'ASION OF WES S7M SA►'IS rrv1FK.'L":N. I Poll 10119 topup Mom Cm 1 l�l� 1111 1111 11i1 1111 1111 1111 1111 illi 1'_ .I. & w1 + i I 1 i I 1 11111 �f 1 (1111 .111111111�11111I111111�i�i1111ii111111111�11111111111111111111 1iiilliii 11►111�11 111111111 111111111 111111111 111111111 11111111 1�111�1�1 1111�1��I��1111I�I�1111 LEGIBILITY STRIP o i 2 3 4 s I I I I I �ati . lommul Cm Ip I I 12 13 14 I I® 17 18 19 24 21 22 23 24 25 28 27 2e 29 30 Z I 1 1 OI HONi o 10Z ! f b ! 111 1T1 (.1I11111I 111 � 11111 ► 1 ! 03 � i i 1 1/4" PURLIN CLIPS PER SHEET N1 1 1 /4„ typ. 2" 7 + 211 if + 11 t 291 1 3/8 II +71111 + 2” + + 2" II r (4) 112" DIAM. 11 A-307 BOLTS 11 WIDE FLANGE r STEEL. CHANNEL 11 END COLUMN f ENDWALL RAFTER Ii 'C' CHANNEL ENDWALL (4) 112" DIAM. W{DE FLANGE RAFTER A-307 BOLTS (I ENDWALL COLUMN //0ENDWALL PEAK AK DETAIL @ COLUMN (SEE ENDWALL ELEV. II FOR BRACING REQ'TS.) S 2 r,4 ENDWALL_ COLUMN-TO-RAFTER DETAIL DGE OF GIRT BLDG SLAB S2 OUTSIDE E / / 1 1112 5„ 11 /2 + Il i GI RT Cid -. (2 7/8" DIAM. HOLES _ A.B'S (2) 112" DIAM. �` 1 /4" X 4" X 4" FOR 3/4" DIAM. ANCHOR 1 /4 X 6 X 9" A-307 B01_TS1 �% ? BOLTS WITH WASHERS EACH SIDE %; IN D EMBEDDED 6" W 6 X �_ 'C' CHANNEL ENDWALL � � 438 � y 3�' 1 6 3 END COLUMN RAFTER TYP @ FLANGE 3/ 16 1 TIP. vRE"vt1 3 W ENDWALL PEAK DETAIL y4 6.X END COLUMN BASE s 30, S 2 S 2 Fr,.l nn. �\ ASK4 Engineering , Inc . LCEI WEB STEEL SALES, INC. BY LC 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS 396 RUBEN LANE, BOX 9 DATE Sandy, OR 97055 37 � . I i _ EI�IEEd SANDY, OR 97055- rJp6 NO. 9377 INC. ( 503 ) 668-6550 (503) 668-3267 BUILDINGS SHEET S2 A DIASON Or WEB STEEL SALO _ ._ _ PMPYk*Ap �lkv,cr?-�#hbwF•.�;'lYti�yi Jy,G �r-�,e1141 r,a.iFL^"�i��4'i-a�n 'bC"�f' "',�.y�F'�,A�!iK11'H'�1' _ +i1: ;�I i'so,4lall {!dl ltli (III ilii III 11' Cm ! � � ! � f � II illi�lll� IIII,iiI� i�ll�llii Illi�llli IIII�IiIIIiIII�IIII�IIII�IIII Illl�lll��illl�i�ill�l�Oki�i,�-�iEjiii" Iill�iill Iill�llli Ilii�illllllli�IIIIIIiI�IIII III ILII gill ILII illl I►Il ILII Illi��l►11 lllll�lll LEGIBILITY STRIP toOmm.iI I 1I 2 � 3 14 � 115 17 I ® 19 24 2I 1 I 2i 2 I 2i 3 I 2I 4 i 2I 3 I 26 1121�►7 26 29 30 � ) ! �1I .I, OI � 1 b HSN sUl Oz Iow� . PT. 'D' 1/8 6 PT. 'C' Ek EN TYP EA 1/8 -/ io SIDE OF EDGE PURLIN — �° i JOINT 3/16 CLIP Ek END 1/8 8 Q � p M X111-�� EA, END CENTER ON N �+ SPLICE ANGLE 70 PT. 'C' -r PT ,D, 3/4" DIA- BOLTS TO MATCH CHORD TYP. (SEE SHEET N 1 SIZE (12- LONG) ' ALIGN THIS FOR TYPE) 1 MAX TYP. 0 7 CENTER ON EDGE WITH EA END PTS.'B'&'C' PTS. 'B'&'D' L 4 X 3 X 3/8 TYP. CHORD SPLICE 1 112" 1/8 NO SCALE 6 — TYP. 0 3/4" DIAM. BOLTS EA. END 1/8 8 1 112" ` 2 2,, TYP. (SEE SHEET N 1 1 M 20' 2#1 FOR TYPE) I o ' NOTES: ' 1. SEE SHEET S4 FOR MEMBER N � --Af WELD'G NOT SHOWN. 1/8 8 ' I �' ; 2. USE 3/4'° DIAM. BOLTS EA. END 1/8 r 4" TYP. �— EXTEND BEYOND NEXT PANEL POINT 12" MIN 1/8 AT LOCATIONS SHOWN LAP SPLICE 6" MIN. W/ 3/16" FILLET WELD 3. IF SPECIFIED WELD LENGTHS FRAME PEAK DETAIL ALONG T1h'O EDGES OF BOTTOM CHORD OP, ARE NOT ALL POSSIBLE ON TO FT. 'a' i BUTT SPLI:E LIKE TOP CHORD 3 f �, FRONT SIDE SHOWN, PLACE PT. A' 3/16 10 PIT. 'B' S3 8 REMAINDER ON BACK SIDE i/ CENTER ON 3/16 0 m PCN NT 'A' 4+ J �r 1/8 V6 7" 6 112" AUGN EDGE TO PT. 13' W Cz WITH PT. 'B' W = ? 112" L4X3X3/8 AND � p (BOTH SIDES OF CONNECTION) N TO FT, 'a' 2'-0 3/4" SIDING A.B.'S ^ y I � MATERIAL 3/8" BASE PLATE X 8" X 9" I m 2 FRAME EAVE 114" SIDE PLATE X 8" X 4" O 3/16 S 3 No SCALE BUILDING FRAME ---- - � I B07N CONCRETE _ 1 /4" OFFSET FOUNDATION (2) 1" DIAM. HOLES FOR 3/16 LEGS O p�n to BOTH !' it S 3 --- -- 3/4" DIAM. ANCHOR BOLTS V �� 1 N (WITH WASHERS) EMBEDDED 3/16 LEGS 414 3 41 7" MIN. INTO CONCRETE .� JRE.,vti 0 Y3 FRAME BASL SECTION 4 BASE PLATE DETAIL .1VI-'NI►I: S3 NSG SCA�c h 1 (,I 317 S 3 NO SCALE ASK4 Engineering , . g eering , Inc. EBBy LC _ 39084 Proctor Blvd. Suite 'C' BUILDING DET WEB STEEL SALES, INC. AILS 37396 RUBEN LANE, BOX 9 DATE 6 - 1 1 - 97 Sand aGN y, OR 97055 SANDY, OR 97055-9377 ,JOB NO. , O �N ( 503 ) 668-6550 (503) 668-3267 BUILDINGS 5SHEET S 3 A DM90N OF W® STEEL SALES i , Cm 010I1+11191i►11+II)►►P1111111111f�lliiIililll•III IIIIIIIII lilllllll IIIIIIiiI IIIIIIIII IIIIIIillllllllllll�lllllllflllllll�lil! IIIIIIIII Illllli''{II111 I IIII�IIII IIIIIIIII Illlllllllll�lllill�lill�llll IIIIIIIII Illi IIII IIII Iltl IIII IIII IIII Illi IIII Ilil IIII III! LEGIBILITY STRIP 0 1 2 Omm.i 3 O I 12 13 4icm I I I ( I I I 17 18 19 20 21 22 23 24 25 2�8 27 28 2� 9 30 HDNI a 100 . ► ,1 . ., LL,l.l.l i � l l � lilill�� I oz ��, .�.i I I � I � I I I i_I �_� i l�. �a� ��1�� ►! I�..�.L.�.1� �I.�I J�l,�:l��l.�,aa,.�l,a�.�.i� 1.��1�1.�� I L_ P NOTA URLIN DURING INITIAL X—BRACE INSTALLATION, TIGHTEN CABLE SUCH THAT ITIf WELD 'B' WELD 'C' NO SAG OCCURS, THEN TURN NUT AT ONE END AN ADDONAL I — (2) FULL TURNS. ' FRAME CHORD 2- 1 2 WELD 'E' CUSTOMER SHALL PERFORM PERIODIC INSPECTION OF ALL X-BRACING MEMBER CABLES 1'J ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT STIFFENER, NOTES: INSTALLATION PROCEDURE ABOVE. _ _ - - --�--� I 1. WELD 'LEG SIZE TO MATCH 3�� TOP OF STEEL FRAME (OR -----1 STIFFENER STIFFENER THICKNESS. BLDG. FRAME i COLUMN C� SIM. CONDITION) ' (SE FRAME HALF DRWG.) 2, TOTAL WELD LENGTH AT ` 45 'ROCKER' WASHER WELD 'A' �1 1/2" I I THE ENDS IS THE SAME AS NOTE 3 OF WELDING MI i L4X3 X 3/8 X 2 112" WITH MIN. I I REQUIREMENT, DET ?_/S4. ! 1 1/2" SLOT FOR EYEBOLT I I WELD 'D' 3. WELD 'E' ONLY REQUIRED iVZ- 12 FRAME JOINT AT 2—MEMBER CONN. I FOR L4 X 4 -TIFFENERS. 3/16 S" TOT FWC "FLO-LOC' I TACK WELD AT OTHER STRAND GRIPS I ANGLE SIZES. EYEBOLT i I FRAME DIAGONAL WITH NUT i FLO-LOC CABLE 4. EXTEND STIFFENER BEYOND PANEL PONT SUCH THAT NOTE ATTACH AT BASE OF COLUMN CHORD STIFFENER WELDING 1/2 THE SPECIFIED WELD 3 IS PAST THE PANEL POINT. AND AT ROOF X-BRACING IN SIMILAR MANNER. WELD ,C, 5 4 No sCALE •�• NOTE-. WALL X-BRACING, ORIENT DIRECT-ION OF 3" LEG ; ! (WITH HOLE) TOWARD WALL GIRTS (REVERSED FROM THAT SHOWN). NOTCH BACK OF WALL GIRT 3/4" MAX. TO RECESS - L X-BRACING CABLE OR DRILL. 3/4" DIAM. HOLES TO PASS / I WELDING REQUIREMENTS CABLE THROUGH. / J 1 . CENTERUNES OF WEB MEMBERS ASSEMBLY DESIGNATION SHALL ALIGN AT COM" POINT LOCATION AS SHOWN. EYEBOLT I GRIP LENGTH I CABLE WELD ,A, ! ` 2. FILLET WELD LEG SIZE TO MATCH 1 112' CHORD WEB NEWER THICKNESS. FWC 250 BA MIN � 3. MIN. TOTAL WELD LENGTH c 112"2" DIAM. 19 1/ N 1/4" DIAM. WELll �B� AT EACH END OF MEMBER \" 2 LOG F M JOINT N 4" FOR L 1 X 1 , �� G I N RA E 0 T AT 3—MEMBER CONN. #143 9 FWC 375 BA 5 1/2' FOR L 1 .5 X 1 .5, ,,3 Au-5_ 5/8" DIAM 26" LONG 3/8" DIAM. 7" FOR L 2 X 2, 10" FOR L3X3 4. WELDING SEQUENCE: v��•vN WELD 'A' FIRST, WELD 'B' /"2 FRAME WELD CONN SECOND, THEN WELD 'C'. s 1Y30. �q X-BRACING CONNECTION DETAIL CONNECTION S. CLIP CORNER OF WEB MEMBER �yM• L%C''� S 4 NO SCALE AS REQ'D TO ATTAIN SPECIFIED S 4 NO SCALE WELD. WELD ON BACK IF MIN. NOT POSSIBLE ON FRONT. ASK4 Engineering ,g ng , Inc. WIEE; BY Lc 39084 Proctor Blvd. Suite 'C' � WEB STEEL SALES, INC. DATE 37396 RUBEN LANE, BOX 9 64-17 � Sandy, OR 97055 BUILDING DETAILS— ANDY OR 97055-9377 JOB NO. ��N 5 �INE ( 503 ) 668-6550 (503) 668-3267 BUILDINGS SHEET S 4 A DNISION OF MIE7 STM SALn I � X11 s \VE=NI►E ., l► 7 .•..•••• .• _. ... "I iu�ii'�.'Ll#lN�RwL,T)i Y.f n14d.,1�1ir.,ru,AµNM1.Ia.FiN3i d.�U 4F..w..w1 *L�i•(Nr - �m ►ilillils��►II�IiIiI+III�Illf�ilit 111111-III Ilil,ll{I IIiIIIIIIIIIIIIIIII lillllll! IIII�IIII Illilllll flli�llll ll�l��lll 1111 �i�i ILII II�'"+II{ ILII ILII ILII ILII Illi illi ILII Ilil ILII Ilfl ILII ILII ILII I I "`'�'`�`""`r"�`'' '"-�°"` "`"`' LEGIBILITY STRIP o , 2 3 I I I I I I I I 11 ILII► Illllfllf IIIIIIIII fllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII : 1 12 11 ...._- 10 mm•� cm 10 11 12 13 14 1a 17 18 9 O 21 22 23 24 25 26 27 28 29 30 1 1 01 H')111 SUI 'd O 1,111—U11LIL [aI I I 0 z + + � I + + CORNER COLUMN CORNER GIRT CLIP (PER SHEET N1 ) -- WALL GRITS A CORNER PLAN VfEVV 16 ga TRACK FASCIA BEYOND (WITH 1 112" FLANGES) PURLINS (PER SHEET N1 ) 12" LONG 16 ga. 6" X 1 1/2" TRACY. ATTACHED TO PURLIN C 6" X 16 ga. (ENCLOSE WITH CLIP W/ (f;) #10 SCRE1h`S, 18 92. TRACK IF REQ'D FOR EASE PURLINS Co" y; 16 ga. EDGE PURLIN CENTER ON CANNEL RAFTER OF CONSTRUCTION) (PER SHEET 1`41 ) ATTACHED TO TRACK W1TH (3) #Q SCREWS INTO TOP AND BOTTOM FLANGE C 6" X 16 ga. EDGE PURLIN (WITH 1 5/8" FLANGE) C 6" X 16 ga. ECGE PURLIN f f .�--� ENCLOSED WTH 18 ga. TRACK, J (PER SHEET NI ) l .r--' BEND WEBS OVER TO ATTACH rrr I � _/�J�� ENCLOSED WITH 18 ga. TRACY., TO EXTENSION MEMBER WITH BEND WEBS OVER, TO ATTACH r + � (2) #10 SCREWS @ 3" O.C., TYP. _ �� j w �t+ 4- 1 r' TO EXTENSION MEMBER WITH ► �.- 1 ;2) #10 SCREWS @ 3" O.C., TYP. S" 2 � �rrr �" + ' MIN. 2 11 rI� 511 1� + r r + 4- • .�' �� MIN. t + 1 r 2' ' r 5" r L2 X 2 X 3!16 X6" LONG L p. STEEL CHANNEL MIN. y TYP. PURJN CLIPS .'Ek SHEET N1 . VY/(2) 1 /2" DIAM,. BOLTS ENDWALL RAFTER _ ^" OFFSET CLIP 112" AND WELD TO I i ie BACY. OF TOP CHORD WTH 1 /8" DA - FILLET WELD. PURLIN (PER SHEET N1 ) BEND WEBS OVER TO ATTACH BUILDING FRAME TO EXTENSiON MEMBER WITH (2) #10 SCREWS 3'' O.C., TYP. PR GIRTS `` I ALIGN PURLIN CLIP �,,� 414 89 CORNER COLUMN � WITH OUTSIDE FACE OF FRAME OUTER, LEG — c�R EX—FENDED EAVE @ ENDWALL Z EXTENDED EAVE @ BLDG. FRAME �gY30. �~ � ss O scar— S S N� s�?'fy ASK4 Engineering , Inc . BY Lc WEB STEEL SALES, INC. EBDATE 6 - 1 1 - 9 7 39084 Proctor Blvd. Suite 'C' BUILDING- DETAILS 3 � 395 RUBEh LANE., BOX 9 aGNBN Sandy, OR 970 S SANDY, OR 97055-9377 JOB NO. ��1'10 - 0 INC ( 503 ) 668- 6550 (503) 668-3267 BUILDINGS SHEET S S OASON OF WEB STefi SALES P6 3 37 n.r•..na ,.,;. .,ta,.....,„,,�r�i,, � ,wreM+n.Ma�rr�r I I) Illi Ilii Illi 'II II ., . C R i I , � �� I � .►�1111�111,�1111�1111�11il�lIII�IIII�III{��Ill�ill��lli II�IIII�IIII�IIII IIII�III1 IIII�IIII IIII�IIII IIII�IIiI�Illl�illllllll�Illl illl�llillllll�llll IIIIlIIII II��IIllllill�llll� ill�llll IIII�IIII LEGIBILITY STIP o 1 2 3 a 5 r� I(� I I 12 13 1 ! --� pmm.� cm 4 18 1'7 18 Iii 2d 21 22 23 24 23 26 27 28 29 30ion � - s NEW Z I I I 01 . . .. �.�.� l .l. �. I � .f.h�l� .,L.l.a.. .L��I I I 1 I I IJ 1 .I( !p l i.l I I ! L L I I .I L I LL I l LL L1 I �.l:�,l t.l,1..� ►„�.►.L!I_l.�. l.�1.1...(..l.I ! 10z Y� CORNER COLUMN GIRT CLIPS (PER SHEET N 1 ) PURLINS PER SHEET N1 WALL GIRTS BUILDING SKIN CORNER PLAN VIEW (D_� C6" X 16 ga. EDGE PURLIN (PER SHEET N1 ) ATTACHED — 12" LONG 16 ga. 6" X 1 112" TO TRACK WITH (3) #8 SCREWS TRACK ATTACHED TO PURLIN INTO TOP AND BOTTOM FLANGE CLIP W/ (6) # 10 SCREWS, CENTER ON CHANNEL RAFTER L2X2X3/16 BY 6" LONG W/ (2) 1/2" DIAM. BOLTS 211r r FILLET OR GROOVE WELD AS REQ'D 1 /8 1 PARTITION WALL TYP . 1 1 CHANNEL RAFTER A WALL GIRTS 41 38 CORNER EAVE FRAMING S NO SCALE yq r 30, s�rN ASK4 Engineering , Inc . EBI\WBY LC _ 39084 Proctor Blvd. Suite T' BUILDING DETAILS WEB STEEL. SALES, INC. DATE 6 - 1 1 - 9 7 uu Sandy, OR 97055 37396 RUBEN LANE, BOX 9E SANDY, OR 97055-9377 JOB N0. 720 - U0(11�:p IN ( 503 ) 668-6550 (503) 668-3267 BUILDINGS SHEET S 6 A D 0 S1 ON OF WEB ;TFC SALZ,S _41" AVENUF 11(i 4of 4 '"' ' '' �''" �' "` '' '�"' '''' ''"'' ' '' ''' '�:"Ili ill IIII I�!�i!If! IIII Illi Illi Illi lili IiII Ilil IIII IiII IIII IIII IIII IIII il1"''"�II Illi ILII IIIi IIII IIII{IIII IIII IIIIIIiII IIII IIII IIII IIII 1111 Illilliil Iilllllllllll111111 IIII IIII IIII Ilil III► li',i�iliilllll Bili i � II � � I � I � I 1 1 1 1 i � i � ll I � � I LEGIBILITY STRIP 0 12 3 4 5 I I u:. ... . .. . . 10mm*I cm © I I 12 13 14 i 16 1 .7 is 19 20 21 22 23 24 2.5 28 27 2e 29 30 7 c , ZI I I O1 r : . I � � HONI 6 1O� IT, ( I 1 0 7 I I I i I I I I I i I _I ( I I I I I.1.�.1 a,1 1 1,.�1.l -�,Iw� _a l,w.l.a�.1.� ► I •ti PURLINS PER SHEET N1 - C6" X 16 ga. (PER SHEET NI ) BUILDING SKIN BEND WEBS OVER TO ATTACH TO EXTENSION MEMBO-R WITH (2) # 10 SCREWS, TYP. rr r ' C6" X 16 ga. (ENCLOSE WITH + - -- 18 ga. TRACK IF REQ`D FOR 5 11211 r- -_._-. EASE OF CONSTRUCTION) 3 " + +_ CE" X 16 ga. EDGE PURLIN -'�"r 5" i- 2'f (PER SHEET N1 ) MIN. .r 112 „ ENCLOSED WfTH 18ga. TRACK. 5" 2" r CORNER COLUMNENCLOSED WEBS OVER TO ATTACH --'"� • �'� TO EXTENSION MEMBER WITH MIN. - • ? -��''-� GIRT CLIPS ,,.., �- PURLIN CLIPS W/ (6) (PER SHEET N1 ) (2) X10 SCREWS. #10 SCREWS MIN. WALL GIRTS I PARTITION WALL 1 1 /4 " ; 1 /8 CHANNEL RAFTER L2X2X3/16 BY 6" LONG CORNER PLAN VIEW W/ (2) 1 /2" DIAM. BOLTS TYP. A A ppa,� WALL GIRTS �� '143 -9 PARTITION WALL FRAMING s y'�Y30, `� Al M. S7 NO SALE ASK4 Engineering, Inc . BY Lc 39084 Proctor Blvd. Suite 'C' BUILDING DET WEB STEEL SALES, INC. -� AILS 37396 RUBE) LANE, BOX 9 DATE _ 6 - 1 1 - 9 7 � N Sandy, OR 97055 SANDY, OR 97055-9377 L JOB NO. ( 503 ) 668-6550 (503) 668-3267 BUILDINGS SHEET S7 -- A DVASON OF w® MEL SA.0 pit cm � ' '' ' '' �"" '! ' ' " � s�'Jii' 'i�ll�!ill ilil 111! Ilii IIIIiIIfI 1111 1111 IIII IIII IIII IIII ILII fill sill ILII I ''"'`i.; IIII Dill IIII IIII IIII (III IIII IIII IIII IIII III) 'III Ilil 1111 IIII IIII III! IIII X11111111 Ilfl 1111 IIII IIII IIII IIII III! ILII II ii L E G I B I L I 'f Y STRIP 0 2 3 a s I i � pmmal Cm 0 1 1 12 13 14 I® 17 I® Ilii 20 21 2'' 23 24 25 26 27 28 29 30 Z ! I I 01 7....1 HO 641QZ n a �. . . � I ITIL11 Ij I 11 i00 1 2X6 HEADER @ 4 4 2X10 HEADER ENTRY DOOR. A D 1 _ 3 D1 OUTSIDE FACE D11 - i STEEL FRAW OF BUILDING STEEL FRAME ----T i _ OR COLUMN -- ---- --- --------- - ° ° I I OR COLUMN N 111C � ° �I I 1 /8" � 2-4 2X10 #2 HEADER DOUBLE GIRT ABOVE I I DOOR WITH TYP. CLIP `110 L4X4X1 /4 X 6" WITH 1 112" LIP AT EACH END OF EACH --"- ---- r— (6)GIRT " I #10 SCREWS I 1 1/2" O.C. EA. WAY �- 2X8 #2 HORIZONTAL TYP GIRT i INTO 2X10 2X6 #2 HORIZONTAL = (NOTCH ENDS OF 2X JAMB TYP. TO —� TYP. GIRT CLIPS HORIZ'S. AS REQ-D) W MATCH GIRT (END a NAIL TO GIRT W/ 2X6 #2 HORIZONTAL NCTE: CONTINUE HEADER AND HORIZONTALS (2) 16d NAILS) c 2X8 #2 HORIZONTAL OF SLIDER DOORS PAST FRAIrE AND CONNECT a (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE. 1/2" DIAM. A.B. HORIZ'S. AS REQ-D.) WITHIN 6" OF JAMB. 1 3 SLIDER HEADER DETAIL 4 SLIDER HEADER SECTION ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL NO SCALE NO SCALE D1 NO SCALE— D1 NOscA� D1 D1 2X4 VERT 2X JAMB OVERHEAD 6 SPRING BOX DOOR OPENING AD 1 ASSEMBLY TYP. EACH SPRING 2X GIRT OR 2X GIRT (NOTCH EDGE PURLIN AS REQ-D. ) DOUBLE GIRT ABOVE DOOR WITH TYP. CLIP 2X BLOCKING OUTSIDE FACE AT EACH END OF EACH (NOTCH AROUND OF BUILDING GIRT EDGE PURLIN WHERE 7 APPLICABLE) OVERHEAD/CANISTER D-1:) 7 DOOR JAMB SECTION STEEL FRAME 2X BLOCKING D1 NO SCALE OR COLUMN (24" LONG) n --OUTSIDE FACE OF BUILDING I�P��-�L DOOR NOTES. TYP GIRT 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER G 38 DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF SLIDER DOORS. 112" DIAM. A.B. DOOR OPENING 2) MAXIMUM DOOR SIZES: WITKIN 6" OF JAMB. ,y �4 SLIDER: 16° X 16° S gY30, 1 S OVERHEAD/CANISTER DOOR FRAMING DETAIL 6"*** OVERHEAD SPRING BOX OVERHEAD AND CANISTER 14° X 16° FT D1 NO SCALE D 1 N M. NO SCALE 3 ) THESE DE TAILS DO NOT APPLY TO BI-FOLD OR TRI-FOLD DOORS. 4) SLIDER DOOR OPENING DIMENSION REFERENCES ARE NOMINAL, NOT ACTUAL. Q ASK4 Engineering , Inc . L=B BY Lc 39084 Proctor Blvd. Suite 'C' DOOR FRAMING DETAILS Vt�EB STEEL SALES, INC. 37396 RUBEI'J LANE, BOX 9 DATE aGN�N Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. -c> ( 503 ) 688-6550 (503) 668-3267 EYauILD►NGs SHEET DI A W S10w of WEB STM sins I .;"57 [ ;H AVFNUF P ;r o . Cm ' ' li� lliI 111yilI IIIlliILEGIBILITY STRIP o 2 3 5 ► illi I 1111 I IIIII I II II!I illIi I'ILII I III1I I3 IIII I III1I I 4IIII I II"'`�Ii I IIII I IIII I ILII1I TIlfl I illi I 8IIII I till I gIII)I II�II IO Illi I II2II I 1ilii 1 II2II 12ommOf �m 1111►IIII�III,I IIII I IIII i IIII I IIII I IIII I IIII I Illi i IIII i III! IIII IIII 1111 Ill 23 24 23 26 27 28 29 30 Z I I I OI `_.7 HONI o 10a 11I11IN11 'till IIII III I III , Ij,I.I .LI � IILIILLiI�1.1L.�.I� I I Oz n L__ Of .00 CONTINUOUS WALLBOARD — INTERIOR JOINT COMPOUND, TYP. @ ALL JOINTS AND PANEL (1 ) HOUR FIREWALL CONSTRUCTION: EDGES EXTERIOR SIDE: ( 1 ) LAYER 5/8" TYPE 'X' GYPSUM SHEATHING — — — — — — — INTERIOR SIDE : (1 ) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD NAILING: 6d COOLER OR WALLBOARD NAILS @ 7" O.C. @ BOTH SIDES r/ W WALL GIRTS SCREWS: #6 @ 8" O.C. INTO STEEL TRACK/PURLINS A A (PER SHEET N 1 ) J ,: .. STEEL FRAME WALL GIRTS TO BE AT 24" O.C. I OR STEEL COL. @ SIM.) I ( INSTALL VERTICAL BLOCKING BETWEEN GIRTS @ 10'-0" O.C. MAX. ; I t + + t t f t t 24'' WIDE WALLBOARD t PANEL BETWEEN WALL STEEL FRAME i GIRTS. ATTACH TO t + WALLBOARD WITH FACE OF BLDG. t + EXTERIOR t \� #7 SCREWS @ 8" O.C. e_____-___ 18ga. TRACK BLOCKING CONCRETE FOOTING -- GIRT CLIP WITH i (4)- #10 SCREWS EDGE PURLIN ENCLOSED IN METAL -0000- 18ga. TRACK SIDING I SECTION A-A (PLAN VIEW) NO SCALE PURLINS d % (:✓ .� ME AL ROOFING EXTERIOR AND SIDING ENDWALL RAFTER f-�0 CHA14NEL O f O 18ga. TRACK INTERIOR t,L 143 9 EDGE PURLIN ENCLOSED IN EXTERIOR 18ga. TRACK SECTION @BLDG. FRAME SASE INTE �gY30, �g F 1 RIOR NO SCALE STH M. 2 SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION AT TOP OF ENDWA►LL F 1 NO SCALE F 1 ASK4 g , Inc .Engineering , EBBY LC g 39084 Proctor Blvd. Suite 'C' FIREWALL DETAIL, WEB STEEL SALES, INC. 3 37396 RUBEN LANE, BOX 9 5 DATE 6 - 1 1 - 97 INSWUN Sandy, OR 9705 5 1 HOUR BATING PER GA #WPAi nS SANDY, OR 97055-9377 JOB NO. 20 - 01 IN ( 503 ) 668-6550 (503) 668-3267 5BUILDINGS SHEET F 1 A WSON a WEB S'EEL SAES 15757 S\\ -.I \\ I `.I I P6 oI ; ...., .a , Aa.. . � r A.. • - .. .. _ ''� -I M.VH fAF��e{:1.�;I IVM IH..n.Pi:t I.JA+...?�{Vii 1'JF+vT.,. �I(I JrM.IP .... s.+....�..++....-.n+.-�_re...�.. .-� .................-.�..s �.� +w«r•rwr,rrw_e..n.rww.+.. .r 1 m LEGIBILITY !'I I I I 1 I I I I I.� I r I'I I I V I I I I I I f I I I I I ' . , •. M ., w :...x. VJWM4.Iul� .Inni4....gr M4diYrl:>deAL9;' �i�51'Y {1�M.I. MIL�...ww�-:'- ......,i.- � C 1 � � I I IIfIIIIIIItilllllllIlllllllll IIIIIIIII (IIIIIhr'"'"'�IIIIIII Iil�lll i II�III�II ��III�I�I II�IIIIII II�IIIIII III�IIIII IIII�IIII IIII IIII IIII�IIII�II�I�IIII II�� ►III IIII IIII'IIII�II�!!IIII�IIII . TRIP 0 I 2 3 a 5 l 1) i , i .._....._�.. . . .."` ' O mm.t cm f�i O 11 12 13 14 I b 1 T 119 19 20 21 2d+ � 23 24 � 5 26 27 26 29 30 01 ,x.. _ . . ._ . HON I INI�Ozz Wiwi lull t h-I-t! 11 IJ.11 rY" . ADDRESS: 1.575#7 SVJ 741p s TE OL H V) i r-+ J G7 C7 111 J i:\recordsVnicroflm\large;skbuiiding.doc d ac c c j3 0 N Ecc Ua)• 3o 3 d N E c � ( g Q) d N O c E T7 O UE Ns C CO t: a N 3 am) =0) ° no y c0 � r Tp °'= 8' (`� nca acid y rya Ea� o c3 (canoa� 2 d N _LL i> apr-. O !- O (n m O> O aJ O Qn�l ~ Qj rn co O) m 9 N N N N ~ (O N a N t` C7 � � � � � r � aNaaoa � a � � N N � w (o T p p p O Q 2 2 T. 2 = p = � = p p � _ _ z� CL '0'07) o = J Oo N© cn N n U) (1) rn Cl) cn o nnn nn (n (n fn (n N (n O N a a a a n. 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CL (I (L a G a a D Z) p :) D 7 = D a p D p D D ) : p :D D D (n ro m m m m m m m m m m m m m m m m m m °3 °7 CO O °U E N U t O C7 '0N 2 N N Y n C C y N 3 N O m U) C C a � x N T MO N L nom 0 C �o' C'O an N O 1!1 t E > f9 — a N 07 (D 2 OJ CQ, _y Z C'A E - E N a N co N 00 w 00 00 m a) m 6)m 0) 0) C) 00) M M m r i:�: f2 ti N N N N a a a o o x r x x o r x a D v d o > =J r N O O m (n En U) (nn O o a a a a a- a a s <a oo O T U m pp p LL a a s p a a M CO m m m m N w C: 0 o N N � a co U rn M M S co rn rn � rn a � v m M <O T v Q a' a) �0 N N N (V o a a a V) CN �J N V Q N N U 2 (i F-- N H J C� C7 a ac0i o d Z C �' m m Q. U U C V LL n �j ti _ m o oo o p o M uai N >_ U U U U U U U U U `I J J J J J J J J Q W W W W W W W W W d 0 z rn rn r, 'o V N N N CL a a a p0° m m z m m _ CL D v a> S J 00 N O d 0 w U) w <n 0 <n cn a (-) z v) z cn -n w w CDi o a o a a a as ti a r U m v W ca v. a o p coH mm i� o f It c 0 rno O C N F- UC) � a � V b M a N a NN O o a a a a cl) r4 '> a U a a � o. H N H $i J n OC LD UNC FF C O d N N C J C d C O O V a .� a LL C) ^ (U C fn (y in v o o SO 8 8 Z U U U U U U U i F- 0 a f- 0 w L w J w Q Q Z a z0 a �W V)0 3: ~ m 0 i, wtr n '^ Un Z) U O Z V)c UY rn rn o� rn rn °DUo`) of rn rn 00 N N n CH N N v T- CL m vd o d =r h M O u ( ai 0 cn cn cn cn J) W Un Un Un Un V) Un Un v) U N to n to (/) (n Un (10 (o (n (n to N w a a a a a a a a a a a a a a oly a a a a a a a a Q. a s a s a- a) .a m v Ja a a a a a 0_ a s 0 0 0_ a o V) 0 a � a � (070) C00 cn � r N m V C C C C C C C C m r o 'L n — 0 v o a� ;� Cl. p c r (1) N C N d > J 8 � € Cl. a d O n C C 2 QC L C C v C 7 Z) f7j C �- 1LL _j o s 19 d 0 J N 0 lLL d 3 a F- N lY m 0 �— LL CO N O r' C4 CN un) r u) LO 1C� = ' oO o ao� o r o UU U U U U U U U U U U U U Q J J J J J J J J J J J J J J a a a a a a a a a Cl a a a a a @ z \m o o _ D }k � � ce) � § \ \ \ \ \ \ \ a m a- � cl- a a (I � a) m' c 2 § \ \ ( § } § c \ g �0 � 2 � 7 IL � � © '> o u o § § \ e y \ / 2 �_ # E C� 2 a 0 § ) \ j \ t-- I e & � t m M 0 G a 2 f § « Cl) \ } \ 0 x } \ @ w Go 2 o A o 0 / j 00 N o [ ~ ° 0 L§ E z 2 \ § \ / \ k § k CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Phone: 6394171 Date Requested: I"30 171 , A.M. P.M. _ MS'T: � Location: /5757 46L) '7`�/fo k _ 131JP: / 7 G� Tenant: Suite: Biclg: �� MI?C:_ Contractor:4121:= «C} Phone. PLM: Owner: Phone: E[,C: Ii1.R: Sff: BUILDINGR�Wx2t – PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam PosUBeam Post/Beam Cover/Service Sewer/Storm Footing Roof UndFUSlab Rough-In Ceiling Water Line Slab Framing Top Out Gas bine Rough-In UG Sprinkler Foundation - ahon Sewer I Iood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace 'temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear!Sheath Fire Sklr/Alm Crawl/Found Dr Fleat Pump 1,ow Volt A rove Approved Approved Approved Approved Appr/Sdwlk N oved Not Approved Not Approved Not Approved Not Approved FINA FINAL, FINAL FINAL FINAL C1 Call for rei 0 Reinspection fee of S required before next inspection O Unable to inspect Inspector: Date: — 3 � _ Page of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: a( _ A.M. _ 'M MST: Location: -7 --7 1 l 5 7 •� I 77"t WAVE , BUP: Tenant: Suite:_ Bldg: MEC:_ Contractor:_ f��C 11.�S �_ L-[ , Phone: rj 4 5 PLM: _ r� Owner: _ Phone: ELC:_C7 S U2 B L IDC-' AT SG(Kn-t F'tJ l'�.- �P p_0 J ecT _ ELR:----- __ srr: BUILDING BLDG(con'() PLUMBING MECHANICALELECTRIC SITE Site Post/13=1 Post/Bcam Post/Beam CoverService Sewer/Stone Footing Roof 3Jndl-1/Slab Rough-In Ceiling Water Line Sint) Framing Top Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Ilixxl/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear/Sheath fire Spklr/Alm Crawl/Found Dr I lest Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved Not Approved Not Approved Not Approved Not Approved FINAL FINAL FINAL FINA FINAL TD I i—ce, O Cell for reinspection cinspection fee of S_ —requited before next 'ns tion 0 1lnable to inspect Inspector __ yr �/ --__._— Date�- __. 2 Page_ of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour ^Inspection Line: 6394175 Business Phone: 6394171 Date Requested: �-7 -�` S _C'r� �../� A.M. —_ P.M.- — MST: Q_r� 0.)_ f( Location: f J ! 4 -7 5 L� 7 4 / L �iG(�� I3UP:. ! /- 0. U Tenant:_ /- /Suite:p_ Bldg: _ MEC: Contractor: ;'Y� C._;,`Q Phone: ICS' _/ — /---2) q S__ PLM: (honer: _ —___Phone: O C,' (� ELC: EI.R: _ SIT: BUILDING G n't) PLUMBING MECHANICAL ELECTRICAL SITE Site ` - Post/Beam Post/Beant Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water bine Slab Framing Top Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Hood/DuLt Reconnect Vault Bsmt Dtunp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Thain A/C UG Slab Shear/Sheath Fir /Alm Crawl/Found it I leat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwlk vat Not Approved Not Approved Not Approved Not Approved INAL FINAL FINAL FINAL FINAL --- — - - -- - / -z?V/�'1G��1 � x/11 P" ---7—- — 11('rill fo einslkCtic r7 Reinspection fec of S _required before next inspection 1711)noble to inspect I11,;1W of - - --- Date �� Page _of _- CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: 2 —Z S- A.M. P.M. MST: Location:—L.L7 / L-- BUP: Tenant:_ Suite: 13ldg: WC :10 7—0 � Contractor:_ ione: " �� PLM:13 T0q 3 7 (honer: _ Phone: ELC: ELR:_ _ V LAAI _ nuc 97- 0396 BUILDING n't) 4C1rLUMBjW MECHANICAL ELECTRICAL SITE Site AM —1,os earn Cover/Service Sewer/Storm Footing Roof IJndFI/Slab Rough-hr Ceiling Water line Slab Framing Top Out Gas Linc Rough-In UG Sprinkler Foundation Insulation Ilood/Duct Reconnect Vault Bsmt Damp Drywall Stam Furnace Tcmp Service MISC. Masonry Ceiling Rain ThLr Hain A/C Uli Slabr 1 � Shear/Sheath Fire S klr/Alm Crawl/Found Low Volt IL Q Approved roved d Approved Approv Appr/Sdwlk o wed roved c Not Approved Not Approved FINAL FINAL FINAL r7 Cull Ihr ICI115 a rl Reinspection fee of Srequired before next inspection O I Inable to inspect P Inslxxinr _--_ - Dula � � _ Page_ of----- CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Phone: 639-4171 Date Requested: 5,Z-47 0 N A.M. _ P.M. MST: Location: .4'LL a I—IDCTS P W Aj E 1 (A E BUR Tenant:_ (lei E)usrZ4AL- -74TH Suite: _Bldg: WC: Contractor. L�i� 0' Phone: _1�1 59— 139 S PLM: _ — Owner. %one: ELC: 60 7 SIT: 9 — BUILDING BLDG(con't) PLUMBING MFCHANICAL FLECTRICAL Site Post/Beam Poat/Beam PostBavn ;;over/Service Sewer/Storm Footing Roof UndFl/Slab Rough-In Ceiling Water Luie Slab Framing Top Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Hood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Heat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwik Not Approved Not Approved Not Approved Not.Approved ved FINAL FINAL FINAL FINAL FINAL O Call for reinspection D Reinspection fee of Sreq rod hefo�grext inspection 0 Unable to inspect Inspector!- �� / / _- — 2 Page__ / of I CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC98-0021. DATE ISSUED: 01/13/98 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 PARCEL-. 2SI12DC-01500 SITE ADDRESS. . . : 15757 SW 74TH AVE #BLD SUBDIVISION. . . . :FANNO CREEK ACRE 'TRACTS ZONING: I-P BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :006 JURISDICTION: TIG Pro j e c t D e s cr i pt i on: 74th Ave Industrial Park ------------------------------------------------------------------- ---------- ---RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS-,--- --- --MISCELLANEOUS----- 1000 SF OR LESS. . . : 0 0 'C200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADDIL 500SF. . . : 0 201 400 amp. . . . . . . : 0 siGwouT LINE LTG. . : 0. LIMITED ENERGY. . . . . : 0 401 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANE. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . '. 0 ----SERVICE/FE(DER---- ----BRANCH CIRCUITS--- ---ADDIL INSPECTIONS----.-- 0 200 amp. . . . . . : 2 W/SERVICE OR FEEDER: 25 PER INSPECTION. . . . : 0 2'01 400 amp. . . . — : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 1000 amp. . . . . : 0 REVIEW SECT I 1000+- amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL- . : Reconnect only. . . . . : 0 SVC/FDR 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: FEES JIM CASTILE type amol-tnt by date recpt 8100 SW DURHAM RD PRMT $ 245. 00 JSD 01/ 1.3/98 98-.302441 TIGARD OR 97224 5FICT $ 12. 25 JSD 01/13/98 98-302441 Phone #: Contractor,: DICKINSONS ELECTRIC $ 257. 1-3 TOTAL 8449 SW BARBUR BLVD REQUIRED INSPECTIONS PORTLAND OR 97217 Ceiling Cover Elect' l Service Phone #: 246-3550 Wall Cover Elect' l Final Reg #. . : 000006 This permit is issued subject to the regulations contained in the Tigard Mijnicival Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 dais. ATTENTION: Oregon law requires you to follow *the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1 You Bay obtain a copy of these rules or direct questions to OX by callin, 5@3',14 1987, I s s 1-i e d IA y Permittee Signati-i -•-------OWNER INSTALLATION ONLY--------------------------------_. The NLY------------------------------- The installation is being made on property I own which is not intended f or sale, lease, or rent. OWNER' S SIGNATURE: DATE: -----__-__------CONTRACTOR INSTALLATION ONLY--------------------- SIONPTURE OF SUPR. ELECIN: DATE- LICENSE NO: .. 4++++......... ............... ................. ............ ............ Call 639-4175 by 7-00 P. m. for an inspect i an nepciiad the next bl.ts iness day +++4++-4........................................I....................................4 Id CITY OF TIGARD Electrical Permit Application Plan Check# 13125 SW HALL BLVD. Rec'd By TIGARD OR 97223 Date Recd I Date to P.E. Phone (503)639-4171, x304 Print or Type Date )DST �7 Inspection (503) 639-4175 Permit ri_G:_7?/ L Fax (503)684-7297 Incomplete or illegible will not be accepted Called 1. Job Address: 4. Complete Fee Schedule Below. Name Of Development Number of Inspections per permit allowed Name(or name of business)__2 7_5_7 ,<e �� Service included: Items Cost Sum Address rsy� Lr? 4a. Residential-per unit -r-� -7- 1000 sq ft.or less $110.00 4 City/State/Zip_. �/ Each additional 500 sq.ft.or Commercial Residential ❑ Limited thereof $25.00 1 mited Energy $25.00 Each Manul'd Home or Modular Dwelling Service or Feeder $68.00 _ 2 2a, Contractor installation only: (Attach copy of all current Ilconses) ,/" D. 4b.Services or Foeders Electrical Contractor /]I l Lk r 12 S e,1f Installation,alteration,or relocation c 200 amps or less _� $60.00 2 Address 201 amps to 400 amps $80.00 2 Cityy State Zip_L 401 amps to 600 amps $120.00 2 Phone No. t7L, s.S^G-U 601 amps to 1000 amps $180.00 2 Job No. Over 1000 amps or volts $340.00 2 Elec. Cont. Lice. No. A 6 % Exp.Date Jo- Reconnect only $50.00 2 OR State CCB Reg. No. _ Exp.Date G 17? `' 4c.Temporary Services or Feeders COT Business Tax or Metro No. Exp.Dale Installation,alteration,or relocation 200 amps or less $50.00 21 Signature of Supr. Elec' 201 amps to 400 amps $75.00 -Y 401 amps to 600 amps $100.00 OverB00 amps to 1000 volts, License No. � 5 _ Exp.Date see"b"above. Phone No. c 4d.Branch Circuits 2b. For owner installations: Now,alteration or extension per panel a)The fee for branch circuits with purchase of service or Print Owner's Name feeder fee. Address Each branch circuit $5.0c ,_- - b)The fee for branch circuits City State Zip without purchase of Phone No. I servire or feeder tee. ! First branch circuit $35.00 2 The installation is being made on property I own which is not Each additional branch circuit ' $5,00 2 2 intended for sale,lease or rent. 4e.Miscellaneous (Service or feeder not Included) Owner's Signature Each pump or irrigation circle $40.00 Each sign or outline lighting $40.00 2 3. Plan Review section (if requircid). ' Signal circuif(s)or a limited energy panel,alteration or extension $40.00 2 Please check appropriate Item Find enter fee In section 5B. Minor Labels(10) $100.00 4 or more residential units In one structure 4f.Each additional Inspection over -Service and feeder 225 amps or more the allowable In any of the above System over 600 volts nominal Per Inspection $35.00 Classified area or structure containing special occupancy Per hour $55.00 as described In N.E.C.Chapter 5 In Plant $55.00 Submit 2 sets of plans with application where Any of the above apply. S. Fees: Nct required for temporary construction services. 5s.Enter total of above lees $ y�/ 5%Surcharge(.05 X total fees) $ NOTICE Subtotal $ - 5b.Enter 25%of line 5a for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review if r9guire (Sec.3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTEq WORK IS COMMENCED. ❑ Trust Account ill Total balance Due $ �•�-.i.�- ��nsrs�errnn arc neV y,r. I ' CITY OF TIGARD BUILDING PERMIT DEVELOPMENT' SERVICES PERMIT #. . . . . . . : BUP97-024e 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 DATE ISSUED: 11 /26/97 PARCEL: 2S 1 12DC--01.500 SITE ADDRESS. . . : 1.5757 SW 74TH AVE #BLD SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I—P BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :OO6 JURISDICTION:TIG REISSUE: FLOOR AREAS-•------------ EXTERIOR WALL CONSTRUCTION— C LASS OF' WORK. :NEW FIRST. . . . : 6400 s f N: S: 1 HR E: W. � ,I TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?------------ - - TYPE PENINGS?---------- _ -TYRE OF CONST. -5N 0 sf N: S: E: W: OCCUPANCY GRP,. :B TOTAL-------: 5400 sf ROOF CONST: FIRE RET? : i OCCUF!ANCY LOAD: 8 BASEMENT. : 0 Sf AREA SEP. RATED: STOR. : 2 HT: 22 ft GARAGE. . . : 0 sf OCCU SLP. RATED: RELTU?RED -------- ------_ - - BSMT? :N MEZZ ..N ftEG?D SETBACKS--------- FLOOR LOAD. . . . : 60 ps f I._LF 1 : 0 ft RGHT: 0 ft FIR SPKI-:N SMOK DET. . :N DWELLING UNITS: 0 FRNT : 0 ft REAP: 0 ft F•IR AI_.RM:N HNDTCP ACC:Y BEDRMS: 0 BATHS: 0 IMF, SURFACE_: 0 PRO CORRIN PARKING: 0 VALUE. $ : 175000 R e m ar-l;s : Construct pre-manufactured building w/ianufacturing, office, 6 storage spaces. Owner: _________.___.___-----___--_-. ._..____.._ FEES --._.._____.------_-•_-/ JIM CASTILE type amoi_tnt by date recpt 8100 SW DURHAM RD PLCK 403. 33 BON 10/22/97 97-300302 TIGARD OR 97224 FIRF 240. 2O BON 1.0/22/97 9. 7--300302 PRMT $ 520, 50 DRA 11/26/97 97-301259 shone #: 639-1395 SPCT $ 31 , 03 DRA 11/26!97 97--301259 CDCB $ 12-.. . 10 DRA 11/26/97 97-3012'59 Contractor-: --------------------------- CDCP $ 125. 00 DRA 11/26/97 97 301.259 E.CCO/S R L LANDSCAPE EROS $ 64. 00 DRA 11 /26/97 97-301259 8100 SW DURHAM ROAD ERF'C $ 20. 80 DRA 97-3O1259' TIGARD OR 97224 ERPC $ 20. 80DRA- - 11/26/9797_301259 -_ - _-_.___ Ph o ri e #: (339-1395 $ 1658. 66 TOTAL Rey #. . : 000639 --------- REQUIRED INSPECTIONS ------- This permi+ is issued subject to the regulations contained in the Foot /Foitnd Insp Tigard Municipal Codr, State of Ore. Specialty Codes and all other Re i n f Steel Insp applicable laws. All work will be done in accordance with Slab Insp approved plans. This permit will expire if work is not started Framing Insp within 180 days of issuance, or if work is suspended for yore Insi.tlat ion Insp than 180 days. ATTENTION: Oregon law requires you to follow the Gyp Board Insp rules adopted by the Oregon. Utility Notification Center. Those Si.tsp Ceiing Insp rules are set forth in OAR 952-001-0010 through OAR 952-00101987.You many obtain a copy of these rules or direct questions to OINC by calling (503)246-1987. — - A 1.I T' I.s s I..t p d _y I eT Illlttee Slytn _ .� � ++++_J ++++r++++t++++++++.++++++++++•f•+.+++++++•++++ Call 6:39-4175 by 7:00 p. m. for an inspection needed the next business day +++++++++++++++A-+++++++++1 +tA+++++++++•F+++++++++++++++++++++++++++++++++++++++ Commercial building Peo nL I' atiQn city of rgam /21:ri Sw Mau Blvd. Tigard,OR 97=3 (503)439-al 71 10ctl a9 Jobsite Address:--115 5'? 5,1,x, ?4�-' _OFFICE USE ONLY mut Bbl N y.,�„ Tenant: Suite x Planck/Rec. ft i L1 "�t7 Valuation: L 5F U7J� °�° Permits MaP &TL>0e Owner. ,�T l 1—t✓- Address: D D AQorovals Reat ired Planning T'►�t° &)R. X17224 0 .� .. Engineering3 Telephone• _(v39 -- 1 -39C5 Other Contractor. F��i�/� 1,� 'yuci , Address: _ S l tbO T l(: liV b , C)lz 4-,zz4 Type of constr. V Telephone: �( ,3q I Occupancy Class: L3 F Contractor's License ! Sprinkler? Yes <N—P> (attach copy of current Oregon license) t{M Sq. Ft. Of Project: CI_ /�U D :ontact name b telephone: SIM GA�-JTILF L .a- '75i2 Story 2nd, etc.): _ ,-krchitect & Engineer: _ 1 LOLL tN GIN V-Vt21N&, Proposed Use: ��_1,lgr)IA ,µ Address: 1?v . �3G',`c Z 31 s�4 Previous use: hIDNF Note: Plumbing & mechanical plans must Telephone: (c2-G, be submitted at time of building permit application. rt LA JOB DESCRIPTION: �',r7N�r�u Y - (`/�,4,NU CT11kzCp LI(,bihlC�► Irl/ Md.tlLFer1'Cllzlty�� J 0 M=lCel LO (Applicant Signature Telephone Number) rr, f I117 Received by: �� I�/�� Date Received: =%ln.:cc ,CS-.l :Cia6 'ERMITS Account Description Amount Amt Pd, Balance Due- Building urBuilding Permit (BUILD) Plumbing Permit (PLUMB) Mechanical Permit (MECH) State Tax (TAX) Bldg. Plumb. Mech. Plan Check (PLANCK) s +ice Bldg. Plumb. Mach. Sower Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential'I'lF MF-R) Mass Transit TIF (TIF. Commercial TIF (TIF-C) Industrial TIF (TIF-q Institutional TIF (TIF4S) Office ',iF (TIF-0) Water Quality (WOUAL) Ln Water auanity (WQIJANT) ~ Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) LD - -J Erosion FlancklUSA (ERPLAN) Erosion PlancklCOT (EROSN) TOTALS: 1:'.CCMTI CCC (CST) TaigG CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT PERMIT #. . . . . . . . PLM97-0437 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 11/26/97 PARCEL-- 2SI12DC-01500 SITE ADDRESS. . . : 15757 SW 74TH AVE #BLD 'j SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I—P BLOCK. . . . . . . . . . : LOT.. . :006 JURISDICTION: TIG ----------------------------------------------------------------------------------------- CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :B FLOOR DRAINS. . . . . . : I TRAPS. . . . . . . . . . . . . . 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 4 CATCH BASINS. . . . . . . : 0 FIXTURES------------------ LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . : 4 URINALS. . . . . . . . . . . : 0 GREASE TRAP'S. . . . . . . . 0 LAVATORIES. . . . : 7 OTHER FIXTURES. . . . : 2 TUB/SHOWERS. . . : 0 SEWER LINE (ft ) . . . 0 WATER CLOSETS. : 4. WATER LjNE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN ( ft ) . . . : 0 Remarks : New bi.tildinq pltimbinq. Ownet-: -------------------------------------------------------- FEES ---------------- JIM CASTILE type amol-trit by date r-ecpt 8100 SW DURHAM RD PRMT $ 198. 00 DRA 11 /26/97 97-301261 TIGARD OR 972E'4 PICK $ 49. 50 DRA 11/26/97 97-301 2E,I 5PCT $ 9. 90 DRA 11/26/97 97-301261 Phone #: MICHAEL & CO PLUMBING P 0 BOX 23008 TIGARD OR 97281 --------------------------------------- Phone #- f-,39-3189 $ 257. 40 TOTAL Reg #. . : 000678 REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Spw(nt- Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other Water- Line Insp applicable laws. All work will be done in accordance with Water, Set-vice In approved plans. This permit will expire if work is not started PLM/Under-f 1 oor within 180 days of issuance, or if work is suspended for vore Top—oi-tt Insp than 180 days. ATTENTION: Oregon law requires you to follow rules Storm Drain Ins adopted by 'he Oregon Utility Notification Center. Those rules are Rain Drain T.nsp set forth in OAR 952-000I-010 through OAR 952-900I-0080. You may RP/Bacl(f low Prev obtain copies of these rules or direct questions to OUNC by calling Final Inspection 1503)246-1987. Issi-ted By: G Per-m ,ttee SignatLtre- ...........q...........................4...............4 ........... ........ Call. 639-4175 by 7-1710 p. m. for an inspection needed the next business day 4.........?-+-++++4.......................................................4-4. MEMO CITY OF TIGARD Plumbing Applicaltione c By 13125 SW HALL BLVD. Commercial and Residential �'��Q Date Recd to?/-�% Date to P.E. TIGARD; OR 9722300(6Date to DU 7 (503) 639-4171 Permit# P& Print or Type it'll Related SWR Incomplete or illegible applications will not be accepted Called P .c Name of DevelopmenUProject On back Indicate Work Performed by fixture. .lob %/t1, �iw�, �1 ��/ FIXTURES (Individual) QTY PRICE AMT Address Street Address Suite Sink s.00 /5!.7 J 51141 7y11 1 Lavatory 9.00 Bldg• City/state Zip Tub or Tub/Shower Comb. 9.00 Name Shower Only 9.00 r y C 413 Water Closet 9.00 Owner Mailing Address , Suite Dishwasher 9.00 5u' /1 '/1A'7/ Garbage Disposal 9.00 City/State Zip Phone - el, Washing Machine 9.U0 Name Floor Drain 2" 9.00 3" 9.00 Occupant Mailing Address Suite 4- 9.00 Water Heater O conversion O like Kind 9.00 City/State Zip Phone Laundry Room Tray 9.00 t-- Name / Urinal 9.00 /fir i ` 14, '41V,1#k, Other Fixtures(Specify; 9.00 Contractor Ma I' Address Suite 9.00 /c' !r7' a3r'r 9.00 Prior!.j permit City/State Zip Phone issuance,a copy /-/ �>;-j r:`. V%Jp/ 9.00 d all licenses are Oregon Const. :ont.Board Lic.# Exp.Dale 9.00 required if Sewer-1 at 100" 30.00 expired in COT Plumbing Lia# Exp.Date Sewer-each additional 100' 2590 _J database _ Name Water Service-1 st 100' 30.00 Architect Water Service-each additional 200' 25.00 or Mailing Address Suite Storm 8 Rain Drain- 1 st 100' 30.00 5lorrn 8 Rain Drain-each additional 100' 2500 Engineer City/State Zip Phone Mobile Home Space 25.00 Commercial Back Flow Prevention Device or Anti- 25.r0 Describe work News Addition O Alteration O Repair O Pollution Device _ to be done: Resid ntlal O Non-residential O Residential Backflow Prevention Device' 15.0171 Additional description of work: Any Trap or Waste Not Connected to a Fixture 9.00 Catch Basin 9.00 Insp of Existing Plumbing 4000 _ per/hr j Existing use of Specially Requested Inspections 40.00 budding or property per/hr Rain Drain,single family dwelling 30.00 � Proposed use of Grease Traps 9 00 budding or property QUANTITY TOTAL .- I hereby ackno% ledge that I have read this application,that the infonT ation Isonietnc or riser diagram is required d auandy Total b >9 given is cored,tont I am the owner or authorized agent of the owner,and •SUBTOTAL C m that plans submitted are in compliance with Oregon State Laws. con Signature of Owner/Agent,!`,/ Date 5%SURCHARGE / /D 3/ 9/ Co ct Person Name - P one PLAN REVIEW 25% OF SUBTOTAL Regwre�onllr d rixture qty total is>_9 _ TOTAL \� Minimum permit fee is S25-5%surcharge,except Residential 94cldlo_w_ Prevention Device,which is$15 4.5%surcharge I writabkns"doe wr PLEASE COMPLETE: Fixture Type Quantity, by Work Performed New Moved Replaced Removed/Capped Sink Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher Garbage Disposal — Washing Machine Floor Drain 2" — 411 Water Heater _ Laundry Room Tray -� Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: ha �7 '•r - G - 97 T HU 17 : 47 { P @ 1 MKOHAEL co O mWMBQNIG Remodel • Conshuctlon • Service Resldentlol • Commerclol 24 Hour Call TRANSMIT TO FAX NO.: Co$`+ - 7 DATE: COMPANY: -o I ra��- /P�h �� j NO. OF PAGES(Incl, this pg.) ATTENTION: ll�� / PHONE: rn��FROM: n PHONE: REFERENCE/COMIvIEfENTS: r n?(dY" 7-t N-- L qo r crn� J~„ti "� S i L �S�► P„ 1-I e- 40:1— . _ r- � � yori ��.�,,.7111 . `ITY F TIGARD Approved... ...................... I j Conditionally Ap; royr3d................................. 1 "(a -r.':,ed in: n For nrily the w pERMITNO. 1-0I13_! `reLetterto: Fo�,,, ..... ..••............ l: Job Address:1,f -- a �� J fay: � ..... ... �� .. .ww w.wM ire. .w• w4wA td Cr v' I_I 1 r = 48 -C P _ A2 Q ALL XZ80 S FT 37' 37' 33' 37' 3 I , I BLDG A n-: ,-1 I-Mcr- I PWMSING ALL 1920 SQ FT l P.O.Box 23008 Q ` Tigard,OR 9728" -- ------------- BLDG B L!_ 80 ' 64 � BLDG C 3200 2560 UT-T ( r2) 1Cl•yeQ ,loi I , BLDG D 64 , 42; i �.2 S &Q Y LAJ T fi wG _ k— I- 51-it- S �� ! - M k � n 7 w z l �' / / � � CITY O F T I G A R D MECHANMIT ICAI PER DEVELOPMENT SERVICES PERMIT #. . . . . . . : MEC97-0428 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 11/c,26/97 PARCEL: 2SI12DC-01500 CITE ADDRESS. . . : 1.5757 SW 74TH AVE #BLD SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I--P BLOCK. . . . . . . : LOT. . . . . . . . . . . . . :006 JURISDICTION: TIG CLASS OF WORK. . :NEW FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . ; 4 OCCUPANCY GRP. . :B VENTS 1410 APPL- 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL 0-3 HP. . . . - 0 DOMES. INCIN: 0 . 1) 3-15 HF-". . . . : 0 COMML. INCIN: 0 MAX INPUT: 0 B T U 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?. . : 30-50 HP. - - - : 0 WOODSTOVES. - : 0 GAS PRESSURE. . . 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF AIR HONDLING UNITS OTHER UNITS. - 0 FURN ( 100K BTU: 0 1.0000 rfm- 0 GAS OUTLETS. : 0 FURN ) =100K BTU: 0 > 10000 cfm : 0 Remarks : installing four vent fans Owner: FEES ---------------- CAPTTI-E, JIM & AUDREY type amoi-tnt by date r,ecpt elOO- SW DURHAM RD PRMT $ 25. 00 DRA 11/26/97 97-301262 TIGARD OR 97224 5PCT $ ORA 11/26/97 97-301262 Phone #: Ccritv-actot-: EC,-n/c:AL LANDSCAPE 08100 SW DURHAM RD $ 26. 225 TOTAL TIGVRD OR 97224 Phone #: 639-1395 Reg #- . : 000639 REWIRED INSPECTIONS This permit is issued subject to the regulations contained in the Mechanical Insp Tiga-d Municipal Cole, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. ThAs persit wili expire if work is not started withii, 180 days a' issuance, or if work is suspended for sure than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 92-001-0090. YOU may obtain copies of these rules or direct qL tions to OUNC by calling Issi-I B y Ppv,mittee Si gnat i-tv,e 'JAPI, Ll" ............4....................................4-++++ Call 639-4175 by 7:00 p. m. for inspections need, d the next bfAsineSS day ..........................4-4-+-#...................4-+4........ Plan Che CITY QF TIGARD Mechanical Permit Application Recd 81- j 13125 SW HALL BLVD. Commercial and Residential Date Recd o- W TIGARD, OR 97223 1i l '( Date to P.E. (\ DC (503) 639-4171, x304 ��,��''� Date to DST Print or Type Permit At ` Cit Z Incomplete or illegible applications will not be accepted Called Namb of DevelopmenVProiect e Description , H, -; , T' �`f' /` Table 1A Mechanical Code OTY PRICE AMT Job at Address sudaM A) Permit Fee 0 -0- 1000 Address /5 7 Bldg* city/slate Zip 1.) F,-nate to 100,000 BTU 6.00 including duds R vents Name(or name of business) 21 -1 .) Furnace 100,000 BTU+ 7.50 Owner ,?/:r 41 I ��75 1sLt`' including duds&vents Mailing A dress , 3.) Floor Furnace ' i C'C% ilGl ,/��.'!ir/AC 6.00 including vent City/State Zip Phone 4.) Suspended heater,wall heater 6.00 or floor mounted heater Name(or name of business) 5.) Vent not included in appliance penult 3.00 Occupant Mailing Address 6.) Boiler or comp,heat pump,air Gond. 6.00 to 3 FIR absorb unit to 100K BUT" cayrstate Zip Phone 7.) Boiler or comp,heat pump,air Gond. 11.00 3-15 HP;absorb unit to 500K B1U" Contractor Name 8.) Boiler or comp,heat lump,air Gond. 15.00 L-e""6) 15-30 HP;absorb unit.5-1 mil BTU" Prior to permit Mailing Address / �+ 9.) Boiler or comp,heat pump,air Gond. 22.50 issuance,a copy i!JO y'a' 30-50 HP;absorb unit 1-1.75mil BTU" of all licenses City/state ZIP Phone 10.) Boiler or comp,heat pump,air Gond. 37.50 are required ifC✓ QIf.� �y/� T V 'r'� 9� >50 FIR absorb unit 1.75 mil BTU" expired in COT Oregon Conn.Cont.Board Lic.N Exp.Date 11.) Air handling unit to 10,000 CFM 4.50 database Architect Name 13) Non-portable evaporate cooler 450 or Masing Address 14.) Vent fan connected to a single duct 3.00 � ,1 Engineer Cityistale - Zip Phone 15.) Ventilation system not included in 4.50 appliance permit _ Describe work New O Addition O Alteration O Repair O 16.) Hood served by mechanical exhaust 450 to be done Residential O Non-residential O Additional Description of work: 17) Domestic incinerators 7.50 1 B.) Commercial or industrial type 30.00 _ Incinerator Existing use of 19.) Repair units 4.50 building or preoerty _ _ 20.) Wood stave 4.50 Proposed use of 21 ) Clothes dryer,etc. 4.50 building or property 22) Other units 4.50 Type of fuel-oil O natural gas O LPG O electric O 23) Gas piping one to four outlets 2.00 I hereby acknowledge that I have read this application,that the 24) More than 4-per outlets(each) 50 information given is carred,that I am the twner or authorized agent of the owner,that Flans submitted are in compliance with Oregon State OTY. SUBTOTAL laws. Sigr re of Owner/Agent Date 'SUBTOTAL (_ 5%SURCHARGE � I Contact Person Name Phone PLAN REVIEW 25%OF SUBTOTAL 6,111 L j` TOTAL rimechpmt doc (rev 9 'Minimum permit fee is$25+5 surcha e "Residential A/C requires site plan showing�tacement of unit. CITY OF TIGARD DEVELOPMENT SERVICES SEWERCONNECTION F'EOM 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 F'E RM I T #. . . . . . . : SWR97-0395 DATE ISSUED: 11/6/97 PARCEL: 2S112DC-01500 SITE ADDRESS. . . : 15717 SW 74TH AVE #BL.D SUBDIVISION. . . . :FANNO CREEK ACRE TRACTS ZONING: I-F' BLOCK. . . . . . . . . . LOI.. . . . . . . . . . . . . :006 JURISDICTION: TIG TENANT NAME. . . . . :74TH AVE INDUSTRIAL PARK USA NO. . . . . . . . . . . FIXTURE UNITS. . . . 2-3 CLASS OF WORK. . . ::NEW DWELLING UNITS. . : 1 TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 1NSTALI_ -rYF'E. . . . :BUSWR IMPERV SURFACE: 0 sf Remarks : F'll.tmbing for bl_iilding shell UWTier: --- ______.___...._..__._..._.._.____-_..____.____._._.._..---•--------_-•--•--______- FEES JIM CASTILE type amoi-trit by date recpt 8100 SW DURHAM RD F'RMT $ 2200. 00 DRA 11/26/97 97-301256 ZIGARD OR 972i_4 INSF' $ 45. 00 DRA 11/26/97 97-301256 Phone #: Contractor: -- .____________________--•----._.__._ OWNER F'h o n e #: t 2245. 00 TOTAL. ------- REQUIRED 1 NSF'ECT I ONS ----- -- Thi; Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the _ permit expires. The Agency does rat guarantee the accuracy of the ___--______.._,__ side sewer laterals. if the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-901-0010 through DAR 9524001-9089. You may obtain copies of these rules or 4400 gamstions to OUNC by calling 15031246-1987. ( / X ' s d I� ut//► - _._ Permittee Signati_ire: + '+-4.+++'++•+++-L++++++.+++++.+•++++++++++++'++++•++++++++++++'++++++... ++++++++++++++++'+ Call 639-4175 by 7:00 p. m. for an inspection needed the next bl_tsiness day 4 ++++++++++++++++t+++++++++++++++++++++++++++++++++++++++++++++++++•1+++++++++•+++ — Accumulative Sewer Tally Tenant Name: � 1�V(A Q pay This SWR# - – bzi`' Address: t This PLNI#: Fixture Value Previous Previous Credits Cappeii Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off#s count value values Baptist/Font 4 Bath -Tub/Shower 4 -Jacuzzi/Whirlpool 4 Car Wash - Each Stall 6 -Drive Through 16 Cuspidor/Water Aspirator 1 Dishy asher-Commercial 4 _ -Domestic 2 Drinking Fountain 1 Eye Wash 1 _ Floor Drain/sink-2 inch 2 -3 inch 5 _ -4 inch 6 _ Car Wash Drn 6 Garbage Disposal 16 Domestic Ito 3/4 HP) Commercial(to 5 HP) 32 Industrial (over 5 HP) 48 Ice Machine/Refrigerator Drains 1 Oil Sep(Gas Station) 6 Rec. Vehicle Dump Station 16 _ Shower- Gang(Per Head) 1 — St311 2 - Sink - B4r/Lavatory 2 Bradley 5 _ v� Commercial 3 1 Service _ 3 Swimming Pool Filter 1 Washer- Clothes 6 _Water Extractor 6 Water Closet- Toilet 6 I 1 Urinal 6 v-, TOTALS _ 7 Total fixture values- 2"J divided by 16 EDU t t HISTORY 0 PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# _SWR# _ _ PLM# EDU# SWR# _PLM# EDU# _SWR# PLM# EDU# SWR# _ PLM# EDU# SWR# PLM# EDU# SWR# '.dsts�swrtaly doc CITY OF TIGARD MECHANICAL DEVELOPMENT SERVICESPIERr1IT PERMIT #. . . . . . . : MEC97--0429 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 DATE ISSUED: II/L6/97 F,ARCEL: 2S112DC-01500 SITE ADDRESS. . . : 15717 SW 74TH AVE #BLD SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I—F' BLOCK. . . . . . . . . . . L01.. . . . . . . . . . . . . :006 JURISDICTION: TIG CLASS OF WORK. . :NEW FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . : 0 OCCUF,ANCY GRP. . :B VENTS W/O APPI_: 0 VENT SYSTEMS: STORIFS. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL TYPES------------- 0-3 HP. . . . : 0 DOMES. I NC I N: 0 : ? --15 HF'. . . . : 0 COMML. I NC I N: 0 MAX I NF'UT: 0 BTU 15-30 HF'. . . . : 0 REF,A I R UNITS: 0 FIRE DAMPERS?. . : 30-1-50 HF.. . . . : 0 WOODSTOVES. . : 0 GAS F,RESSURE. . . : 50+ 0 CLO DRYERS. . : 0 NO. OF UNITS------------ AIR HANDLING UNITS OTHER UNITS. : 0 Ft.1RN < 100K BTU: 0 (= 1.0000 cfm: 0 GAS OUTLETS. . 0 FURN ) -100K BTU: 0 > 1"3000 cfm : 0 Remarks : Installing two vent fans Owner.: ___..-----._________-----__________.________._-----.-------.—__— FEES ----------------- CASTILE, JIM R. AUDREY type amoi.tnt by date recpt 8100 SW DURHAM RD F'RMI $ 25. 00 DRA 11/26/97 97-301258 TIGARD OR 9721:--_4 5r-,CT $ 1. 25 DRA 11/26/97 17--301258 Flhone #: Contractor: ECCO/SR•L LANDSCAPE 08100 SW DURHAM RD _______._-----------.--------- -----_____—. 26. 25 TOTAL. TIGARD OR 97224 F1hone #: 639-1395 Reg #. . : 0006.39 --- ---- REQUIRED I NSPECT I ONS This permit is issued subject to the regulations contained it the Mechanical Tnsp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with appruved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules _ adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling i 1 sl_iBy : /► Permittee Signati.ire :. Q +++?-+++++++++++++++++++++++++++++++++++++++++++++++++++++++•++++++++++++++++++++ Call 639- 4175 by 7:00 p. m. for- inspections needed the next bi_isiness day ++++++++++++++++++++++f+++•++++++++++++++++++.+++++++++++++++++++-l-+++++++++++++++ CITY OF TIGARD Mechanical Permit Application -tan Chec J 13125 SW HALL BLVD. Commercial and Residential Qr�� Date Rer', 1 Io- 'i-� TIGARD, OR 97223k), Date to P.E. J (503) 639-4171, x304 Date to D T Print or Type `�� Permit Incomplete or illegible applications will not be accepted Called Name of Developmer,UProied / Description Table 1A Mechanical Code OTY PRICE• AMT Job Street Address suitex Address / A) Permit Fee 10.00 Bldgayl5tatei C zip ?� 1.) Furnace to 100,000 BTU i p,•c yy� inGuding ducts&vents 6.00 AgjR a(or name or business) _ 2.) Fumace 100,000 BTU+ l � Owner .l„); /�y(7/i! "-,7S114-' inGuding ducts 8 vents 7.50 lllnq Addrese ` / ley o yLL% Leo 4rin1 ki/ 3.1 Floor Furnaceen 6.00 Citylstate including vent f/ Zip Phone 4.) Suspended heater,wall heater T/ r i 6.00 or floor mounted Hester Name(or Home or business) 5.) Vent not included in appliance permit 3,00 Occupant Marling Address 5.) Boiler or comp,heat pump,air Gond. 6.00 to 3 HP;absorb unit to 100K BUT" C;tyistate ZiP7 Phone 7.) Boiler or comp,heat pump,air Gond. 11.00 3-15 HP;absorb unit to 500K BTU" Cotrtractor Name / 8.) Boiler or comp,heat pump,air Gond. 15.00 l i Cc OrYs/ 11-30 HP;absorb unit.5-1 mil BTU" Prior to permit Maiiinq Addross 9) Boiler or comp,heat pump,air Gond. 22.50 issuance,a copy 1.1.11K'4� !iiy) ,G1i��fi�i�� fps BTU- of all licenses cityistata 30-50 HP;absorb unit 1-1.75mi1 BTU"' zip Prions are required if ? �'�'�� G'i y'ilJy , 10.) Boiler or corn p,heat pump,a+ end. 37.50 4' - _ _ expired In COT Oregon Const.Cont.Board Lica Y E >50 HP;absorb unit 1.75 n d;TU" database xp.Dara 11.) Air handling unit to 10,000 CFM 4.50 Architect Name 13.) Non-portable evaporate cooler 4.50 Or Melling Address 14.) Vent fan connected to a single duct 3.00 _ I? Engineer CkyiSlate Zip Phone 4.50 1S.) Ventilation system not included in appliance permit Descnbe work New O Addition O Alteration O Repair O 16.) Hood served by mechanical exhaust 4.50 to be done Residential O Non-residential O Additional Description of work: 17.) Domestic incinerators 7.50 18) ommercial or industrial type 30.00 Incinerator _ Existing use of 19.) Repair units building or property_ 450 20.) Wood stove 450 Proposed use of building or property 21 ) Clothes dryer,etc. 4 50 _ - _`- - 22) Other units - I 4.50 Type of fuel-oil O natural gas U LPC;O electnc O 23.) Gas piping one to four outlets 2.00 I hereby acknowledge that I have read this application,that the 24) More than 4-per outlets(each) ,q information qiven is correct,that I am the owner or authorized agent of -� the owner,that plans submitted are in compliance with Oregon State QTY ) ,�! BTOTAI. laws -- ii� Signature of OwneNAgent Date - J 'SUBTOTAL l�/3/A.� �5/6SURCHARGE " CorWt Person Name Phone !' PIAN REVIEW 25%OF SUBTOTAL TOTAL vnechp t doc (rev 9 --� ,_J 'Minimum pertnit fee is S25-57/.surr;hafge "Residential AIC requires site plan showing placx!ment of unit. CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT PERMIT #. . . . . . . : PLM97-0438 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 11/26/97 PARCEL-: 2SI1.2DC-01500 SITE ADDRESS. . . : 15717 SW 74TH AVE #BLD SUBDIVISION. . . . : FANNO CREEK ACRE TRACTS ZONING: I-P bLOCV. . . . . . . . . . : 1-OT. . . . . . . . . . . . . .006 JURISDICTION: TIG CLASS OF WO;�K. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH. . . . : . : 0 PACKFL.OW PREVNTRS. . : 0 OCCUPANCY GRP. . :B FL-OOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . : 1A STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0 FIXTURES-------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . : 1, URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . ., . . . . : 0 LAVATORIES. . . . : 4 OTHER F=IXTURES. . . . : 0 TUB/SHOWERS. . . ; 0 SEWER L-INE (ft ) . . . .- 0 WATER CL.OSETS. : 2 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks : Plumbing for building shell Owner: FEES -------------- CASTILE, JIM & AUDREY type aMOLInt by date reg_-pt 8100 SW DURHAM RD PRMT $ 63. 00 DRA 11/26/97 97--301257 TIGARD OR 97224 5PCT $ 3. 15 DRA 11/26/97 97--301.25*7 Phone #: MICHAEL R. CO PL..UMRING P 0 BOX 23008 TIGARD OR 97281 ......-------------------------------------- Phone #: 639--3189 $ 66. 15 TOTAL Reg #. . : 000678 ------- REQUIRED INSPECTIONS This pervit is issued subject to the regulations contained in the FILM/Undprf I onr Tigard Municipal Code, State of Ore. Specialty Codes and all other Top—ol-rt Insp Applicable laws. All work will be done in accordance with Misc. Inspection approved plans. This peroit will expire if work is not started Final Inspection within 180 days of isivance, or if nork is suspended for tore than 180 days. ATTENTION: Oregon law requires you to follow rulas adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-8001-0010 through OAR W-MI-ONO. You say obtain copies of these rules or direct questions to OUNC by calling --- --- T s s i.t e BY: Permittee ...................4L..................I...................++++ ............... Call 639-4175 by 'r' :00 p. m. for an inspection nePded t h e next bL,;- in e s s day 4++4-+++++++++;............1 ++-4.................................f ++++.4-++-,.++++++++++ CITY OF TIGARD Plumbing pr A Application J Recd 8y 13125 SW HALL BLVD. Commercial and Residential �1/0 Date Recd /'10 TIGARD, OR 97223 Date to P.E. (503) 639-4171 �� Date to DST JA Permit#Cli�,1h`_�5 Print or Type Related SWR -'I / 51 Incomplete or illegible applications will not be accepted Called Name of Development/Project On back Indicate Work Performed by fixture. Job er'j FIXTURES (individual) QTY PRICE AMT Address Street Address Suite Sink � 9.00 A ;'1;7 5.,1 -Z11,1"11 Lavatory 9.00 Bldg# City/State Zip Tub or Tub/Shower Comb, 9.00 Name Shower Only 9.00 hi, r (!/5 X`C' Water Closet 9.00 J Y Owner Mailing Address Suite Dishwasher 9.00 A� Garbage Disposal 9.00 City/State Zip Phone / .-ol Li'l S�%lly G 3J-/j�� Washing Machine 9.00 Name I Floor Drain 2" 9.00 _ Y 9.00 Occupant Mailing Address Suite 4' 9.00 City/State Zip Phone Water Heater O conversion O If kind 9.00 Laundry Room Tray 9.00 ;ame Urinal 9.00 /VY i �r Other Fixtures(Specify) 900 Contractor Mailing Address Suite 9.00 !fit, A"' Prior to permit City/State Zip Phone TOO issuance,a copy I l V12"I 9.00 of all licenses are Oregon Const.Cont.Board I_ic.# Exp.Date 9.00 required if Sewer-1 st 100" 30.00 expired in COT Plumbing Lic.# Exp.Dale Sewer-each additional 100' 25.00 database Name Water Service-1st 100' 30.00 Architect IY//;'/; Water Service-each additional 200' 25.00 Or Mailing Address Suite Storm&Rain Drain-1st 100' 30.00 Storm&Rain Drain-each additional 101 25.00 Engineer City/State Zip Phone Mobile Home Space 25.00 Commercial Back r low Prevention Device or Anti- 25.00 Describe work New O Addition O Alteration O Repair O Pollution Device to be done: Residential O Non-residential O Residential Backflow Prevention Device" 1500 Additional description of work: Any Trap or Waste Not Connected to a Fixture 9.00 Catch Basin — 900 Insp.of Existiny Plumbing 40.00 per/hr Existing use of Specially Requesied Inspections 40.00 building or property_ per/hr .L Rain Drain,single family dwelling 30.00 I" Proposed use of - V building or properly Grease Traps 900 _ I-' _ QUANTITY TOTAL «- I hereby acknowledge that I have read this application,that the information Isometric or riser diagram is required d Quandt'Total is >4 given is correct.that I am tt.e owner or authorized agent of the owner,and m that plans submitted are in compliance with Oregon Slate Laws 'SURTO I AL n Signature of OwneriAgerlt. + Date 5 r1: /tee 5%SURCHARGE PLAN REVIEW 25%OF SUBTOTAL CO Qt Person N a ,e Phone Required only it nature qty total is>9 �q r%AS 1,11 i'� /3�i TOTAL . i � •Minimum permit fee is$25+ 5%surcharge,except Residential 6ackftow Prevention Device,which is$15+5%surcharge datsVima o doc 5/97 PLEASE COMPLETE,° Fixture Type Quantity by Work Performed New Mov)d Replaced Removed/Capped Sink Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher _ Garbage Disposal Washing Machine Floor Drain 2" 3„ 4" Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: Ln J L _--_ l J F� J J }. 7 / � 0 i _yq , i It I CC � � W � � Z N w -� J g N i C� MR CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION PERP9IT 13125 SW Hall Blvd.,Tigard,OR 97223 (503)6394171 PERMIT #. . . . . . . : SWR97--0396 DATE ISSUED : 11/26/97 PARCEL: 2S112DC-01500 SITE ADDRESS. . . : 15757 SW 74TH AVE #131_.1) SUBDIVISION. . . . :FANNO CREEK ACRE TRACTS ZONING: I--P BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . .006 J'URISDICT'ION: TIG ------------ TENANT NAME. . . . . :74TH INDUSTRIAL PARK USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 52 CLASS OF WORE:. . . ::NEW DWELLING UNITS. . : 3 TYPE OF USE. . . . . :GDM NO. OF BUILDINGS: 1 INSTALL TYPE. . . . .LTPSWR IMPERV SURFACE: 0 sf Remarks : New bi_iil.ding RE: FILM97--0437 Owner-: ---------------------------------------•---------------- FEES ------------------ JIM CASTILE type amoi_:nt by date recpt 8100 SW DURHAM RD PRMT $ 6600. 00 DRA 11/26/97 97-301260 TIGARD OR 97224 INSP $ 45. 00 DRA 11/26/97 97-301260 Phone #: Contractor: OWNER phone #: E 6645. 00 TOTAL Reg #. . -. ------- REQUIRED INSPECTIONS -------- This Applicant agrees to comply with all the rules and regulations Sewer Inspect ion of the Unified Sewage Agency. The permit expires 160 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notifi,-ation Center. Those rules are set forth in OAR 952-P81-0010 through OAR 952-0001-8888. You may obtain copies of �_ these rules erillrnt questions to OUNC by calling 1503)246-1987. 1 ;=lie by : P rmittee Signature:j—, s4++++++++++++ -++++++++++++++++++++++++++•+++++++++++++++++++++++++++++++++++++++ Call 6,.39-4175 by 7:00 p. m. for an inspection nPPried the nPNt bL:siness day 1++++++++++t-F+++++++++++t++t++.+++++++++++++•F+++++++++++++++++++++++++++++++++++ 'tenant Name: 7Y 1A)ZV6;7-,014& Accumulative Sewer Tally This Swpir: 5e)U)9-97-b3 Address: la7 S-7 -7477-1--7- This PLM#: Fixture Value Previous rr Previous Credits Capped Rxtures Fixtures New New Value Capped off value added# added total#s total Count off#s court value values Baptistry/Font 4 Bath-Tub/Shower 4 Jacuz/Whpl 4 Car Wash-Each Stall e -Drive Through 18 Cuspidor/Water Aspirator 1 Dishwasher-Commer 4 -Domest 2 Drinking Fountain 1 Eve Wash 1 Floor Drain/sink 2 inch 2 3 inch 5 4 Inch 9 Car Wash Drain 8 Garbage Disposal 18 Dom Ito 314 HPI Comm Ito 5 HP) 32 Ind lover 5 HP) 48 Ice Machine/Refrigerator Drains 1 Oil Seo leas Station) e Recreational Vehicle Dump Station 18 Shower-Gang(Per Head) 1 Stall 2 Sink • Ber/Lavetery 2 �L Bradlev 5 Commerrial 3 G Service 3 Swimming Pool Filter 1 Washer, Clothes 8 n Un Water Extractor 8 Water Closet. Toilet Urinal TOTALS G� Total fixture values: G divided by 16 = " ' EDU C ;Jl-f HISTORY f PLM# EDU# SWR# �-4 f 5 �� PLM#� EDU# SWR# `—`-- PLM# EDU# SWR# PLM# EDU# SWR# PLM# 'EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR#