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15695 SW 74TH AVENUE-1 i f 74t AVE a CK) N) D q1 � o � O U N O a' S 'Ail Ad J_i _ �> NN m � N 0 ID O +• m 0 O _OF CONTENT S y'' C N C %.' � Tom WE-EDSTEEL/ASK4 �NINEERlNO CSHELL) U N v= Till . COVER SHEET NiGGL 1 ENQINEERING (T NANT) C 3 x o N2 -- FRAMING DETAILS 01 COVER SHEET ° �' n _--t PLAN 02 GENERAL INFORMATION o PLAN 03 ____ GENERAL INFORMATION ' 3 --- ELEVATION m.4— 5UILDING PLAN/NOTES 4 - ELEVATION Pj-il�tr�; t: ELFVATICN 1.0 SITE INFORMATION S�`; - 6 - -- ELEVATIONX `' 1.1 I � SITE P AN/C ELEVATION L AI'°IPUS PLAN 12 SECTION _ F'ACILITIE5 PLAN B - _ - ' C1 DETAIL 2.0 f3�DING PLANS �L C2 DETAIL w SI DETAIL 2-1 FIRST 4 SECOND FLOOR PLAN � 2.1,4 _ '7 ,� ` :e 52 DETAIL SPECIAL BUILDING FOOTINccv p f3GNITA U _ 53 _ DETAIL SUITS }' p 64 DETAIL 350 3-10 65 — DETAIL 22 . FIRST FLOOR PLAN _J q 56 _ DETAIL 23 SECOND FLOOR PLAN - `� G1 DETAIL �.4 _ FOUNDATION PLAN PI DETAIL 2.5 -- FRAMING PLAN SUITS 330 4 390 �0 2.(a _.__._ _. FIRST FLOOR S.W. ECOND FLOOR .W. DURHAM RD. � 2.B FOUNDATION PLAN S.W_ SNAPPER 2.9 2nd FLOOR FRAMING PLAN i T IC�AI�:D � _ ' � '. J HiL'.4H U.S.A. 3.0 ELEVATIONS Q SCHOOL TREATMENT 6 `n PLANT 3.1 --- ELEVATIONS a: flffYt CITY OF TIGARD 4.0 5LDG. SECTIONS F-- ° approved.... 11.! , �anditian IIY Approved................... ..... ..... ........ 4.1 T.I. SECTIONS ° . z N ....... a For only thework .............•.( 42 T.I. SECTfONS rn NQffriH �'ERrl�llT N.C1as described in: 5.0 DETAILS o VICINITY _ �'� �� f f f ,�, " MAF' Sae Leer to: Fellow..,., `�–_ 5.1 DETAILS -_, Crf 52 DETAILS � 0 I Attach....................... ' 4 f f e, Ln job Address' r ... �, 53 DETAILS 0 . . , �--� E • - 5-4 — DETAILS ° -- ° CZ � C DETAILS 40 ** - W cc) Q U11DING H U w c7 DATE. B-28-98 f5U I_U INCi F=ERMIT 5UE3M I TTAL DRN BY: DJE * REFER TO NICOLI ENGINEERING DOCUt-1ENT CHO BY: JDA 2.1/A FOR SPECIAL AUGER PILE REQUIREMENTS JOB #: 980622 4 2.4, 2.8 FOR TENANT SPACE FOOT INS6_ DWS #: CO.1 0.1 GE: IF THE PRINT OR TYPE ON ANY IMAGE 1S NOT AS CLEAR AS THIS NOTICE, -r-II_II ( r ► ( I + I ( i 1111111 I + 1 ( T1T 1 ( 11111 III (-�-III fII iI-I III ' ' -f II-r :TII .( � I III III I � I I � f -III IIII � I III III III I I f I"fJ11I � IIl IJillI I <1 2 3 I I , I I I 7 _ 1 1 l 12 IT IS DUE TO THE QUALITY OF THE __ No.3g ��. w. ,. a.r.,. ORIGINAL DOCUMENT E_ 6 Z g Z—-L Z 9 Z Z fi Z7EII ~ ZZ � _ - . im NilLI eIL 9 9 s 7, IINil" II IIII IIL IIII Ill 1111 IIIlIll111111 III Ilii Illi 1111 lilt ail! 1111 IIII IIII IIII H I I IIII IIII M11111'11'111.1 11 IIIL .11llllil IIII 1.111 1.1.1.1 lll� 1� fl(111�11 DESIGN LOADS:, GENERAL NOTES (CONT. DESIGN ROOF SNOW LOAD: 2 5 PSF DESIGN WIND LOAD: 80 MPH, EXPOSURE '131 11. SHOP PRIMER IS A RUST INHIBITIVE PRIMER. THIS PAINT IS NOT INTENDED FOR DESIGN SOIL BEARING PRESSURE: 1540 PSF LONGTERM EXPOSURE TO THE ELEMENTS. 12. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS:DEI-LECTION CRITERIA: ANCHOR BOLTS: ASTM A-307 BUILDING FRAME BOLTS: ASTM A-307, U.N.O. ROOF PURLINS: U240 (LIVE LOAD) AND L/180 (TOTAL LOAD) ALL BOLI HOLES TO BE 1/16" LARGER THAN NOMINAL BOLT DIAMETER, U.N.O. WALL GIRTS: L/120 (WIND LOAD) INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE gnLT TYPICAL FRAMING : DIAMETER PLUS 1/1 G". SIZE WASHER TO COVER ENTIRE HOLE. 13. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR #4 BARS ROOF PURLINS: 169a G" X 1 5/8" STEEL 'C' @ 24" O.C. AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE MESH SHALL CONFORM TO WALL GIRTS: 2 X 6 #2 @ 24" O.C. ASTM A-185 (70 KSI MIN. Fy). LAI' SLAB EDGE BARS MIDWAY BETWEEN COLUMNS. GENERAL NOTES: ALL LAPS TO BE 40 BAR DIAMETERS MIN., U.N.O. 14. CONCRETE STRENGTH: 2500 PSI MIN. AT 28 DAYS 1 . CONTRACTOR/OWNER TO VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS 15. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO UNDISTURBED, AND NOTIFY WEB STEEL BUILDINGS REGARDING DISCREPENCIES PRIOR TO START OF WORK. NATIVE SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT 2. DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED TO BE THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES, 16. LUMBER SHALL BE DOUGLAS FIR-LARCH OF GRADE AND SIZE AS SPECIFIED 3. BUILDING DESIGN CONFORMS TO 1994 U.E.C. IN ABOVE NOTES AND ON PLANS. 4. THE SUPPLYING OF STAMPED ENGINEERING CALCULATIONS AND DRAWINGS FOR THIS METAL 17. LAG SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 23-111-U AND 2.3-III-A. BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT WEB STEEL BUILDINGS, PREDRILL HOLES, IF NECESSARY, TO PREVENT SPLITTING OF WOOD. INC. OR ASK4 ENGINEERING, INC. 1S ACTING AS THE ENGINEER OR ARCHITECT OF RECORD OR 18. SILL PLATE SHALL BE 2 X 6 PRESSURE TREATED ATTACHED TO FOUNDATION WITH: DESIGN P'ROFESSIDNAL FOR THE WHOLE OF THE PROJECT. -HILTI DN72S36 POWDER ACTUATED FASTENERS (OR EQUAL) AT 2' O.C. 5. THESE DOCUMENTS ARE STAMPED ONLY AS TO THE COMPONENTS FURNISHED BY WEB STEEL INSTALLED PER I.C.B.O. REPORT NO. 1290 OR SALES, INC. IT IS THE RESPONSIBILITY OF THE PURCHASER TO COORDINATE DRAWINGS -1/2" A14CPOR BOLTS AT 4' O.C. EMBEDDED 4" MIN. PROVIDED BY WEB STEEL BUILDINGS WITH OVERALL PROJECT AND/OR OTHE"' PLANS AND/OR PROVIDE ONE FASTENER OR ANCHOR BOLT WITHIN 6" OF MEMBER ENDS. OTHER COMPONENTS. IN CASES OF DISCREPANCIES, DRAWL G:11S PROVIDED BY WEB STEEL MAINTAIN 2" MIN. EDGE DISTANCE FOR ALL SILL PLATE FASTENERS. BUILDINGS, INC. SHALL GOVERN. 19. ALL C- OR Z- GIRTS OR PURLINS SHALL BE MIN. 50000 PSI FOR 16 GA. AND THICKER 6. ANY FIELD MODIFICATIONS OR ALTERATIONS, OR THE ATTACHMENT OF ANY EQUIPMENT OR MATERIAL, 33000 PSI FOR 18 GA. AND THINNER MATERIAL. FLANGES OF C- AND Z- COMPONENT TO WEB STEEL BUILDINGS, INC. METAL BUILDING OR THE OMISSION OF ANY MEMBERS SHALL BE AT LEAST 1 5/8" AND HAVE A MIN. 5/8' ' STIFFENER LIP. SCREW PARTS OR PIECES SPECIFIED ON STAMPED DRAWINGS PROVIDED BY WEB STEEL BUILDINGS, INC. FASTENERS SHALL HAVE A MIN. TENSILE STRENGTH OF 120,000 PSI. ALL- MEMBER-To - WITHOUT THE E)'PRESSED WRITTEN APPROVAL OF WEB STEEL BUILDINGS, INC. SHALL VOID MEMBER CONNECTIONS SHALL HAVE MIN. (2) #10 SCREWS, UNLESS NOTED OTHERWISE ANY AND ALL WARRANTIES AND RELEASE WEB STEEL BUILDNGS, INC. AND ASK4 ON DRAWINGS. ENGINEERING, INC. FROM ANY AND ALL PROFESSIONAL LIABILITY AND/OR OBLIGATIONS. 20. SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. MATERIAL. SF,- 7. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE AND IN MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND ATTACHMENT TO ALL ACCORDANCE WITH U.B.C. SEC. 1701 FOR THE FOLLOWING ITEMS: SUPPORTING MEMBERS (MANUFACTURER IS RESPONSIBLE FOR INSURING THAT PANEL • • • AND ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS) CUSTOMER S • • • . • . • A . ACCEPT STRUCTURAL WELDING. EXCEPTION: WELDING DONS IN AN APPROVED A . • • FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1701 .7 ALL RESPONSIBILITY AND LIABILITY FOR ANY SIDING OR ROOFING MATERIAL USED * • • * ' 8. P r a • • ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE AT THAT IS NOT PROVIDED BY WEB STEEL BUILDINGS. � • • • , � � . . " • • OWNER'S EXPENSE. • • 9. ALL WELDING SHALL BE PERFORMED AT WEB STEEL, MANUFACTURING WITH E70-XX •t • f pa "i • ai0 ELECTRODES BY CERTIFIED WELDERS. NO FIELD WELDING REQUIRED. 10. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: �j WIDE FLANGE AND CHANNEL SHAPES: AST M A-3 6 ,�� .� r ANGLE SHAPES: ASTM A-36 (42 KSI MIN. YIELD STRENGTH) .�" ;G t * r • `V �JQ a • ans TUBE (TS) SHAPES: ASTM A-500, GRADE 'B', (46 KSI MIN. YIELD STRENGTH) � * 40!��RE�cL J : . . • ASK4 Engineering , Inc . BY Lc 39084 Proctor Blvd. Suite ' C' CASTILE BUILDING t E l WEB STEEL SALES, INC. cm s y DATE 8 10 - 98 tMC�NEERIN Sandy, OR 9 70 5 5 37:;96 RUBEN LANE, BOY, 9 TIGARD, OREGON SANDY, OR 97055-;377 JOB NO. 9 8 2 0 - 1 1 4 W INC. ( 503 } 668-6550 (503) 668-326" BU►!`nING� � '' SHEET N1 OF 2U A D''✓1S+�N OF WEB STEE_ SALES +.•v _. 1N6�u.mwe;v„-r„>.n=::--.,r..w,.,..,........,.—....».._. ,_. _..-....._.....,_..- ... _ _.. ,....-........,. - ,:.,.zY:o-i;2ua. _ . . ..:a�irAr',�s;.:+ncWas*:r...z .. „` NOT ICE. IF THE PRINT OR TYPE ON ANY ( ( I IIIIIII IIIIIII IIIIIII IIIIIII 11111E I �TTT� T T1TjTl"T 111111? TIIII� I Ilf III III Ilf 111 III III I � I 1 ! ! I � I 111 II1 III i � f III III III III I � Ii � I � III ► ( ! 1111 ! ! � I � � I � I � ! � II I I I I I 1 ! ! I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 � � I I �� /� .-�C�J - __- --- - - --- - --------_ - __ _ -6 7 -_ 8 9 10 11 12� � ITIS DUE TO THE QUALITY OF THE - ----- - --- ----- No.36 r ORIGINAL DOCUMENT Fulitial.1,11"ll � Z 6TLT 8T 9 � TII1IIII . IIII II!!. Illi IIII IIII 1111 IIII IIII IIII I I I I IIIIIIIIIIIIIIIIIill111. .1111Iillllllllilllllliilllllilll lJlIIIIIIII IIIILIIIIII� t�ll ll 1.1.1.1 111IIII!1�1I. 411 4" (4) 5/16" DIAM. (4) 5/16" DIAM. HOLES FOR 1/411 LAG O HOLES FOR 1/411 LAG p O O SCREWS 2 O.C. WITH 411 SCREWS WITH 1 " If (6) 5/16 DIAM. 1 " EDGE DISTANCE TYP. EDGE DISTANCE TYP. O O p O SCREWS WITH 1 " O S ' 3/16" PLATE 3/16" PLATE EDGE DISTANCE TYP. O O STEEL FRAME — TOP —' TOP 3/16" PLATE OR COLUMN 1 / 8 SIDE STEEL FRAME 1 / 87 SIDE WELD UPHILL i 1 /819 STEEL FRAME OR COLUMN SIDE, TACK I �" OR COLUMN 1 / 8 DOWNHILL SIDE 7/ 8" TYP. GIRT CLIP DETAIL CORNER GIRT CLIP DETAIL TYP, PURLIN CLIP DETAIL NO SCALE NO SCALE NO SCALE OUTSIDE FACE OF WALL/ROOF ROOF PURLIN URLIN O p OR ►" ALL GIRT �, O O --� 4- 400- 500 STEEL RAFTER CHANNEL STEEL FRAME #10 SCF;EWS AT 1" 0.C.: OR COLUMN AT 'A' EtRACES, USE (2) SCREWS, AT 'B' BRACES, USE (4) SCREWS. WALL GIRT il • • 4 WHEN DOUBLE BRACE ANGLE BRAS E: 16 ga. L 4 X4X6" LONG0 :a • AT 'A' BRACES, USE L1 X 1 X . 109 • " IS INDICATED, USE BRACES _SCREWS .NTO ON BOTH SIDES. AT 'B' BRACES, USE L1 .5 X 1 .5 X , 130 RAFTER AND GIRT \ ANGLES ARE ATTACHED TO BOTTOM SIDE OF GIRTS OR PURLINS • • • GIRT—TO—CHANNEL DETAII_ � n � • ywm � � 1 /4" DIAM. SAE GRADE '5' BOLTS NO SCAL • �� K � • �,,,� G F�, . ----- ANGLE BRACKET: NC 1F PURLIN, GIRT AND BRACE SCREWS ARE ItTHROUGH : • " $'� 1 / AT�� BRACES, USE L X. 1 X . 1 Q9 PREDRILLED HOLES IN THICKER MATERIAL INTO THINNER GIRT AND/OR , 8 B, BRACES, USE 1-1 .5 X 1 .5 X . 1 30 PURLIN MATERIAL, SPECIAL CARE SHOULD BE TAKEN TO NOT OVER TIGHTEN , A SCREWS AND STRIP OUT THINNER MATERIAL. TIGHTEN SCREWS ONLY TO / �Z4q ()REwh 4 / BRACE DETAIL: SINGLE AND DOUBLE 'A' AND ' B ' BRACES ' Y30. BRING GIRT AND/OR PURLIN MATERIAL SNUG 'TO CLIPS OR BRACE. SHOULD ��..� S NO SCALE STRIPPING OF THINNER MATERIAL OCCUR, REMOVE SCREW AND INSTALL / `' �LY 3/8" DIAM. SCREWS THROUGH THfNNER MATERIAL INTO THICKER MATERIAL. Q ASK4 Engineering ,g g , Inc . Em S WEB STEEL SALES, INC. BY LC 39084 Proctor Blvd. Suite 'C' PURLIN AND, GIRT _ XNE[A 3 � 39E RUBEN LANE BOX 9 DATE 8 1 0 - 98 ,a Sandy, OR 9705 5 SANDY, OR 970559377 FRAMING DETAILS JOB NO. 9820 - 1 1 4 INC . �503 � 668-6 50 (503) 668-3267 5BUILDINGS SHEET N 2 4 O VISION OF WEB STEEL SALES 74 NOT •'1 T I I I f I III I I I I � I 11 1 1 1 T I ! I I 1 11 ( 1 T ITTT T 1 ( 749T� �f 1 1 1 1 1 1 1��1'I I I I 111 1 11 1 1 11 1 1 r ] 1 f 1 1 1 I I 1 I If 1 1 I 1 I f ( 1f 11 x1-1 ' 1 1 11 ( 1I 1 1ICE: IF THE PRINT OR TYPE ON ANY I I I I I 11 1 I I I TT f � � � ITI JTJT� I I I S III I I S � ( I I � I � I 1 1 1 1 � � � I I I I [ I IMAGE IS NOT AS CLEAR A TI I I S HIS NOTICE, � 2 � ITIS DUE TO THE QUALITY OF THE _ -No.36 C .��,.;ra..... ORIGINAL DOCUMENT E 6Z 8Z LZ 9Z 5Z � Z EZ ZZ T7 UZ ]13t 11 LT 9T 5I � T 1 ET ZT TI T 6 8 L 85 E ZIIII ILII illi IIII IIII IIII�.IIII IIII IIII IIII Illlllll! illi Ilii IIII Illi IIII a IIII �Il .Ilii LIII LIII 1u. � T �ta13w Ill I� .►iIf11 a 1 V J 15695 SW ,'4TH AVENUE CITYOF TIGARD CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: B /15/980350 DATE ISSUED: 12/15198 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 2S 112DC-01500 ZONING: I P JURISDICTION: I IG SITE ADDRESS: 15695 SW 74TH AVE BLU SUBDIVISION: FANNO CREEK ACRE TRACTS BLOCK: LOT:006 CLASS OF WORK: NEW TYPE OF USE: COM TYPE OF CONSTR: 5N OCCUPANCY GRP: F2 OCCUPANCY LOAD: 24 TENANT NAME: 74TH AVENUE INDUSTRIAL PARK REMARKS: Bldg E - Permit and Certificate of Occupancy are for entire building including tenant spaces 300, 330 350, 370. Final Inspection Approved 4/30/99 by Tom Plescher, Building Inspector. Owner: -- JIM CASTILE + AUDREY CASTILE 8100 SW DURHAM RD TIGARD, OR 97224 Phone: 639-1395 Contractor: ECCO/S+ L_ 'SEE 68998" 8100 SW DURHAM ROAD TIGARD, OR 97224 Phone: 639-1395 Reg #: This Certificate grants occupancy of the above referenced building or portion thereof and confirms that the building Has been inspected for compliance with the State of Oregon Specialty C;6des for the grou;),-occupancy, and use pfrider which the referenced permit was issuei. . ttiL� BUILDING INSPECTOR BUILD OFFICIAL POST IN CONSPICUOUS PLACE 7/13/99 PAYMENT HISTORY FOR CASE 2:39:50 PM BUP98-00350 Fee Type: 5PCT Description: [TAX] 5% State Tax Total Fee: $32.65 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $32.65 Total Paid: $32.65 Due: $0.00 Fee Type: CDCB Description: [CDCBLD] CDC Bid Rev Total Fee: $125.00 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $125.00 Total Paid: $125.00 Dje: $0.00 Fee Type: CDCP Description: [CDCPLN] CDC Pin Rev Total Fee $125.00 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL_ DST $125.00 Total Paid: $125.00 Due: $0.00 Fee Type: EROS Description: [ERPRMT] Erosion Total Fee: $64.00 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $64.00 Total Paid: $64.00 Due: $0.00 Fee Type: ERPC Description: [ERPLN] Ero Pick-USA Total Fee: $2.0.80 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $20.80 Total Paid: $20.80 Due: $0.00 Fee Type: ERPC Description: [EROSN] Ero Plck-COT Total Fee: $20.80 Date Paid Re„eipt# Check# Recorded By Amm nt Paid 12/15/98 98-311529 NULL DST $2080 Total Paid: $20.80 Due: $0.00 Fee Type: FIRE Description: [FLS] FLS Pin Rv Total Fee: $253.20 Dale Paid Receipt# Check# Recorded By Amount Paid 9/3/98 98-308718 NULL JSD $253.20 Total Paid: $253.20 Due: $0.00 Fee Type: FIRE Description: [FLS] FLS Pin Rv Total Fee: $8.00 Date Pard Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $8.00 Total Paid: 08.00 Due: $0.00 Fee Type: (MISC Description: MISC FEE Total Fee: $25.00 Date Paid Receipt# Check# Recorded By Amount Paid 4/30/99 99-314979 JT $25.00 Total Paid: $25.00 Due: $0.00 Page 1 of 2 7/13/99 PAYMENT HISTORY FOR CASE 2:4139 PM BUP98-00350 Fee Type: isq, Description: MISC FEE Total Fee: $25.00 Date Paid Receipt# Check# Recorded BY Amount Paid 4/30/999 314979 JT $2.5.00 � - Total Paid: $25.00 Due: $0.00 Fee Type: Description: MISC E � Total Fee: $25.00 gate Paid Receipt# Ch orded By✓Amount Paid 4/30/99 99-314979 JT $25.00 Total Paid: $25.00 Due: $0.00 Fee Type: PARK Description: [PKSDC] Parks SDC Total Fee: $392.00 Date Paid Receipt# Check# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $392.00 _ Total Paid: $392.00 Due: $0.00 Fee Type: PLCK Description: [BUPPLN] Pin Rv Total Fee: $411.45 Date Paid Receipt# Check# Recorded By Amount Paid 9/3/98 98-308718 NULL JSD $411.45 Total Paid: $411.45 Due: $0.00 Fee Type: PLCK Description: [BUPPLN] Pin Rv 'Total Fee: $13.00 Date Paid Receipt# (,heck# Recorded By Amount Paid 12/15/98 98-311529 NULL DST $13.00 Total Paid: $13.00 Due: $0.00 Fee Type: PRMT Description: [BUILD] Permit Fee Total Fee: $653.00 Date Paid Receipt# Check# .recorded By Amount Paid 12/15/98 98-311529 NULL DST $653.00 Total Paid: $653.00 Due: $0.00 Fee Type: TIFI Description: [TIF-I] TIF Indust Total Fee: $3,941.00 Date Paid Receipt# Check# Recorded By Am.)unt Paid 12/15/98 98-311529 NULL DST $3.941.00 Total Paid: $3,941.00 Due: $0.00 Fee Type: TIFM Description: [TIF-MT] TIF Mass Tr Total Fee: $322.00 Date Paid Receipt# Check# Recorded By AmOI nt Paid 12/15/98 98-31152.9 NULL DST $322.00 Total Paid: $322.00 Due: $0.00 Totals for OUP99-00350: Fecs: $(',456.90 Paid: $6,456.90 Due: $0.00 Page 2 of 2 N N L � w N N a) � n� a Ew N c E 8 0 0 = d N N N 0) CL ; 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'0D S7 d O O J z Z N cn C.ja O W V) 0 W '" W O < Q O ' a ff a a n. o Qf? � T (� m o OW o a C3 ❑ Un a � ^ r ` v N a U Q � A 0 ro y d � � d u � yNy y clh N o o c o v) cn v) y cn SFE 35MM ROLL # 21 FOR OVERSIZED DOC..,/UMENT CITY OF TIGARD El..ECTRICAL PERMIT DEVELOPMENT SERVICESVIERMIT 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 DATE ISSUED: 11/03/98 i. PARCEL: 2S11.2DC-01500 SITE ADDRESS. . . : 15695 SW 74TH AVE #B1 .D SUBDIVISION. . . . :FANNO CREEK ACRE TRr)!- ,S Z ON I NG: 1—PI BLOCK. . . . . . . . . . : LOT. . . . . . . . :006 JURISDICTION: TIG Project Description : Installation of 4 teopor vices or feeders and 40 branch circuits. IJNIT----- ---TEMP' SRVC/FEEDER!:)-- 1000 SF OR LESS. . . . 0 0 En'00 amp. . . . . . . : 4 PIUMFI/IRRTGATION. . . . EACH ADD' L. 500 SF. . . 0 201 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . 0 I.-IMITED ENERGY.....: 0 401 600 amp. . . . . . . : 0 5IGNAL/P,ANEL. . . . . . . 0 MANE. HM/ SVC/FDR. . 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10i . . . : 0 -----SERVTCE/FEEDER-- -----BRANCH CIRCUITS——. INSP'E'CTIONS-- 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 40 PIER INSF-11 CTION. . . . . : 0 201 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PIER HOUR. . . . . . . . . . . : 0 401 6,00 amp. . . . . . : o EA ADD' t_ BRNCH CIRC: 0 IN PILANT. 601 1000 amp. . . . . : 0 REVIEW SECT I ON-- - 1000+ amp/volt. . . . . : 0 )=4 RES Uhl TTS. . . . . . . . ; ) 600 Vol.-T NOMINAL. . Reconnect only. . . . . : o SVC/FDR > = 225 AMV,S. . : CLASS ARE:A/SV,EC OCC. : Owner: FEES -_—_—__._--___—__— JIM ----------------- JIM CASTILE A. AUDREY CASTILE type amol.int by date reept 8100 SW DURHAM RD P,RMT $ 400. 00 DEB 11/03/9B 98-310536 TIGARD OR 97c24 5P,CT $ 20. 00 DEB 11 /03/98 98--310536 Phone #: 314-804c' CEI_ Contractor: A BETTED ELECTRIC CO, INC $ 420. 00 TOTAL 8192 SW DURHAM RD REDUIRED INSPIFCT7ONS TIGARD OR 97224--4190 Ceiling Cover Elect' 1 Servicc, Phone #* 670-7575 Wall Cover Elect' l Final Rey #. . : 127438 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be aaae 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 sore than 180 days. ATTENTION: Grego law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAR 10 through DAR 952-001-1987. You may obtain a copy of these rules or direct questions to OX by calling (503)246-1987. L T s s,11 e d By INSTAI t-ATIC)N nN1 Y The installation is being made on property T own whirl, is not intended fr)v sale, lease, nr rent. OWNERIS SIGNATURE: DATE: INSTALLATION ONLY----------------------------- SIGNATURE OF SUlR. ELEC' Ni ,)(LL� --t4- t C, DATE LICENSE NO: _ / Iqq S ++++++4 4-4-++++-++++++4-++4.......4-4-++++4•.........4-44................................44- Call 639-4175 by 7:00 p. m. for an inspection needed the next business day +-+++'L-+++++'+-4+4.+++++++++i.....4..............I.........4-+++4++++++.F+++++++++++++++ CITY OF TIGARD Electrical Permit Application Plz,,i ch 13125 SW HALL BLVD. seed -- V_7 TIGARD OR 97223 �4t, Date Rec'd__(f 3 i Phone (503)639-4171, x304 p,� cQ n Date to P.E.Date to UST Inspection (503) 639-4175 Print or Type �k`' Permit It Com- Lc1 `74"�C{,, Incomplete or illegible will not be accepted G ` Fax (503) 684-7297 celled_ 1. Job Address: V 4. Complete Fee Schedule Below. Name of Development �� d��^� '`1'"^ ��r ^� "{ k ' Number of Inspections per permit allowed Name(or name of business) Service included: Items Cost Sum Address / 5-&9 S' .;7 W ltu-v 4a. Residential-per unit City/State/Zip --rt do er-7a (� 'qo� 9' 4 1000 sq It.or less $110.00 4 Each additional 500 sq.ft.or portion thereof -__ $25.00 1 Commercial Residential ❑ Limited Energy $2E.00 _ Each Manufd Home or Modular Dwelling Service or Feeder $68.00 2 2a. Contractor installation only: (Attach copy of all current licenses) 4b.Services or Feeders Electrical Contractor F,e#-er lec f rcc.1. y a7 C. Installation,alteration,or relocation - 200 amps or less $60.00 2 AddrP.S$_ _,j r�.' (7 cC _ r d 201 amps to 400 amps $80.00 2 City State (>Zt1c. Zip 401 amps to 600 amps i $12000 _ 2 Phone - i 71., 75-75' 601 amps to 1000 amps � $180.00 _ 2 Job No. Over 1000 amps or volts $340.00 _� 2 Elec. Cont. Lice. No. 3 `/3.a -C.. Exp.Date U A ' y9 Reconnect only $50.00 2 OR State CCB Reg, No. /.2 7 a-I& Exp.Date o l .•Z-7 `' 4c.Temporary services or Feeders COT Business Tax or Metro N ,,'i Exp.D4e f' ell ,� Installation,alteration,or relocation 200 amps or less $00 00 c __ 2 Signature of Supr. Elec'n. � 201 amps to 400 amps $7.5.00 _ 401 amps to 600 amps $100.00 Over 600 amps to 1000 volts, License No. I�j 14 y s Exp.Date_&-V -�_ see"b"above. Phone No.._ - -70- 757-5' -- 4d.Branch Circuits Now,alteration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchase of service or Print Owner's Name feeder tee. ,/ Address _ _ Each branch circuit 4100 $5.00 2 City ___ __ State.__ Zip_____ h)The fee for branch circuits without purchase of Phone No. �- service or feeder fee. First branch circuit $35.00 - 2 The installation is being made or property I own which is not Each additional branch circuit_ $5.00 _._ 2 intended for sale, lease or rent. 4e.Miscellaneous Owner's Siynature__. c Each pump feeder or Irri anincluded) Irrigation circle $40.00 Each sign or outline lighting $40.00 _ 2 3. Plan Review section (if required): Signal circuits)or a limited energy panel,alteration or extensio _ $40.00 Please cherMinor Labels(10) $100.00k appropriate Item end enter fee In section 5B. - 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.n0 +Submit 2 sets of plans with appllration where any of the above apply. 5. Fees: -/Cw Not required for temporary construction services. Ea.Enter total of above fees $ 5%Surcharge(05 X total fees) $ - - NOTICE Subtotal $ 5b.Enter 25%of line So for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AL11 HORIZED IS Plan Review if reguir (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 1-� TIME AFTER WORK IS COMMENCED. IJ Trust Account 4- 4',2& r S Total balance Due UDSTS1EI.C96 AIT Rev W96 --- CITY OF 11GARD September 9, 1998 OREGON Nicoli Engineering 9025 SW Center Tigard, OR 97223 RE: 74th Ave. Industrial Park Building Plan Review 15695 SW 74Th PC#: 08-91 c BUP#: 98-0350 t have Submittal a with the ts applicable r the 1996 Oregon Speove referenced cialtycCodes andeother applicable for conformance codes and standards. The following comments are noted: LIA Ann 1. Submit completed Energy Compliance Forms 2a, 3., '�, 4a thrjugh 4j, and 5a through 5c from the April 1, 1996 Revised Oregon Energy Code. 1. Provide a key bcx (Knox) mounted to the exterior wall 10' above finish grade and adjacent to the right side of the main entry door. The box shall contain keys to gain access as required by the Fire Marshal [UFC 902.41. If you have any questions regarding this requirement, please contact the Fire Marshal at 526- 2502. 2. No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy, or any combination thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.31. A. Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed "Hydrant Flow Test Report Form." B. Complete the enclosed "Fire Flow Work Sheet" and return a ropy to the City of Tigard, attn. Plans Examiner Notel These documents shall be on file beforo a buildln ermit will be issued_ 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 --- 74th Ave. Industrial Park Building Plan Review PC#: 08-91c BUP#: 98-0350 Page#2 1. Speciai inspections for welding, piles and grading required. Carlson Testing has been notified as per instructions on Drawing #0.2. 2. Provide drawing#2.6. 3. Provide details for required 1-hour wall north property line Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, ob Poskin, CBO SENIOR PLANS EXAMINER. m p'rl.Nti.nn'hT_U](rprSYlplr M1v. CITY OF TIGARD, OREGON Hydrant Flow Test Report Location: Date Test Conducted By: Time Representative of- Witness: State purpose of test: Consumption rate during test: pumps used in test yes( ) No( ) How many?_ Hydrant Flows: Ail —A/2 A/3--AM Nozzle Sae:_ Pitot Reading: Discharge Coefficient: — -gpm Static: B.__^_^psi Residual: B Projected results 20 psi residual __gpm or @ —_psi Residual gpm Remarks: Location map: Show line suss and distant to nut cross connected Unt.Sbvahes and hydrant branch sire, Indicact(NORTFT,show flowing hydrants-[sbels A/l -M -A!3 AN.show location d static and residual-Label MLw jubmit this,form to the City of Ti and Budding`Donartmcnt. "A7-I',y^ plan Review- 13125 SW Hall Blvd„ Tivar i Oregon 97223 (503) 639-4_I DATE: �r_ /1-3_ PLANS CHECK NO PROJECT TITLE.C COUNTYWIDE `J` TRAFFIC IMPACT FEE WORKSHEET APPLICANT �. ,�, (FOR NONWSINGLE. FAMILY USES) MAILING ADDRESS CITYIZIP/PHONE �( -A TAX MAP NO .-, / I Ct 9-6-z SITES NO ADDRESS /��/`� �t S -� � LAND USE CATEGORY RATE PER TRIP `7 RESIDENTIAL $ 189." _ BUSINESS AND COMMERCIAL $ 44.80 C) OFFICE __ $ 174.60 �C INDl1STRIAL $ 182.06 INSTITUTIONAL $ 79.10 PAYMENT METHOD: _ CASH/CHECK CREDIT BANCROFT(PROMISSORY NOTE) �,C /r rc _ INSTITUTIONAL ONLY DEFER TO OCCUPANCY LAND USE CATEGORY I )ESQRIPTIQN OF USE WEEKDAY AVG WEEKEND AVG TRIP RATE tJ L f�fl�he. yew TRIP RATE _ BASIs o S� s Co,� fTiuci�-+- Q� ? <' a_a1 rev,-z,, S �l� s Z,7 7 I CAL('tl1ATIONS: Ire 4 PROJECT TRIP GENERATION f2-3 r--- - - -v`- FOR ACCOUNTING PURPOSES OtJLv ADDITIONAL NOTES TJ F ? ROAD AMT TJ _ter TRANSIT AMT 4-7 '(� PR� EU E3Y� I:TIFWKST.DOC (UST) EFF: 07-01-98 rW�YOF TIGARD OREGON September 3, 1998 Jim & Audrey Castile 8100 SW Durham Rd Tigard OR 97224 RE: Traffic Impact Fee (TIF) for Bldg E at 15695 SW 74th Ave Please find enclosed the I-IF assessment letter, TIF work sheet, TIF payment option form, and TIF appeal information letter for the mentioned building. Please complete the TIF payment option form and return to my attention no later than Thursday, September 17, 1998. If you have any questions concerning any of the material presentee to you, please feel free to contact me at 639-4171 extension 349. Sincerely, 1 4 J es S. Duckett Development Services Technician 13125 SW Hall Blvd„ Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 — --- —--- —T- September 3, 1998CITYOF T�GARD Jim &Audrey Castile OREGON 8100 SW Durham Rd Tigard OR 97224 'TRAFFIC IMPACT FEE FOR 74th Ave Ind Park Bldg E - 15695 SW 74th Ave Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $4,263.00. You have two payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July Ist of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 5:00 p.m. on September 17, 1998 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171. -� � - James S. Duckett Development Services Technician C'. TIF file Building file I IXT917M WT 13125 SW Hall Blvd„ Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 -- — ---- COUNTYWIDE TRAFFIC IMPACT FEE CITY OF TIGARD PAYMENT' OPTION FORM OREGON c Date Site Address Project Name Plan Check# I realize that I must make a decision on payment of the Traffic Impact Fea (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable)' ❑ Cash or Check Credit Voucher ❑ Bancroft or Installment Payments or ❑ The Ordinance allows for deferral of payment of the TIF until issuance; of the occupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF inust be paid prior to issuance of an occupancy permit I also, inderstand that the TIF will be recalculated based on the prevailing rates at the time cf payment. Please be advised that TIF rates may increase up to six percent each July 1st. This rate increase is riot subject to appeal OWNER/APPLICANT OWNER/APPLICANT _ c: Building Pennit rife Payment Option Notebook C,,-,-r Sri \11s1svMsub 9/96 13125 SW Hall Blvd., floard, OR 97223 (503) 639-4171 TDD (503) 684-2712 — COUNTYWIDE TRAFFIC IMPACT FEE APPEAL INFORMATION CITY OF TIGARD OREGON Attached is a copy of the Director's decision on this Traffic Impact Fee assessment or Traffic Impact Fee Credit/Offset requesi. This decision may be appealed and a public hearing held by filling a signed petition for review (appeal) within fourteen (14) calendar days of Pe date viten notice is provided (date mailed). APPEAL PERIOD: Da.e mailed: "�3 �� to 5:00 PM on _— Appeal Due Date A motion for reconsideration also may be filled within seven calendar days of the date written notice of the decision is provided (see Section 208 of the: Washington County Community Development Code) A motion for reconsideration does not stop the appeal period(s) from running and is available only as an extraordinary remedy for when a mistake of law or fact has occurred A motion for reconsideration requires a filling fee of$62:.-.00. This decision will be final if an appeal is not filed by the due dates(s), and a motion for reconsideration is not granted by the Oirector. The complete file is available at 3125 SW Hall Blvd., Tiga,d, OR 9722.3 for review A petition for review (appeal) must contain the following: 1 The name of the applicant and the relevant casefile/building permit/ether development permit number; 2 The name and signature of the petitioner filing the petition for review (appeal). If a group consisting of more than one person is filing a single petition for review, one individual shail be designated as the group's rep.esentative for all contacts with the Department. All Department communications regarding the petition, including correspondence, shall be with this representative, 3 A statement of the interest of the petitioner; 4 The date the notice of decision was sent as specified in the notice, 5 The petition for review (appeal) shall state the relevant facts, applicable ordinance provisions, and relief sought, and 6 Tore fee of $62.5.00 for Director's decisions being appealed to the Washington County Hearings Officer. . /C-- For further a r � i ps 131"r5W911blt1Flvd,, Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 CITY OF TIGARD ELECTRICAL ENERGY- RESTRICTED ENERGY DEVELOPMENT SERVICES bINAk PERMIT#: ELR1999-00125 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 3 - 11 TE ISSUED: 5/18/99 PARCEL: 2S112DC-01500 SITE ADDRESS: 15695 SW 74TH AVE BLD SUBDIVISION: FANNO CREEK ACRE .RACTS ZONING: I-P BLOCK: LOT: 006 it` �I JURISC,CTION: TIG Proiect Descriotion: Add protective signaling. A.RESIDENTIAL B.COMMERCIAL AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: X INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: Owner: Contractor: JIM CASTILE ADT SECURITY SERVICES, INC 8100 SW DURHAM RD 703 NE HANCOCK TIGARD, OR 97223 PORTLAND. OR 97212 Phone: Phone: 503-284-3265 Reg#: LIC OG5994 ELE 26209CLE FEES _ _ Required Inspections Type �By Date_ '.mount _-Receipt Elect'I Final PRMT GEO 5/18/99 $40.00 99-315485 Ln�� UOe1fl4E �A�7PiFT�� 5PCT GEO 5/18/99 $2.00 99-315485 Total $42.00 This Pennit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. 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 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 OPS 952-001-0080 You may obtain copies of these rules or direct questions to OUNC at (503) 246-1y87. �. � Issued by Permittee Signature OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale. lease, or rent. OWNER'S SIGNATURE: _ J—_ --- DATE' CONTRACTOR INSTALLATION ONI-Y _ .---.---- SIGNATURE OF SUPR. ELEC'N — DATE: `} `fig J��7 LICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF TIGARD RECIV fsTR T N RGY ELECTRICAL APP ' PLI ATI Recd by: 13125 SW HALL BLVD Date Rec:'d: TIGARD OR 97223 MAY 1 19"" PRINT OR TYPE V- 503.639-4171 X304 Permit#: F - 503-684-7297COMMi1NIlY litVCLUi'ib� r�jOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Develol mens P olect TYPE OF WORK INVOLVED -RESIDENTIAL ONLY a / Restricted Energy Fee........................................ $40.00 (FOR ALL SYSTEMS) JOB Street Ad ss to# Check Type of Work Involved. ADDRESS /�_�, 3 0 Cit /Stale Zip Phone# Audio and Stereo Systems - -e 5S Burglar Alarm Garage Door Opener' OWNER Mailing Address CitylState Phone# L1 Heating,Ventilation and Air Conditioning System' Vacuum Systems' Name ADT SECURITY SFRVICF&INC. Other -- 7u3 NE HANCOCK CONTRACTOR Mailing Addre 1I[ANU.OR 97212(503)3)284-3265 TYPE OF WORK INVOLVED -COMMERCIAL ONLY _ -- (Prior to issuance a CitylState Zip Phone# Fee for each system............................ — $40.00-- copy of all licenses �_ (SEE OAR 918-260-260) are required if Oregon Contr�ntr .. Exp Date Check Type of Work I volved, expired ui C O T. data base) Electrical CoLic # Exp Date Audio and Stereo Systems C O T or Metro Lie # Exp Date ❑ Boiler Controls _-- Owner's Name -- Clock Systems OWNER - Mailing Address � Dela Telecommunication I istallation APPLICANT City/State Zip Phone# Cl Fire Alarm Installation This perm t is issued under OAE 918-320-370 This applir,ant agrees to r—JIJ HVAC make only restricted energy installations(100 volt amps or less)under this l—J permit and to do the following U Instrumentation 1 Only use electrical licensed persons to do installations where required Certain residenhai and other transactions are exempt from licensing Intercom and Paging Systems These have asterisks(') All others need licensing, ❑ Landscape Irrigation Control* 2 Call for inspections when installation under this permit are ready for Inspection at 503-6394175; ❑ Medical 3 Purchase separate permits for all installations that are not ready for an Nurse Calls inspection when the inspector is out to inspect under this permit, 4 Assume responsibility for assuring that all corrections required by the Outdoor Landscape Lighting' inspector are done,and, Protective Signaling 5 Assume responsibility for calling Other trial inspection when all of the _--^ — corrections are complete Permits are non-trans a and n-refundable and expire if work is not started within 180 d s iss ce or if work is suspended for 180 days �Nnmber of Systems The person si n_ r s permit must be the applicant or a person No licensee are required I.icenses are regwred for all other installatinns authorized i applicant — �7 FEES: ENTER FEES a rp 5%SURCHARGE(.05 X TOTAL ABOVE) S_ Authority if other than Applicant TOTALY_- i 1dstoresele doc 7197 r FROM NI(7C1LI ENGINEERING FAX NO. 503 nE4 3636 May. 0E, 1999 03: 12PM P2 i i #1# and Construction Services; Inc. 9025 Southwest Center Street PO. Box 23784-Tigard, Oregon 97223 (503)620-20816-FAX (503) 684-3636 City of Tigard Building Department Attn: Torn Plescher Building Inspector RE Field Inspection 74' Avenue Industrial Park Building E 15695 SW 74" Avenue Tigard, OR 9722.4 Job No : 98-0622 Mr Plescher, The auger piles and grade beam was inspected for the above noted project, Reference details are found on _ee.t 2 IA in the approved construction documents To our knowledge., the work was in conformance with the approved pians and specifications Respectfully submitted, Nicoli Engineering James D. Andrews Project Manager JDA- lmii F_ CITY OF TIGARD DEVELOPMENT' SERVICES BUILDING F)ERMIT Ai 13125 SW Hall Olvd., Tigard.OR 97223(503)639-4171 PERMIT #. . . . . . . . B U 1-1 9 8-V, ':"5 47, DATE ISSUED: 12/15/98 PARCEL.: 1-,Sl 12DC--01500 9ITI= ADDRESS— . : 15695 SW 74TH AVE #BLD SUBDIVISION. . . . : FA14NO CREEK ACRE TRACTS ZONING: I P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :006 JURISDICTION:] IG REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION— (',I._ASS OF WORK. :NEW FIRST. . . . -. 4800 s N: 1HR E,: 11-4 R E: W- 'TYPE OF USE. . . :COM SECOND. . . : 1800 s:f PROTECT OPENINGS?__-__-._.____.._. TYPE OF CONST. :5N . . . . 0 s N: S: E: W- OCCUPANCY GRP. :FL:-'-' TOTAL----: 6600 s ROOF CONST: FIRE REET":1 - ' OCCUPANCY LOAD: 24 BASEMENT'. : 0 s AREA SEP. RATED: STOR. : 2 HT: 18 ft GARAGE. . . . 0 Sf OCCU SE'I-,. RATED: BSMT": ME7Z": READ SETBACKS----------- REQUI RED------------------------- FLOOR LOAD. . . . : 100 psf LEFT. 171 ft RGHT- 0 ft F I R SPKL:N SMOK DET. , DWELLING UNIT;: 0 FRNI : 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS: V BATHS. 0 IMP, SURFACE: 0 PRO CORR-N PARKING: 0 VALUE. $ : 187348 Remarks . 74th Industrial Park Bldg E - This persit is for cosplete building to include tenant spaces - Owner knows separate C of O's will be required when tenant coves in. Owner: FEES --------- JIM CASTILE & AUDREY CASTILE type amok.tnt by date recpt 8100 SW DURHAM RD PLCK S /i 1 1. 45 JSD 08/31 /98 98--308718 TIGARD OR 97224 FIRE $ 253. 20 JSD 08/31/98 98-308718 TI F 1 $ 3941. 00 GEO 12/15/98 98-3115,29 lPhone #: 639- 1395 TIFM $ 322. 00 GEO 12/15/98 98-311529 PARK $ 392. 00 GEO 12/15/98 98-311529 ContrAr-tor, PRMT $ F,53. 00 GEO 12/15/98 98 .311529 ECCO/S R L. LANDSCAPE 5PCT $ 32. 65 GEO 12/15/98 96-311529 810(71 SW DURHAM ROAD PI CK $ t3. 017.1 GEO 12/15/98 98--311.52'9 TIGARD OR 97224 Additional fees not shown here. . . . . . . . . I-1hone #: F,39--1395 $ 6381. 90 TOTAL Req #. 0OV1639 ---REQIJIRED ACTIONS or- INSPECTTONS--- This pernit is issued subject to the regulations contained in the Foot/Foi-ind Insp Tigard Municipal Code, State of Ore. Specialty Crdes and all other Footing Drain applicable 1e4s. All work will be done in accordance with Slah Insp approved plans. This pproit will expire if work is not started Framing Insp within 180 days of issuance, or if stark is suspended for sore InSIAlat ion Insp than 180 days. ATTENTION: Oregon law requires you to follow the Shear, Wall Insp rules adopted by the Oregon Utility Notification Center. Those Gyp Boa}-d Insp rules are set forth in OAR 952-*14610 through DAN 952-M101987. Strl.tr_tl...ral welcii. Ynu Pany obtain a copy of these rules or direct questions to 01,04C Piles/caissons f by calling (543)246-1987. Engineered gradi P,ermittep Signati.tra -. Issi-led By : ++•r+++++++++++++++++. ++4-++++++4....... 44- .4-+ - +++ 1- 4.++4+++- ++++ ++++++-+-++++++ Call 639-4175 by 7:�O p. m. for an insper-t i.on needed the next bl-is ineFi s clay '++-+-4--4-+-f-+++4-++44-+4-+++4.++++++•+++•+++.+++++++++++++++++•+++++++++++++++ 4 4.+++•++f+++ CITY OF TIGARD Commercial Building Permit Application Rec'd By— 7K Date Rec 131125 .9'W- HALL BLVD. New Construction and Additions Date to P.E. 713 TIGARD, OR 97223 Date'i DST. A-* :9-a (503) 639-4171 Permit*4a�/'-?% Print or Type Related SWR#W— Incomplete or illegible applications will not be accepted called /0,01 L Name of Devqlop�nenuproject Job Existing Building F] NewBuilding [R-' Address Street Address Suite Building Bldg Cit�/State Zip Data Existing Use of Building or Property: e Property A le Owner Mailing Address ,,6 ite--.- Proposed We of Building or Property- 1�--&20 -5� u Z,6.4, City/State Zip Phone 41,�q 57-/,3T�z 15 No. Of Stories'. 7-1 Oc�.,uipant Name Sq. Ft. Of Project Name Occupancy Class(es) Contiactor Suite Prior to permi: Mailing Address ype(s)of Construction m-wance,a copy 40WX,1,W of all licenses are required If City/State Zip Phone Will this project have a Fire Suppi-ession System? expired in C'O.*T. Ye S N o database Oregon Cnst.Cont.Board Lic.# Exp.Date Americans with Disabilities Act(ADA) 0/ Valuation X 25% = $ Participation 6. 1 Complete Accessibility Form Name Project Architect Valuation g"2 eo- o Mailing Address Suite P�lans Required. See Matrix for number of sets to submit City/Si-8 Phone on back Engineer Name I hereby acknowledge that I have read this application,that the information A&e,ll / given is correct,that I am the owner or authorized agent of the owner,and Mallini Aderess Suite that plans s,ibmitted are in complianre,.Vith Oregon State Laws e7tf,Z�7, 5ed g ature or C,-iner/A Date City/Statt: ZIP Phone 1;',,42 3 6,2 i�Q6ntact Person Name Phone Indicate type of work New 01' Additi.1,0 Dem,,Iltlon 0 -9-,'40'2 Accessury Structure 0 t-oundation Only 0 Alteration 0 Repair 0 Other 0 FOR OFFICE USE ONLY luescirliption of work, M PIYT # Land Use: I e10 � /�s X -0/tw) /-to Notes: e- T 9 06 -3 7-T- Parks: Estimated#of E:nployeos TIF: �p—(ee I!the above figure Is not supplied at the time of application,the city will ,-calcutat.o..t.lhe fee baned_��on the number of parking a Notp: Site Wrrk Permit Application niust precede or accompany Building Permit Applicatien \(-.()MNF"I DOC (DST) .5198 J COMMERCIAL PLAN SUBMITTAL REQt;iREMENT MATRIX Plan Review ',s.dependent upon submittal of BOTH pans AND a COMPLETED application._Fpr an cdeetrical submittal, the applicai,on must contain the signature of the s ipervising electrician before plan review will be conducted. After plan review'approvai, Plans Examiner will contact the applicant to request;. additional plan sets for distribution purposes. (Copy for Contractor, City, Washington Cou0j, Tualatin Valley Fire & Rescue) _ Total#of� TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) 1 S = Site Work rB New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 _ M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P e- E _ 3 Alt = Alternation to Existing New , Add) Building i "BorB & M (Alt) 1 *B & M & P (Alt) 3 *g & M & P & E(Alt) 3._.y t �- *B & M & P & E & f (AIt) 3 C, NOTES-; Shaded areas dea gnate ALT submittals only. I W9t9\n1Lxtrix1.doc 07/06/98 CITY OF TIGARD BUILDING INSPECTIC'N DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 —_ Date Requested— AM�_PM BLD Location l` J��C) ( ~- — Suite --- d' 370 Contact Person 1 Y7� f h L9 0 /- 12,3 PLM Contractor ^� MI SWR Bull DIN Tenant/Owner ELC Retaining Wall ELR — —_ Footing A„cess: Foundation P)� FPS —_ Ftg Drain SGN Crawl Drain Inspection Notes: // Slab '�� t SIT Post&Beam Ext Sheath/Shear �cJ Int Sheath/Shear Framing -- insulation Drywall Nailing — r,..� val'/�L��.�-S _ 2Firewall Fire Fire Sprinkler _- —_ -- -- — -- Fire Alarm Susp'd Ceiling -- Roof Misc PART FAIL ---- --- -- — - --- - — — Post& Beam ------- -. —_-----•------ Linder Slab Top Out Water Service _ Sanitary Sewer �- Rain Drains FAIL -- __ CHANICAL —� q, 51107 0 Post& Beam — -- ---_ Rough In Gas Line -- _ e Dampers AS PART FAIL CTRICAL — Service -- Rough In UG/Slab Low Voltage Fire Alarm — Final PASS PART FAIL — ---SITE Backfill/Grading — —` �- -- — -- ----- Sanitary Sewer Storm Drain I I Reinspectien fee of$ _ required before next in�.oection Pay at City Hall, 13125 SW Hall Blvd Catch Basin i Unab a to Fire Supply Line ( I Please call for reinspection RE: inspect-no access __ I I ADA Approac!i/Sidewalk Date — ► Inspector _ � _ _-_—Ext other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. _ (moii and Construction Services, Inc. 9025 Southwest Center Street PO. Box 23784•Tigard, Oregon 97223 (503)620-2086•FAX (503) 684-3636 September 22, 1998 City Of Tigard Building Department 13125 SW Hall Blvd. Tigard, OR 97223 Attention: Robert Poskin, Plans Examiner RE: 74'x' Avenue industrial P :rk 15695 SW 74'x' (Bldg. E PC#08-91c BUP# 98-0_+:" Dear Mr. Poskin: The following comments are in response to your Building Plan Review dated September 9, 1998. My numbered responses correlate to your numerical listing under each category. General Comment: The auger pile grade beam has been revised The grade beam has been changed from 5'- 0" to 4' - 0" height. A revised sheet 2.1 A has been enclosed. Energy Compliance: 1 Fnergy calculations for the building, envelope and lighting (by contractor) has been enclosed for your review. Dire and Life.!:"afety: i This issue was a key box (knox) was required for the earlier buildings within this development. It is rn_y understanding that it was determined that a key box was not required/appropriate for this type of'development/structure, therefore the knox box requirement is not applicable to this building,. 2. A. A fire flow test was performed at the beginning of the project. The tests have been enclosed for your review. B. The fire flow work sheet and hydrant flow test has been enclosed far your review City of Tigard-Building Department 15695 SW 74`h (Bldg. E.) PC# 8-91c BUP# 98-0350 September 22, 1908 Page 2 Structural• I. Understood. Carlson Testing will also be on-site and inspecting the excavation of the auger piles to verify the required depth. 2. Drawing 2.6 has been enclosed, sorry for the oversight 3. The details for the one hour fire wall at the north elevation can be found in Web Steel documents, sheet F-1. Mr. Castile has decided to make the south wall a one hour fire wall also. If you have any further questions or require additional information please do not hesitate to call me. Sincerely, James D. Andrews Project Manager JDA.jh enclosures CITY OF TIGARD DEVELOPMENT SERVICES PERMIT #. . . .PLUMBING. . . .. PPERMIT ILM98-O&C - 13125 SW Hall Blvd.,Tigard,OR 97223(503)6394171 DATE ISSUED: 01/15/99 PARCEL: 291,12DC--01500 TE ADDRE7C-- ., : 15695 SW 74TH PYE *DI-D SUED I V 19 1 Ohl. . . . : FANNO CREEK Acr�E TRACTS ZONING: I -P BLOCK. . . . . . . . . . : LOT. . . . . . .. . . . . . . ..006 JURISDICTION: TIG ---------- CLASS Or WORK. . :NEW GARBAGE DISPOSALS. - V1 MOBILE HOME SPACES. 0 TYPE OF USE. . .. . ,COM WASHING-; MACH. . . . . . : 0 TAnCKFLOW PREVNfRS. . I. OCCUPANCY GRP. . :r-2 FLOOR DRAINS. . . . . . . 0 TR#')PS. . . . . . . . . . . . . . 0 STORIES. . . . . . . . . 0 WnTER HEATERS- -,, 0 CAT^H BASINS. . . . . . . : 0 LAUNDRY TRIYS. . . . . 0 SF RAI14 DRAINS- - 0 SINKS. . . . . . . . . : 0 URINALS. . . . . . . . . . . . 0 GREP.73E TRAPS. . . . . . 0 LPI)ATORILS. . . . ; 7 OTHER Fix'rURES. . . .. . 2 TUB/SHOWERS. . . : 0 SEWER LINE= (ft) . . . .1 200 WATER CLOSETS. : 4 WATER LINE (ft ) . . . -. 300 DISHWASHERS. . . . : 0 RAIN DRAIN (ft) . . . : 200 Remarks : 17111.imbing for commercial bi.tilding. Owner,.- FEES JIM CASTILE & AUDREY CASTILE type amol.knt by date rerpt 8100 SW DURHAM RD P RMT s 307. 00 JSD 01 /15/99 99-31222.31 TTGARD OR 97224 5PCT $ 15. 35 JSD 01/15/99 99-312231 P'l..rK $ 76. 75 ,TSD 99-31,2231 PI-ione #- 314-8042 CE!.-. Contract PREMIER PLUMBING 1.7576 SW FARM7NOTON S T E 447" ALOHA OR 97007 r 17-1i-)ne 642-7868 x 399. 10 TnTAI.- Reg .0. 12.4547 REGIUTRED INSPECTIONS This permit is issued subject to the regulations contained in the Sewer 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 Service In approved plans. This peroit will expire if work is not started RoitgFi- in In-,p within 181 days of issuance, or if work is suspended for tore Undprf I(.1or/Under than IN days. ATTENTION: Oregon law requires you to follow rules Top-ai-it I n s p adopted by the Oregor Utility Notification Center, Those rules are IW- 7'1Sac+flnw Prev set forth in DAR 9u2-MI-0010 through OAR 952-MI-0080. You may Finil Inspect; iaTi obtain copies of these rules or direct questions to OUNC by ralling I d B y : rerinittep 51g11atL1V'P +-++++-1-4-+4.......4- ++++4-4-+++-++++--r-++++++++++++++•++++++++ ++-4-++4--+++++-f,f-++4-+ I Cal 1 639--41'75 by 7:00 p. m. for an inspection needed the bkisi nesi day +-4-++++4--f-4-+4-,+-4-4 4-++4-4-+4+,4-+4-++-V4+4-++-+4-++,1-4-+++++++-+++-t-+++++++++++++++,+•+++++++++ . + L CITY OF TIGARD Plumbing Permit Application Plan Check*2/ -i`�/(Y 13125 SW HALL BLVD. Commercial and Residential Rec'd By b L TIGARD, OR 97223 ��._G535n DateRec'd i,_2 /5 (503) 639-4171 Date to P.E. / - 13--9_ Print or Type Date to DST ��7 Incomplete or illegible applications will not be accepted Permit*o ff r7 p g Related SWR r„ Name of Development/Project 'FIXTURES (individual) QTY PRICE AMT Job Sink jr 9.00 Address street AddressSuite — Lavatory -� 7 9.00 U 3 / •�G QJ� .s� �y fub or Tub/Shower Comb. 9.00 Bldg* CIWState / Zip Shower Only — 9.00 j XAa 7, Chi 97�7-� Na / Water Closet !�! 9.00 ,n r L �dam/�yLe, Dishwasher 9.00 -�- - Owner MkIfing Aftess s� �1 te Garbage Disposal 9.00 11ya al_ ,�v/fI''� Washing Machine 9.00 CI /state Zip Phone Floor Drain/Floor Sink 2" 8.00 Name Rc� 3" 9.00 4" 9.00 Occupant Mailing Adt'ress Stile Water Heater O conversion O like kind 9.00 Gas piping requires a separate mechanical permit. City/State Zip Phone Laundry Room Tray 9.00 Urinal 9 L^ Na a Other Fixtures(Specify) 9.00 9.00 Contractor Mailing Address suitgi, L'ye '(Afslt —. '�- 9.00 />'! Plfor to permit City/State ZIP Phone Sewer-1st 100' e / 30.00 3C Issuance,a copy ��' e'- Sewer-each additional 100' / 25.00 1-71, ' of all licenses are Oregon Const.Cont.Board Llc.* Exp. ate - -- r c Water Service- 1st 100' 30.00 required if /,/y�, 7 F,)/,/ n _ _ / 3n expired In COT Plumbing Uc.* to Water Service-each additional 200' / 25.00 ;75 database Storm&Rain Drain 1 st 100' 30.003 O Name ` Storm&Rain Drain-each additional 100' 25.00 `'r Architect y!e-e / �/,� //�Y''' 11 Mablle Home Space 25.09 or Mailing Address c Suite Commercial Back.Flow Prevention Device or Anti- 25.00 9G�_f 5'ey CPa/,: Pollution Device Engineer City/State Zip Phone v Residential Backflow Prevention Device' 15.00 j-i A"1Y (Irrigation liming devices require a separate Describe work to be done: restricted energyeerrmit.) New cit' Repair O Replace with like kind: Yes O No a Any Trap or Waste Not Connected to a Fixture _ 9.00 Residential O Commercial Q-- Catch Basin 900 Additional description of work: _ Insp.of Existing Plumbing 4000 /rs�il/L 4'r �s1/ioc>�' s _ _ r/hr AJC fin' X�a C Specially Requested Inspections 40.00 ._ -�F--- —. Per/hr - --- Rein Drain,slnf,le family dwelling 30.00 Are you capping,moving or replacing any fixtures? — Yes O No 0--- Grease Trans 9 00 If yes,see back of form to Indicate work performed by QUANTITY TOTAL fixture. FAILURE TO ACCURATELY REPORT FIXTURE Isometric or riser diagram Is required M Quant'/Total Is >9 _ WORK COULD RESULT IN INCREASED SEWER FEES. _ — "SUBTOTAL I hereby acknowledge that I have read this application,that the information J GD given Is correct,that I am the owner or authorized agent of the owner,and 5%3URCHARGF. that plans submitted are In compliance with Oregon Stat -Laws. nature of OwnerlAgq t Date ""PLAN REVIEW 25%OF SUBTOTAL / l � �G% ./`i � ,•�/� �y.� Re�ulred only M fbcture gtY.total Is�9 �Y 7 L��tGG{� TOTAL 0tact ParsonNamePhone _ t�9' 1d 'Minimum permit fee Is$25+5%surcharge,except Residential Backflow 17 G Prevention Device,which is$15+5%surcharge **All Now Commercial Buildings require plans wilh Isometric or riser diagram and pian review I Wststplumsm doc 7/2M PLEASE COMPLETE: Fixture Type Quantity by Work Performed _ New Moved Replaced Removed/Capped Sink _ r Lavatory �> Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher Garbage Disposal Washing _Machine Floor Drain/Floor Sink 2" Wates Heater Laundry Room Tray _ Urinal Other Fixtures (Specify) COMMF-NTS REGARDING ABOVE: I'✓!,N\pkirnnpp dog-71i7 12•Q1• P9 15: 32 FAX 503 881 1127 MAILBOX ETC 2929 X1001 Y 17 a7 y N _m i r v W ti N m ?S ' r �- c� m -nc ni o a c ' R ; n CL M CITY OF TIGARD - DEVELOPMENT SERVICES 7RICAI PFRMTT 13125 SW Hall Blvd., rigard.OR 97223(503)6394171 PERMIT #: ELC98-0665 DATT.. T9P31.JED- /91,) PARCEL- 2'�Sl '3 1 TE PDD PESE3. . 1 695 SW 74"n.,, AVE. #131.D IIJBI)TVISION. . . > :FFANNO CREEK ACP E TRACTS ZONING. I it-OCR. . . . . . . . . 00C, JtJRISDTCT1ON- TT ' roj ect De ser i pt i on: Installation of four services or feeders and 40 branch Aecuits. REST DENT TAL UNIT- r3RVC/FEEDFr-?S ,oetet sF OR DESS. . . . : 0 0 — 260 amp. . . . . . . : 0 PUMP/IRRIGGT ION. . . . 0 TACH ADD' L. 500SF. . . - 0 201 400 0 S103N/01-IT I- TNE LTG. . 0 !..TMTTFI) F-NF.r.RrjY. . . . . : 0 401 f-,00 ramp. . . . . . . : 0 SIGN7L./PANE1.. . . . . . . 0 .,o -amps- 1000 0 MINOR I-ALAEL ( 10) 0 nr..ir. iAm/ !wc/rrm. . z o -------BRANCH INSr,ECTTnNc,3-,----- 0 200 amp. . . . . .. : 4 W."SERVICE oR rrr.-DER: 40 PER INSPCCTION. . . . . . 0 ;'0IL 400 amp. . . . . . : 0 Int WO SRVC OR FDR. - 0 PER HOUR. . . . . . . . . . . : 0 401 600 amp. . . . . . : 0 EA ADDIL IIRNCH CIRC: 0 TN PLANT. . . . . . . . . . . : 0 70I 1.000 omp. . . . . s 0 Pr-VTEW 1000+ ramp/volt..... 0 ) =4 RES 1.JNTT9. . , 600 VOLT NOMTN(-)[,.. r pet:ontipet only. . . . . s 0 SVC/FDR 225 AMPS. CLASS AREA/SPFC OCr. : f1l'on P r. FF7ES TTM CASTTI. F & AIJT)PrY rASTTLE type amoi-int by date -evpt )W Dl_lRt _JAM PD PRMT $ 400, 00 D E 11 1 1 /0"/'98 ^98 -2 1 Q.."). rGARr) OR 972P4 5PCT $ 20. 00 DES 11/03/98 98-310 'i5 PRm,r s 40. 00 13 02/02/199 91-312601 -1haiic, #. 314,-.804' CFI.. ERCT $ 97-1. 00 P 01P/02/99 99-312801 B F TT F'r 462. 00 TOTAL. 4 FLECTRTC COI INC 011,32 OW WiRHAM RID REPt.11PED TNSPErTILINS TIGARD OR 97224- 4190 Ceiling cover Flertll Service PficiTi.p if; r,70--7575 Wall Cover Elect' l Fir)A] rsl.eg #. , - 127438 This persit is issued subject to the regulations contained in the Tigard Municipal Code, St8ti of Oregon Specialty Codes and all other applicable laws. W work will be done in accardence with 4pproved plans. This permit will expire if world is not started within 180 days of issuance, or if work is suspenOod for more than 180 days. ATTENTICNi Oregon low rquires yolt to follow the r0es adopted by the Oregon Utility Notification Center. Thrsp rules are ;Pt forth in OAR 952-0014010 through OAR WO-001 '387. You may obtain a -Ir of these rules or direct questions to r1JW. by calling fW)M-1987. Permittee SlianAtl-lre ;i (7 9(,IJ6A� ........------0WNFR TNSTAL.LATinN ONLY- TFie itistallAtior, is being made on proppi-ty I own wfiir.1-i is ii c)t 1i)1et)drf1 fr.i- TeAse, or rent. .11NEWS PsIGNPT(..)RF+v Dr)TE: ClINTROCTOR Tlq!';TALL ATTON ONI-Y DATE C'�NnTORE OF !3t,1PP. F"T FC' N- Aft ' r,r:,Nq!7 +,,in.. +++++4 41 4 4 4 4, F.+ +,.4..r + 4- .I,..F..}. 1 14, 0 t+4 f-I I-+-4 i f+ 4- F 4 4-4 4 4 4--1- +.}. 4 CITY OF TIGARD CO DEVELOPMENT SERVICES SEWER V-1ERMTNNECTION T 13:.'.5 SW Hall Blvd.,figard,OR 97223(503)639-4171 F'ERMIT #. . . . . . . . C3WR980352 DATE ISB)LIED: 01/15/99 r,ARCEL.: S11 JC-01 th0 7j.1TE ADDRESri. . . : 15C,95 SW 74TH AVE It B L') SIJPDIVISION. . . . :FANNO CREEK ACRE TPACTS ZONING: I—F' BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . .006 JL)RISI)T"TION: TIG TENANT NAME. CAST I L.E., J I M & AtJD REY L"r-In NO. . ., » . » . » . . • FIXTURE' LINITS. . . : r,Lj1)85 OF WORK. . . :NEW DWELL I NG tJN I TS. . : 2 TYPE OF USE. . . . . :COM NO. OF PUILDINGG: 0 T NSTALL. TY17,E. . . . ,SL19WR IMPIERV SLJRFACE: 0 s Remai,kst rili-Imbing for commercial bi.tilding. Ownerc FEET TIM rAT)TTI..E 9. ALJDRF_Y CASTTL.F tyre a m o ii n t by date r-pcpt 3100 SW DIJRHAM RD PRM" $ 4500. MO .TSD 01/t5/99 99-3J22232 TICART) OR 97224 "'hone #: 314,-B042 CEL Contract or-: (:.)WNER o n e # 4600. 00 TOTAL_ '?eg #. . RFQLIIRCD 11,073PIECT MNG `his Applicant agrees to cosply with all the rules and regulations If the Unified Sewage Agency. Thr peroit expires IS@ days frDV f4 date issued, The total avount paid will he forfeited if the ,iermit expires. The Agency dogs not guarantee the accuracy of tf,f !'de sewer laterals. if the sewer is not located at the veasurevent given, the installer shall prospect 3 feet in all directions frow "he distance given. If not so located, the installer shall purchase -i "Tap and Side Sewer" Per-it and the Agency will install a lateral. nTTENTION: Oregon law requires you to follow rules adopted by the 7regon Utility Notification Centm Those rules are set forth in DAR �5c-081 0010 through OAP. '152-MI-1680, You lay 6'(aln C'OPi*s Of then rules n, direct question-, to calling (43)24 -19 7. -mittee c,3iqnAt1_1V�e(; S y t. F}++4 4 4+++4.........4-++ ++-++++++++++-+++•4•++++++++++++4•+++•+-+++++++•f++++++++++4.4 4- 1-+ Call 6:39-4175 by 7-00 p. m. for an insper-ti,on needed 1-lie nelit bLisiness day 4-++++4+++++++++++++4-+++4-+4++++++++4+++++++-1......++++4-+++1-++++-•+++--!-,4-++4- +i � Accumulative Sewer Tally This SWR# Fenant Name. - \ddress:�/,"(y,95- This PLM#: -ixtu Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped oft value added# added #s total Count off#s count -value values 3aplislry/Font �- 4 - 3ath-Tub/Shower 4 - -Jacuzzi/Whirlpool 4 Car Wash -Each Stall _ 6 _- Drive Through_ - CuspidorfWater Aspirakor — Dishwasher- Commercial - _Domestic 2 DrinkingFountain E e Wast Floor Drain/sink- 2 inch 3 inch 5 - - . 4 inch _ Car Wash Urn 6 Garbage Disposal- 16 Dorneslic(to 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 — - — - - -Stall Sink- Bar/Lavatory-----. 2 - -_ _ _ _�- Bradley - - 5 -- -- - -- --._ _ - Commercial3 -- Service -- - - 3 -- Swimming Pool Filler -- Washer-Clothes 6 ---- Water Extractor 6 - _Water Closet-Toilet_ 6 _- —_ _ - �' 2 Urinal 6 TOTALS Total fixture values:-_. j divided by 16 = EnIJ HISTORY -- PLM# EDU# SWR# PI_M# _EDU# SWR# SW_R# PL_M# --- - E D U#- SWR#_--- -- _PLM# - EDU# SWR# PLM#--- -i---" EDU# SWR# ---- PLM# CDU# SWR# I\dstslswrtaly doc { Ll IT I O. INCA and Construction Services, Inc. 9025 Southwest Center Street PO Box 23784-Tigard, Oregon 97223 (503)620-2086•FAX (503) 684-3636 2' January 14, 1999 � � Tigard Building Department .\�(� uI Attn: Bob Poskins J 13125 SW Hall Blvd Tigard, OR 97223 RE. Puiidi��g E i 569,- SW 74"' Avenue -� Tigard, OR 97224 Bob There has been a minor change in the construction of the auger piles in the 7 1 Avenue Industrial Park Building E job building permit number 98-0350. Due to high water conditions, the depth of the piles was lessened, with dry cement placed in the_ bottom of the hole prior to pile installs'ion in accordance to a recommendation from Jim Imbrie of Carlson Testing. This change meets with my approval. If you have any questions, please feel free to call me at the office anytime. Thank you. Sincerely, James R Nicoli. P CITY OF A D IvIF.rHANICAL DEVELOPMENT SERVICE'S _ RM I T 13125 SW Hall Blvd., Tigard.OR 97223(503)6r,F---RMIT #. . . . . . . .. MEL:98--,05E,3 39-4171 DATE TSSLJED,. -TTF ADDRESS. . . : 15(193 SW 74TH AVE #VI.-D . PARCEL-- 2S1t2DC--015Q1.0 ITAD T V 19 1 ON. . . . : PANNO CREEi, ncPF TRACTS ZONINO: T-0 LOCK. . . . . . . . . . : LnT. . . . . . . . . . . 006 JURTsDic-rinKI: TTG- CA-W33S Or' WORK, :ALT FLOOR FLIRN. 0 EVAP COOI'.ERS: 0 TYPE OF LISE. , . -OOM 1JNTT HEATERS- - 0 VENT FAW*). . . - 4 OCC1JPnNCN' GRP. . :F21 VENTS W/0 APPI... o VENT SYS!'EMS: o STORIES,. . . . . . . . : 0 BOILERS/COMPRESSORS HrODS. . . . . . . : o FIJEL 0-3 HP. . . . : 0 DOMES. TNCIN: 0 3--1S HP. . . . : 0 COMML. TNCIN- 0 MAX INPUT- 0 STIJ t5._.,30 HP. . . . 0 REPAIR tJNITS- 0 FIRE DAMPERS?. . e 30-50 HP. . . . 0 WOODS3TOVES. . 0 GAS PRESSLJRE. . . �_j=0 A. I ip. . . 0 01-0 DRYP-PS. . 0 NO. OF AIR HANDLING UNITS OTHER LINTTS). - 0 F:'LJPI\l ( 100K PTIJ-. 0 10000 cfm. 0 COS 06-l ',r"T9. : 0 F=URN ) =100K BT[I: 0 10000 CFM- 0 Remaly^ks : 74th Industrial Park 81di E Owneir— FEES JIM CASTILE K AUDIREY CASTTL7 typr! �Imo(.Int by dtate I-ecpt r 810121 SW 1)(ARHAM RD PRMT -26. 00 Dl-JJ 12/15/98 138-.3115,-S6 rionpr) OR 972014 FSPCT Dl-H 11.";3F, Phone 314-804.2 CEL Eccn/Spi- 1. ANDSC'0r1Tl\lr7 INC 8100 SW DURHAM RD TIGARD OR 97o2'24-73195 ;-..,7. 30 TOTAI Phone #: 639-1,395 Peg W. . . 68998 RE=r).LJIRFD INSPECTTONS This persit is issued subjert to the regulations contained in the mechaniczll Insp Tigard Municipal Code, State of Drp, Specialty Codes and all other FlnRl Inspection applicable laws. All work will be done in accordance with approved plans, This persit will expire if work is not started withir 189 days of issuance, or if work is susrendpd for sort than 180 days. ATTENTION: Oregon ]a,# requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAP 992-091441e, through OAR 9124*1-8898. YOU say Obtain Copies Of these rules or direct cuestiatis to O1i by calling tssito By4' Permittee SignEltl.lvps ++-11-+4+++`+4-4-+4...4-4 +4-4++ + +++4-4,16, +++4.++++++-++4-++-++++1 -1•++++++++++1.++.+ +_4+ ,7 " 6,7f,13-41 7!7p by 7;00 p. ir,. For i 11SPLIrt i of,!, TI-0ded ':ht, next bi,is i ne 5 s ij,iy ++.4.•}.a-+,{..+++++++++++++++a.++++++++++++•+++„1+++++4+++++4++++•++++ 1-++4-.++,4 Check CITY OF TIGARD Mechanical Permit Application k Plan #!----- Rec Plan By k 13125 SW HALL BLVD. Commercial and Residential Date Recd z11s -7 TIGARD, OR 97223 mate to P.E. (503) 639-4171, x304 Date to DST_ _ '1- Print or Type 7 Permit# r�tir Oji�� F e /I-`9 -("-incomplete or illegible applications will not be accepted canes ,fir ,,C;f j--� Name of Development/Project '? Description -711r4 rw-6S/'i4Y z Af/i Table 1A Mechanical Code _ O Price Amt Job Street Address Sulle>Y A Permit Fee _ __ 10.00 Address `' Q sem 1) Furnace to 100,000 BTIJ �- includin-g duds&vents 6.00 Bwg:E cny/stme zip -- -- — G�i� 9�'s'? 2) Furnace 100,000 B1 U+ �< �r including duds 8 vents _ 7.50 Na a(or nameof business) 3) Floor Furnace -- Owner ", �� yc/�/I r%asiL oaw. _including vent i _ 6.00 Mailing Address 4) Suspended heater,wall hoater -� or floor mounted heater _ - 6,00 L v !I 5) Vent riot included in appliance permit CRY/Stats Zip Phons _ 3_00 _ ri�drd' At q7�J'' G,3�j�3,J� CHECK ALL v *Boiler Heat Air - Name(or name of business) THAT APPLY: or ' Pump Cond Qty Price Amt _ Comb 6)<31-IP;absorb unit to Occupant Mailing Address 100K BTU _6.00 7)3-15 HP;absorb unit CRY/state zip Phone, 100k to 500k BTU _ _ _ 11.00 8)15-30 HP;absorb COntraCtoru Now Lunit.5-1 mil BTU _ _- 15.00 z5IYU �d.�5�. 9)30-50 HP;absorb unit 1-1.'75 mil BTU _ 22.50 Prior to pennd Mailing Address nI / ! 10)>50HP;absorb unit issuance,a copy '.S1 C'LJ Gly s/U�rIAM /<c�_ >1.75 mil RTU_ _ 3T50 of all licenses City/slate Phone 11)Air handing unit to 10,000 CFM -_ are required if —/ /X.7,,'/ O- `r7 Z2 G.3Y/3i -- - 4.50 expired in COTCrap on ont.Mord Uc.N r Exp.Date 12.)Air handling unit 10,000 _ database_ (p fy�'�� leyl 79 _ _ 7.50 Architect No" 13)Non-Portable evaporate rooler /Ul�Ol/ 11 /rl✓V/i l+�- 4.50- _ or Mailing Addrea o '- 14)Vent fan connected to a single dud 9'e25' sed t^pi!>I�' _ Y 3.00 15)Ventilation system not included In Engineer CRyIBUMs / Zip Phage _ appliance�errnit __ _ 4.50 16)Hood served by mechanical exhaust Describe work t,)be done: 4.50 17)Domestic incinerators New U Repair O Rep.ace with like kind: Yes O No O _ 7.50 _ Residential O Commercial O 18)Commercial or Industrial type Incinerator 30.00 Additional Information or description of work 1 R)Repair units _�- _ 4.50 20)Wood stove 450 2 )Clothes dryer,etc. 4.50 Type of fuel:-oil O natural gas O LPG O _electric O 22)Other units — _ 4.50 1 hereby acknowledge that I have read this application,that the information 23)Cas piping one to four outlets — given Is ccired,that I am the owner or authorized agent of _ _ 2.00 _ the owner,that plans submitted are in compliance with Oregon State laws 24)More then 4-per outlet(each) W. -- -.— ---- 50 - $�ftsure of Owner/Agent Date ' -' Minimum Permit Fee:25.00 SUBTOTAL 5%SURCHARGE C� Contact Pelson Name Phone _PLAN REVIEW 25%OF SUBTOTAL r Re. ulrei for ALL commercial permlts only 9, r 111 C a 6 1r6 e e,..f�l��5�� rOTAL 'State Contractor Boiler Certification required "Residential AJC requires site plan showing placement of unit '%mechperm.doc rev 07/20/98 ad p 4` ,,1 L I pre I /a . . IM 1 :159 ` _ T and Construction Services, Inc. 9025 Southwest Center Street P.O. Box 23784•Tgard, Oregon 97223 (503)620-2086•FAX (503) 684-J636 FINAL SUMMARY LETTER May 19, 1999 City of Tigard Building Department Attention: Tom Plescher Building Inspector RE: Special Inspection - Final Summary Letter 74" Avenue Industrial Park Building E 15695 SW 741h Avc iut- Tigard, OR 97224 Job No. 96-0622 Mr. Plescher, This is to certify that the requ'd ed special inspections were performed for the above noted project. To the best of our knowledge, the work was in r_.nnformance with the approved plans and specifications and applicable workmanship provisions of the State Building Code and Standards. If there are any further questions regarding this matter, please do not hesitak to contact this office. Respectfully submitted, Nicoli Engineering i C F.GON C/ v � 17, � \ James R Nicoli, P E. E-�,r�iREs t2_31 2C)g0 JDA jh CITYOF TIGARD ___ MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2000-00211 DATE ISSUED: 05/30/2000 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL. 2S1120C-01500 SITE ADDRESS: 15695 SW 74TH AVE 350 SUBDIVISION: FANNO CREEK ACRE TRACTS ZONING: I-P BLGCK: LOT: 006 JURISDICTION: TIG CLASS OF WORK: AL" FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: OCCUPANCY GRP: VENTS W/O APPL: VENT SYSTEMS: STORIES: BOILERS/COMPRESSORS HOODS: _ FUEL TYPES 0 - 3 HP: 1 DOMES. INCIN: 3 - 15 HP: C OMML. INCIN: MAX INPUT: BTU 15 •• 30 HP: REPAIR UIJITS: FIRE DAMPERS?: 30 - 50 HP: WUODSI UVES: GAS PRESSURE: 50 + HP: CLO DRYERS: FURN < 100K BTU: AIR HANDLING UNITS OTHER UNITS: FURN >=100K BTU: <= 1u000 cfm: 1 GAS OUTLETS: > 10000 cfm: Remarks: Install 1 air conditioning unit <3hp; absorb ur,t to 100K BTU and 1 air handling unit to 10,000 CFM. A/C units cannot be placed within the required setback areas. Owner: _ _ FEES_ 74TH AVENUE INDUSTRIAL PARK LL Type By Date Amount Receipt 8100 SW DURHAM RD PRMT KJP 05/30/20( $50.00 00025'8 TIGARD, OR 97224 5PCT KJP 05/30/20( $4.00 0002548 ^� Total $54_00 !J Phone: Contractor: _ ABLE HEATING + COOLING INC 12420 SW SUMMERCREST DR TIGARD, OR 97223 _ REQUIRED INSPECTIONS Mechanical Insp Phone:579-2250 Cooling Unt Insp Reg #:LIC 00108535 Duct Inspection Final Inspection 0RIGIN' IAI._ This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. 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 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0080. You may obtain copies of these rules o djrect questions to OUNC by calling (503)246-91t39. Issue By: P:irmittee Signature: + Call (503) 639-4175 by 7:00 P.M. for Inspections needed the next business day P!an Check# CITY OF TIGARD Mechanical Permit Application Recd By _ 11125 SW HALL BLVD. Commercial and Residential Date Recd TIGARD, OR 97223 Date to P.E. (503) 639.4171, x304 Date to DST_ Print or Type Permit# ni �U Lt�2i1 Incomplete or illegible applications will not be accepted called r Name of Develop •en1 Project Description T _Table 1A Mechanical Code Qty Price Amt Job Street Address Sone# A) Permit Fee _ 16.00 Address / •' �i� (� 1) Furnace to 100,000 BTU - including ducts&vents see footnote 1,2 9.65 Bldg# city/ ate Zip 2) Furnace 100,000 BTU+ �^ ? Z including ducts_&vents _see footnote 1,2 12.00 Name(or name of business) 3) Floor Furnace Owner Includin vg ent _ see footnote 1,2 _ 9.65 Mailing Address 4) Suspended heater,wall heater or floor mounted heater see footnote 1,2 9.65 5) Vent not included in appliance ermit 4.75 Coy/State Zip Phone Check all that apply: 'Boiler Heat Air For items 6-10,see or Pump Cond City Price Amt ��— Name(or na�sotbusiness) footnotes 1.,7 Comp 1 6)<IHP;absorb unit to _ 100K BTU _ 9.65 Occupant VaillrigAddrotu r' f 7)3-15 HP'absorb unit �S 100k to 500k BTU 17 65 city/State ZI Plh / .r 8) 15-30 HP;absorb ( � Z t► Ajoit 5.1 mil BTU_ __ _ 124.15 )30-50 HP,absorb 11 Name, f� Contractor Na unit 1-1.75 mil BTU _ 36.00 ,f emY., _ 10)>50HP;absorb unit Prior to permit Mallin Address _>1.75 mil BTU 60_5 issuance,a copy /Z t 2"-' r L�� r� 11 Air handling unit to 10,000 CFM of all licenses Cnyrstate Z p I hon , _ / 7.OG_ are required if / C • 1 Z >7 2 Z S 12)Air handling unit 10,000 CFM+ expired In COT Orep oust. t.Board # '1 75 database �j t 1�)Non-portable evaporate cooler Architect Na'1e _ 7.00 14)Vent fan connected to a single duct Mailing Address 4.75 or 15)Ventilation system not Included in �TIlancepermit _ 7.00 Engineer Cnyrstate Zip Phone 16)Hood served by mechanical exhaust 7.00 Describe work to be done. 17)Domestic incinerators 12.00 New O Repair O Replace with like kind. Yes O No O 18)Commercial or industrial type Incinerator 48 Residential CommercialO 40 W 19)Repair units Additional Information or description of work: _ 8.40 20)Wood stove/gas FP/other units/clothe dryer/etc. 7.00 NOTE: For Commercial projects only;Units over 400 lbs.require 21)Gas piping one to four outlets structural gas talcs. See footnote 1 375 Type of fuel oil U natural gas O LPG O electric O 272)More than 4-per outlet(eac __ .75 Minimum Permit Fee$50.00 SUBI OI AL I hereby acknowledge that I T e read this application,that the infonration /a SURCHARGE �* given is correct,that I am the owner or authorized agent of PLAN REVIEW 29/6 OF SUBTOTAI the owner,I t tans submitted are Icewith Oregon State laws. Required for ALL commercial ar_m!—2nlY $Igo ro f a gent Date _herand Fees: 1. Inspections outside _ of normal huahtess hours(mininum charge-two c n Name Pho a hours) $50.00 per hour Inspections for which no fee is specifically Indicates' (minimum 22 charge half hour) $50.00 per hour Foonotes for commercial protects only: 3. Additional plan revin,N required by changes,additions or revisions to 1 Provide full schematic of existing and proposed gas line and pre^•sure plans(minimum charge-one-half hour)$50.00 per hour 2 Provide drawings to scale showing existing and proposed mechanical units *State Contractor Boiler Certification required `�--v "Residential A/C requires site plan showing placement of unit I:Unechperm doc rev 02/4/99 �a N il c=' Al Z , Z ------� � r o r AM MLM R1O&COOLING INC. ,,W.B MNMERCREST DR. TIMV 0 OR 97223 Heating And Cooling Air Conditioning Site Plan Customer Address5% qt cd 2iP`l7Z lu i I ` C0� ` �VC il' 96 '-0" (SIDEWALL, 160'-0" OVERALL) 16 '-011 16 '-0" 16'-4 1 /2 " 15'-7 11211 16'-4 1 /2 " 15'-7 1 /2„ 4C �_ W 0 ME 15 LJ L6 C _„_____ 1 6 FRAME �_ 1 7 FRAME ` 1 8 .� 19 FRAME L62 0 Cl� FRA • --- • • • • +----------------- ------------ -- ----------- ------ ;w �� .---.------ --�----- ------�------------I• ----------------- HOUR --------------- .------- 2 SIM. @ COL'S. (1 ) HOUR FIRE WALL ~�•,.� � X-B o 61 81 10, 18, I (PER SHEET Fl ) RACE I S , • I c ` ' 20 AND 22 I ROOF ``�,� X-BRACE IN —� PEAK ROOF ABOVE W --- 0 6 �• ;• I X-BRACE i X-BRACE I z I TYP. @ I T p I X-BRACEI C2 SLA$ I ' ,� I EDGE: C � FLAB c� i EDGE Ln � X-BRACEj -F YP @ @ COL'S 4, S, I I i 1 es2 7, 9, 11 , 12,SLAB C ; EDGE 16, 17, 199 21 , _ _ 23 AND 24 I •�---------- .`—.t.. ---. -- -- •------- -- —� ------ ------- --- 1 • • — .-. — • — -- -- —• ------------------------- 10 -------------------- 1 411 1p g 8 7 30 X 68 4° X 30 40 X 30 4° X 3° . "' . , . � . • �� WINDOW 24" EXTENDED EAVES 12` X 12° WINDOW 3° X 68 WINDOW • ® • . " : " '� TYP. A BOTH SIDEWALLS OVERHEAD DOOR a • • a . a . 3 • aaa • rs ./�Ji\ may- R V a • V • n . • . n 1 FOUNDATION PLAN • ai ,,�� p . x y , NOTE: SEE SHEET D 1 FOR _ , � G�� .� 1 X - COLUMN REFERENCE NUMBERNO ''�E DOOR FRAMING DETAILS. y 30, M. ASK4 Engineering , Inc. C8 LY WEB STEEL SALES, INC. � B LC 39084 Proctor Blvd. Suite 'C' CASTILE BUIDLING AT - - _ 37396 RUBEN LANE, BOX 9 DATE 8 1 0 9 8 rEEIAERIK Sandy, OR 97x5 5 SANDY, OR 97055-9377 TIGARD, OREGON JOB N0. 9820 - 114 INC. 503 ) X68'6550 (503) 668-3267 / BUILDINGS SHEET 1 A DMSION OF WEB Stet SALES ie r :c +OU'Nd' T#f! Sa7rx`hV "''FT„ ^nT!ip3Rk:9'i'491F "e:.,a ._ ..., _ NOTICE: IF THE PRINT OR TYPE ON ANY � II - I � � • ( H r 11 I 111 111 I IMAGE IS NOT AS CLEAR AS 1 HIS NOTICE, IT IS D U E TO THE QUALITY OF THE ------ ---------- --- 12 1111_ I._L___il�l_l ___II 11 _ Illi illi Ilii I_III 1111 .11-.E- 11J111Ill-f-lli _i-lli-111-1r-111(. 1_11111_1( -1-111 ____-- I _-- .-5 ORIGINAL DOCUMENT EI11116 311 Il6Zll IISZ11 1111 II6IIIIIIIIII IILII iIIII I19ll .illll IIIII II T aai3w' IIII IIII IIII.IiII III{ IIII l lll.11ll illi LIII Illi illi l.l.11 ll ll a. 1x1.1 LIIII�11 5 . _ __. -.............,,.s..+,...,tib 1 64'-0" (SIDEWALL, 160'-0" OVERALL) 16'-4 1 /2 " 15'-7 1 /2 " 16 '-0" 16 '-0" W 1 2 @ COL'S. w 'C I 4 1 3 13 C � � S1 AND 15 21 'FRAME 2 2 2 3 CFRAME N24 FRAME .—.------ • •----------------� ------- • • -------- • • I —�r r----i•�----- ---� • — rJ" ----------- X-BRACE I i ( 1 ) HOUR FIRE WALL •— i ROOF X-BRACE IN I (PER SHEET Fl ) f— PEAK .,.r'� ROOF ABOVE , 3 B @COL'S. I r ' S2 2 AND 14 25 Z 7 I� � � 5 SIM. @ COL'S. 2 X-BRACE 251 26 AND 27 I I TYP. @ X-BRACE I SLAB' 1 � � � ' �- s ��2 EDGE I II X-B RACE I � j ------- ----------------J ------------------- ----------------� a � e • • e • O e i • A • e 40 X 30 30 X 68 • 4090 : • i • • e• • • • • 24" EXTENDED EAVES es e i • • 12° X 12` WINDOW DOOR • e • ew • ' " : • :OVERHcADY'002TYP. AT BOTH SIDEWALLS • . . w • DOOR • • • • iwwy 'si TN� FOUNDATION PLAN :: ; Fa • • NOTE: SEE SHEET Dl FOR . �� 2 X — COLUMN REFERENCE NUMBER NO SCALE DOOR FRAMINU DETAILS. 1 A i 0REuvN ASK4 Engineering , Inc . Y LC + + WEB STEEL SALES INC. B 39084 Proctor Blvd. Suite 'C' CASTILE BUILDING E � DATE 8 - 1 0 - 98 37396 RUBEN LANE, BOX 9 EIAERIN Sandy, OR 9705 S TIGARD, OREGON SANDY, OR 97055-9377 ..JOB NO. 9 8 2 0- 1 14 �� ( 503 ) 6 68-6 5 50 - (503) 608-3267 5BUILDINGS SHEET 2 A DMSION OF WEB STEEL SALE5 - .' NOTICE: IF THE PR;NT OR TYPE ON ANY iTI111II III III III III III III III 111 11 ! i � � I [T _I.JITFIT T.f.l .-q. I III 111 iII X11 I �>r � � 1T 1� f III L�I �1II f� l � If lIl L� L 111 � 1I , , � � � III III III III I I I ( I I I I I I � ( I I I � , � � II I i ► Ii ��.. �.� ..��// IMAGE ISN I I I 7 NOT AS CLEAR AS THIS NOTICE, � _ 2 � 4 5 � 7 $ ! � - 10 � 11 � IT IS DUE TO THE QUALITY OF THE ll-'36 ORIGINAL DOCUMENT �- �------ ----,----- --- -- -r------�--- - — - -- __ — -- _�_ ------ -, � I 6Z 8Z LZ JZ 15Z fiZ I EZ ZZ TZ UZ 1111181 1 LTtiti 91 5T fiT CT I ZT TT i 6 8 L 9 S3 Z T ��tli3w ! IIlII iii �� Iiil Iiia uIi iiii ilii itll��iiiliiii �I�� Ilii IL!IItIiLLIIII LtII ilii. ILII ILII utI ilii itll IIIIIc IItl�tttl� ittt itt flit flit t1I11111 tt11 tI��1u1 IIIc IIIL ��u �� 11.11. ul� It1111111 II I � 1 � - 1 r . Y NOTE: SEE GENERAL NOTES (SHEET N1 ) ROOF PURLINS FOR ROOF AND WAI I PANEL INFO., (PER SHEET N1 ) 1 @EXT. EAVE TO 2 @ EXT. SAVE TO FRAME @COL'S. T.P.W. @ COL S. _ 5 S 41 5, 71 91 11 -� 6, 8 AND 10 (W-) _ AND 12 �.�..�..•+w o z N �i MAN Z of OCQ � WALL GIRTS TYP' @ (PER SHEET N 1 ) S4 X-BRACING SIDEWALL EXTERIOR ELEVATION 3 NO SCALE ROOF PURLINS (PER SHEET N1 ) ...mss— r' �-•.. a� W • • • O • b NAI � � N • • • a�• • �► � +! • • • 438 WALL GI RTS 2 SIDEWALL EXTERIOR ELEVATION TYP. @ (PER SHEET N1 ) , ! •�� S4 X-BRACING 4REwN " • ' 3 NO SCALE ASK4 Engineering , Inc . 1EE1 BY LC 39084 Proctor Blvd. Suite ' C' CASTILE BUILDING ` E ' WEB STEEL SALES, INC. ------ 37396 RUBEN LANE BOX 9 DATE 8 - 7 - 98 _ rESFM $ai'i�y, OR 9705 5 SANDY, OR 97055937? so3 � � 6 $- TIGARD, OREGON > JOB No. 9820- 114 6550 (503) 668-3267 y1w BUILDINGS SHEET 3 A WSION 0F: WEE STEEL SALES -- All 1011111111 �. .. A.,.,.,,., . ... NOTICE: IF THE PRINT OR TYPE ON ANY _rl.r�� Ir � I � � � I � � il � � I � � I � � I � � I � Ali ili � L� r-�TTI� -I_�.r. .�,�I__rT ��.( �--1rIr IIMAGE IS NOT AS CLEAR AS THIS NOTICE 1 r 34 � I l I I 1� :.� a 8 9 .4 1Q 11 12 IT IS DUE TO THE QUALITY OF THE � ^- _-- ----------- ---- - — _ _ ,J •- II11 III-I_11111111 IIII IIII IIII IIII IIII 1111 ILII �IIJ llll _llll Illi llll llll III I(�l ll�l (IOli ZIIII Il6li TIillLllSl! TIIII IlLil TI I I 9.T � T � T EI Zi T � pT g� g No.DOCUMENT r."- Lg $E IZ �.. ..»� !I 1111111 �illllllllllllllllllllllllllllllllllL lllll �l ILLI-llllll X1.11 llllll�l i �� l�l�l�-I� 9 "1 f � ROOF PURLINS @ EXT. SAVE TO (PER SHEET N1 ) 2 FRAME @ COL'S. 1 EXT. EAVE TO is 16, 17, 19, 211 $ 6 T.P,W. @ COL'S. 23 AND 24 189 20 AND 22 _ r \ f 2 � W / \ T- C ti J` \ WALL GIRTS 1TYP. @ I (PER SHEET N1 ) $4 X-BRACING SIDEWA�.L EXTERIOR ELEVATION NO SCALE NOTE: SEE GENERA!_ NOTES (SHEET N11 ) {-- ROOF PURLINS FOR ROOF AND WALL PANEL INFO. (PER SHEET N1 ) f a • e • • ,_p. • •sw• e• re • •oe• j � ee •• • o••a� �► �: ss • r �p pm As, I F GI F A� WALL GIRTS `'. . ^1N SIDESIVA eS44X-BRACING TYP. @ (PER SHEET NI ) LL EXTERIOR ELEVATION ORE%auN � 4 NO SCALE 'q 1'309 fY M M. �. ASK4 Engineering, Inc . EEIBY LC o + WEB STEEL SALES INC. 39084 Procto; Blvd. Suite 'C' CASTILE BUILDING E 9 N N B' DATE 8 - 7 - 98 373. 5 RUBE LANE, OX 9 Sandy, OR 97055 TIGARD, R ONSANDY, OR 97055-9377 JOBN0. 9820- 114 t , �_ _ 0 EG�. _SNC. ( 5 03 ) f 6 5 5 0 (503) 668 3267 5BUILDINGS SHEET 4 _ A WSION OF WEB STEEL SALES NOTICE: IF THE PRINT OR TYPE ON ANY rlr� llr 1111111 1111111 Ijllll � ► I ► IIII III ►-r r�r�l1 � IT��I1 II111�T 1I � ` I � I l � I III III III 111 III 111 III 111 ( 111 111 111 III 1. 11 III 111111 III IJIIIII III III IIi1111 III III ! 111111 IMAGE !S NOT AS CLEAR AS T, HIS NOTICE, -_-----_—___� z ._4i I I 61 . I 12 i 7 IT IS DUE TO THE QUALITY OF THE No.36 � mo��«�� ORIG!,vAL DOCUMENT ..II llll IIsIII�I,III (III zIIII iLll zIIII I z 5 z z z z z T z 1 6 I 8 I L �` T IE I z i 1_1 . 0 I III9 ' L .. 8 � — E—--�z—J—1 ! III�I9i511 s oTz � �tlCi�3w1 i 1 i II I ;1 I I I r' 7s ,r�"�n""": a i C6 X 8.2 STEEL ENDWALL RAF-TER (INSTALL SINGLE 'A' �C+ BRACE AT PEAK) O S Z 4 OPP. ° PEAK S5 S2 PEAK U1 [T SAVE 2 `—� 3 ° EAVE ° Z ' — S5 -' Z OPP. -- V00 • ��y z • •i ! i ° iii•!• !••• •0 i t • T.0. ° T.O. �.i . •0 • . • ... .. 2 CONCRETE CONCRETE • .• • t•.i �14rMr►`kyr. •'.� •• WALL GIRTS X—BRACE / � P • • (PER SHEET N1 ) (PER SHEET S4) ry . •••• 384 •..• �� f • ENDWALL INTERIOR ELEVATION : •� �p� c)R�vvl� ® �► o +� �?ry M ASK4 Engineering , Inc . r r WEB STEEL SALES, INC. EEI BY LC 39084 Proctor Blvd. Suite 'C' CASTILE BUILDING E 37396 RUBEN LANE BOX 9 � DATE 8 - 7 - 98 Sandy, OR 97055 TIGARD, OREGON SANDY, OR 970559377E,— JOBNO. 9820- 1 14 503 668-65 - (503) 668-3267 BUILDINGS INEL? } 5 0 SHEET 5 A DIVISION OF WEB STI SALES NOTICE: IF THE PRINT OR TYPE ON ANY -III � � � Illlll � lllll � il 1111111 i � � liii 11111 � r r� Tjr1i. il.i ( � I � _�.�..� il � SII ter til Iii ISI ► � � tit ISI ill Iii iii till , I int ISI til ISI Iii tit Iii lJl � ► I ISI ► � I i � l � lll � i � ► int i � l ( ► � I � `_ �- , IMAGE IS NOT AS CLEAR AS THIS NOTICE, IL_ g 9 _ - 1� 1 ! 12 ITIS l;� IS DUE TO THE Q -,LITY OF THE e _- —� � r ORIGINAL DOCUMENT , - � - _ -- _ _-- --- -- 6Z SZ LZ 9Z 5Z � Z I EZ ZZ TZ OZ 6i SI L1 AT 5I fig[ E1 Z1 11 01 6 Y8lL 8 �9 E Z T0HIM ' I I I �� III. IIIIIIIIIIIITill �lfll(Illllllllllillill�iIIIIIIID IiIIIIIIIIIIIIIII�illlli �� II,IIIIIIIIIIIIIIIIIIIIIIiil� 1 llllllLlll. 1111 �I!��,Illlll lll.11lll.11l LlllIIII�l11 r �M 4„ k )� ,. ...-. 'W �?' :Cr�..lL4�'di W :�ilP. ef. 5 4J':G'"N.,..Ge•.;�.' � 4w L3"�c1 +,r�'"f�..�Nk "�#1�4�P?},. � ; ki iYi . ._ _ . 'S. �v b �?�' Y k r ��'-� l��f'K+.Y '��.Vp1" ,—dw� ro.,. •. :, »Wd,+��q� ��d,.�11':' w , i e ) �, •::: .H✓" G� � u1. 7 ,sit-ll:,. .- r:<s C6 X 8.2 STEEL ENDWALL --- Q RAFTER (INSTALL SINGLE W •1 O � BRACE AT PEAK) , 4 S2 PEAK S2 1 � PEAK SS 73 EAVE EAVE r S5 !• .. . OPP. Z • . • ..r 1r ,■ - ! iA ! • 1 !f e • • r a ..� 1 rM•S �l s A so IN '0 R Y ■ 1 w // ♦ w ° sa� s �nr w� C f i ■ : • * • r rrfire • r ! • r f f • ! � f • ! R T.O. i • it • !• • • T.O. CONCRETE • . ° CONCRETE ° �' ° ° ° ' ° • � r r �� • rsrr ! rs • • vf X-BRACE WALL GIRTS � * • • (PER SHEET S4) (PER SHEET NI ) w t "89� v ENDWALL INTERIOR ELEVATION -.~ ORF"ur 6 30, M. � ASK4 Engineering, Inc . EB Proctor blvd. ' �'' LDING ' � WEB STEEL SALES, INC. BY Lc x9084 Psuite c. CASTILE BUI E r� Sardy, OR 9705 5 37396 RUBEN LANE, BOX 9 DATE 8 - 7 - 98_ NARN TIGARD., OREGON SANDY, OR 97055-9377 JOB Nog 8- 20- 1 14 INC. ( . 03 ) 668-6550 (503) 668-3267 BUILDINGS 5 SHEET 6 A DIVISION OF WEB STEEL SALES _. TICS: IF THE PRINT ORTYPE ONANY -rr��llj � ll '' IIII 1111111 IIIIf 1I1lil , I ill �_� _�_(_�_ r1� II-� II ► 11 , III � III li . IIIll II � � III iil III 1111 , 11 I I I rT� I I I I I I >" i_. I I I I _I .rT1 I I � �.. I. I I I I i I I �T l I IIII � II � Jill ' l I I I ItI � i 1 I c i � Ir r �r Iir 1 1 IMAGE IS NOT AS CIEAR AS THIS NOTICE, � ,� ,� � ' ►- � I I I I � ' III . --1— 8�_ 9 - 0 11 12 ITIS DUE TO THE QUALITY OF THE -^- � �- -�--�- -�-- -- _ .________ __.______ � No.36 ORIGINAL DOCUMENT -- -- - -- E 16Z � aZ LZ `�Z SZ fiZ EZ ZZ IZ O�Z FI 8i � 9I 5I � I ETT ~ ZI II S I I C ' I ► I I I I ( I I L 9 IlI�IIII►IIIIIIIiIIIIiITiIII iIIIIIIIIIIIiiIIlc �lllIIIIL�IIIIII IIIIIIIII Illi. 11ll IIII III I �. (llllllllllllllllll Iillllllllllllill :IIIIIIIIIIIilllllllllllllllllll ! III IIII IIII IU ll111llllllll l�I( 1llll.li� �! ll l.11� + s C8 X 11 .5 STEEL RAFTER (INSTALL SINGLE `A' BRACE AT PEAK) 1 S2 4 OPP, O PEAK 56 S2 SIM, PEAK in EAVE 1 3 e EAVE ' Z • • • • etre ' � � II...I eve . • • • a► •a e re04IN : al • F# r e OPP. • • • . e . . e.. 0 r A • nae . ev a • a e • ¢ • • n + � newer • voe e • � e � e • . r • see e• # c a 00 e e te • . i • T.O. T.O. r • . see ** ee • . • vee M r t i � CONCRETE CONCRETE r or e • • ren e WALL GIRTS X-BRACE 400 46 (PER SHEET N1 ) (PER SHEET S4) i PARTITION WALL INTERIOR ELEVATION 1JRfvvN 7 r 30. M. � ASK4 Engineering , inc. + + WEB STEEL SALES INC. EB BY LC 39084 Proctor Blvd. Suite 'C' CASTILE BUILDING E 37396 R UBEN LANE, BOX 9 BUILDATE 8 - 7 - 9 8 (ENDIERIN Sandy, OR 97055 TIGARD, OREGON SANDY, OR 97055-93779 JOB NO. 9820- 1 14 ( 503 ) 668-65 50 (503) 668-3267 INC. DINGS SHEET 7 A DIVISION OF WEB STEEL SALES _,.,,.��t�;r�.x �,-��xr�a+�.~#+�.rl�!at F?r+��1r�.�^ +ti: x �•`:�xx;:l:" ��:8•:,„a. -S: ••�n � �� -_ � o` y � µ1 sw.lr....:�•.:.. .M..e......._u�. ..a....Ir w.�+.f,:..u.a...+4t � N��'sf�ilJY�W1Y .'.11i, SI 14 t NOTICE: IF THE PRINT OR TYPE ON ANY -r�_1 I I � f l l l -1 .11 1111III 111 r- r1 I! I i I I I I I C.r _r_f1_.r_Ta I. _fi_T,.- i p i..-1._I- _1 I.1 111 I 1 111 111 I III I 1 1 111 1 11 1 1 I III i I ; ► 111 I I -1SIM .�� r l r .rL 1 �. 1 r� r 11.1. 1. L_1111 1-11 1 t 1T1 t 11 111 111 1111111 r 1 I I ( I 1 1 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 Z 1 I � � _-- 5 � _9 ---__—_--. 1 U — _—__. IT IS DUE TO THE QUALITY OF THE . . •.w.� ... _ No.36 � ' ,. ' 13 LZ 1111 IIII IIII IIII III IIII IIII Illl Lill IIII I1`111��1�z�111�'llEll zLill lllzl zIIIL IIII zIlli'IIoII zIIII lIJI� t LT 1111111 I II9i Jill lIll Lill IIII IIII IIII IIII IIII lllil _il pT sORIGINAL DOCUMENT Isz IIIIIIIIIIals �ilI51 E IV T �IM13w lll illi _Iil1 ltll Illi Lill 1111 ll1l ill 1111i11� 11 w -ti �r 291- 1 rf 19'-6 112 " 9'-6 1 /2" 91- 1019 2'-0" TYP, 1 '-6 3/4" 2 '-0 1 /4" 2'-0 1 /411 — 1 -6 3/4" 2'-0" TYP, 20'- 1 3/4" 5 12. U 3 � C B g � E A A Q C H A c 8 3 - ® a J A D B d S3 H c 2 , ��_0 2 D ♦ KEY c S3 UPPER CHORD..L3X3X.25 A LOWER CHORD..L2X2X.25 OPP. A 2 HOLLOW TRIANGLES INDICATE INNER LEG..L4X4X.25 A SINGLE 'A' BRACE, DARK OUTER LEG..L?X2X. 1875 A S3 TRIANGLES INDICATE DOUBLE A..LI X1 X. 109J 'A' BRACES (PER SHEET N2) B..L1 .5X1 .5X. 130 A A C..L2X2X. 125 a • . w » A D..L2X2X. 187 5 A A • # i A • VF " �3 I i n b • • " • r M i A E..L2X2X.2 5 A . . i H..L3X2X. 187 5 ' I i r iii . bi+ • J".L3X2X.2 5 airs • NOTES . . . • " . i B 1 . UNEQUAL LEG ANGLES TO BE PLACED WITH LONG Q a i • r s • • & • r, . " i • • . • B LEG IN THE PLANE OF THE FRAME. B " • " • ' 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & S4, r • , • • , ■ • • • A 3. DEAD LOAD = 5 PSF A • • • a r ° • SNOW LOAD = 25 PSF40 . . i . WIND LOAD = 80 MPH, '13' EXP. r * i • �- . C 4. FRAME SPACING = 16'-0" C �,� • " ' " 1 5. TOTAL FRAME WEIGHT Z = 7 8 0 LBS. �' � N IL c 1 c w� S3 1 FRAME ELEVATION OPP. clREvuN 8 NO SCALE �s �so. 4,� M. ASK4 Engineering , I nc. BY LC 39084 Proctor Blvd. Suite 'C' CASTILE BUILDING 4 E ' WEB STEEL SALES, INC. 37396 RUBEN LANE, BOX 9 DATE 8 - 1 0 - 98 NON - R 7, , 0 9 055-9377 JOB NO. 9820- 1 14 INESandy, OR 97055 TIGARD= ( 503) 668-6550 - SANDY,(503) 668-3267 5BUILDINGS A DIVISION OF WEB STEEL S&-.LZ FT 8 DIV NOT ICE: IF THE PRINT OR TYPE ON ANY ..�ll_IIII. ; ll � ll � llllill � llllili llI � ILL. IIr +_ _�_i�_�l � il.�� r�a. _�.r _1 _� � I .i � i I I I f l � l I I I I ` i I I I iI � ' ► ' � � i I i i I � � i i � i i r �I �t. .I I I .I 1T� .�- �. I_ 1 _ � _ I � . I � � Ill III III I I I I I I I I I I r r r IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 l 2 ►� I I I I I I I l l l l l -_-__ � �. ITIS DUE TO THE QUALITY OF THE 12 No.36 ORIGINAL DOCUMENT ----- _ --� -- E 6Z Sri LZ 9'Z SZ fiZ EZ ZZ TZ OZ 6i 8T1 LT 8T 5--__Ti 6T EI ZT ---- __ _ , . illi f III fill III!�illl�llll II �I �' I II ° z 6 LIIIS s Z t MAN. Illl�llll�lillllllllllllllll�lllllllll i 1111. Iillil�11111IlliILllllii .IIII1111Ill� II11IIII .:1111 �II,SII,IIiIIIIIIlIIIlIIIIIIIIII� llll�l lllllll .11l_ �li� llll ��Il1C� ll 1111111111, r NOTES: 1 ) THICKEN CONCRETE AS REQUIRED TO PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING AT SURFACES IN CONTACT WITH SOIL. 2) 'HI TECH FIBERS' BRAND POLYESTER? FIBERS MAY BE SUBSTITUTED FOR SPECIFIED WIRE MESH IN SLAB, PROVIDED: A) FIBERS ARE MAXED INTO CONCRETE IN STRICT ACCORDANCE WITH THE' LATEST EDITION OF REPORT #NEE;-424. B) CONCRETE MUST BE POURED ONTO MINIMUM 2" OF 3/4" MINUS GRAVEL OVER UNDISTURBED NATIVE SOIL. GRAVEL MUST BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D698) AND MUST HAVE A MINIMUM BEARING PRESSURE AS SPECIFIED IN GENERAL NOTES, SHEET N1 . C) ONE #4 CONT. REBAR WITH S'TD. HOOK EACH END IS INSTALLEtj FROM SfDEWALL-TO-SIDEWALL AT, EACH INTERIOR FRAME CENTERLINE. 3) NONSTRUCTURAL WEATHERPROOFING MATERIALS AND INSTALLATION AS WELL. AS CONCRETE FINISH SPECIFICATIONS SHALL BE AS DIRECTED BY OWNER. 4) SEE SHEET N 1 , GENERAL NOTES, FOR ADDITIONAL INFORMATION, INCLUDING SILL PLATE BOLTS. BARS (SEE SCHEDULE BELOW FOR SIZE AND NUMBER OF BARS. PLACE AT LEAST ONE TOP BAR GUTSIDE OF Y ANCHOR BOLTS AT FRAME AND COLUMN BASES. EXTEND BARS 24" MIN. AROUND CORNERS.) 4" CONCRETE SLAB 6 X 6 - W1 .4 X W 1 .4 WELDED WIRE MESH GRADE (LAP SPLICE 6" MIN.) SEE NOTE #2 ABOVE FOR ALTERNATE. xX ' 'X X' •. ♦• • • • , ' fa 0 0 00 • •• T _ R ! ! ! dl A • C6 . • . � a 0 • 0000 LL ,, : 000 • 0 w ii w� V 0000 ! • iL6 Z • • • • +Y . • a LOCATION: WIDTH DEPTH TOP BARS BOTTOM BARS " • " • •" • " • • 0 • __ • • r • • SIDEWALLS �2"' 12 ' � ( 1 }'# � ( � )-# �' ! . . • • • • • • 00 & 00 ! D . . & • • • • ENDWALLSOP r UNDISTURBED WIDTH $y NATIVE SOIL TYPICAL SLAB EDGE DETAIL _1'30 - C 1 NO SCALE �� M. ~� ASK4 Engineering , Inc. EB BY +-LC .39084 Proctor Blvd. Suite T' FOUNDATION DETAILS, WEB STEEL SALES, INC. DATE• 37396 RUBEN LANE, BOX 9 rn J j Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. I - 503 668-3 2 67 IN ( 50 3 ) 6 8 6 S SO ( ) 5BUILDINGS SHEET C 1 A DIVISION OF WEB STEEL SALES NOTICE: IF THE PRINT OR TYPE ON ANY �T� I-� I � r I � III � I I � rll � l I � rlrl � I � ilr� l Diller —r �� r � r � �-�rT� �� Ii � r � � III � I Iii I � I I � I I � r l � I I � I i � r r�� r� � I � 1 ►� � � �� 11— � � � � j � I_it Int t11 rllJr� I � � t � rrl l � r� I � I I � I � � ili � i � i � i � , ,_ � 1 I I I I I � I I I � ��•. ,�a �� I d y IMAGE IS NOT AS CLEAR AS � t`I!� NOTICE, � � _ 1 _ 2 _ 3 __4 5 � 7 8 g , _ _ la ITIS DUE TO THE (QUALITY OF THE _ _ _ _ _ _ _ � — T No.36 � ,6��, ,• • ORIGINAL DOCUMENT E" 6Z^8 - LrZ 9Z � Z� � Z EZ ZZ TZ UZ 6i 8 [ i 1w191 ` 21 fiT Ei ��►..IIID! ► IIIIIIIIIIIIIIIIIIIiiIIIIIlIIIIII �1IilJ111.11IIIIiIIIIIII IIII. llilll�� IIIIIIIIIIIIIIIIIIIIIIIIIIiIlII�!iil!I .IIIIIIIIIIII( �� IIII �� II!I�Illll.11lllllll 11ll�lillll_llllLllltill, 11111 tm IIIc (l�1 11 111U ill,f 111! 1 r a 1 ,i-- OUTSIDE FACE OF TRANSVERSE PARTITION WALL GIRTS — (2) - #4 CONTINUOUS AT TOP AND (2) - #4 CONTINUOUS AT CONCRETE SLAB --. BOTTOM OF FOOTING 6 X 6 W1 .4 X W1 .4 WELDED WIRE MESH — LAP SPLICE 6" MIN. x : x ! x x x 4•' wa •w • i 6 • r• i � ••• wew o • J • i • • • • J M � • t• 1 i ! w • • '1 • • NOTE: THICKEN CONCRETE. ASREQUIRED TO • e • " " PROVIDE 3" MIN. OF CONCRETE COVER ON ALL ANCHOR BOLTS ANDREINFORCING • • • • 0 : AT SURFACES IN CONTACT WITH SOIL. A • • " y A • aa • • A • • • ae a a i SLAB DETAIL L 9 C2 NO SCALE ASK4 Engineering , inc. EB BY LC w n"" 7 39084 Proctor Blvd. Suite ' C' FOUNDATION DETAILS WEB STEEL SALES, INC. EUERN (' Sand OR 9 7 5 37396 RUBEN LANE, BOX 9 DATE y' 05 ' SANDY, OR 97055-9377 JOB INO. INC ( 503 ) 668 -6 :i 50 (503) 668-3267 BUILDINGS � SHEET G2 A DIVISION OF WEB STEE. SA ES '"-- _ u......�..w.... - .. .. .,..,i , WINrc, www NOTICE: IF THE PRINT OR TYPE ON ANY �I-►� iII il � llli � � lilili � li � ��r. II ► 1 �.�_�. � I � � �_ �_L�_LI � � � I � � r.�� r�_� ��-T III IIi i ; I III iII IIi III iII LI..i..ri ..� IlI r �.� .� L _� �� 1 � I�_Ir. 111 I r r 1_ I l . i r_r I I t I I i � i i i � � n IMAs E IS NOT AS CLEAR AST HIS NOTICE, I � 1 0 11 y 12 .T IS DUE TO THE QUALI I Y OF THE -- y-_ _ __ �- `._ - n Oh'.IGINAI_ DOCUMENT � E sZ s3ZT,11111�1 9 ! ZOZs [ —__ _ lI'i, �- s9 Illl�llll IIII llU IIII 1111 1111 fill till IIIL 1111111(1II!I 1111 till IIII�II ' ' ►11 IIII IIIII�I� �IIIII: IIIII IIIIIIiIIIIIIIIIIIIIIIIIIIIIIII IIl� lll �11111IIIlllllLll ll� � I llI11�111111�►�III OUTSIDE EDGE OF BLDG/SLAB Mow 7ff OUTSIDE EDGE OF BLDG/SLAB (OR PARTITION WALL GIRT AT SIM. CONDITION) I ANGLE CORNER SIZES: L4X4X 1/4 7/8" DIAM. HOLE FOR 3/4" DIAM. ANCHOR BOLT 3/16 EMBEDDED 7f' (WITH WASHER) 1/4" PLATE 3" SQUARE 2 EDGE OF SLAB DETAIL S1 NO SCALE • is• • r • s • ♦ iu r • • ce • e • • i • .b �U • Y •• N • C • • • • r Y • • IL • • • r • • ♦ • • e se • • • • ir • • sr • • NOTE: DETAIL 1 /S1 NOT USED. • C' T � F-dl 9 � .r d 1 ,a 4� 1 v 4KNEW ASK4 En ineerin ..g g , Inc. BY L39084 Proctor Bivd. Sujte 'C' BUILD! NG DETAILS wE6 STEEL S�.LEs, Ivc. $ _ 1Q . 98 37396 RUBEN L��NE, BOX 9 DATE Sandy, OR 97055 SANDY, OR 97055-9377 JOBNO. 9620-• 114 (503 ) 66 8-6 5 50 (503) 668-32675 BUILDINGS .'HEFT S 1 A WSION OF WEB SM. SA`.ES NOT ICE: IF THE PRINT OR TYPE ON ANY r� r ! ( � ! I ! ! I ! ! I ! ! I ! ! I � Tl� ili .i.I_� 1IIII ! I_�r � I �� III � �,rr�T��-1 I � I � � L 1II IIt III II ! IIt I I t I I I I I I I t I 1 I I I I l I Irl 1 I I 1111 I I 1- 1 I t I I I I S I I C I I l I 1 I I i I I SII IMAGE IS NOT AS CLEAR AS THIS NOTICE, Z 3 6 + IT IS DUE TO THE QUALITY OF THE -- -- --_-.-_ . ___ _ No.36 �« .. a...,. ORIGINAL DOCUMENT TI;, LZ 9Z 5Z `� Z EZ ' ZZ � TZ � '1111111191, 9x Si � T'r EI --T-- — --- � �-- �-- - I I . Zx xx + x IIII IIII IIII IIII III11111 IIII IIII 1111. �' ' .111 �1! 1111. LII 1111 lilt IIL111�1 illi IIII IIII IIII IIII Illl IIII :IIII IIII IIII IIII IIII�IIII II s + $ L s s � � Z x �3w If IIII IIII IIII1 I l�il �L��IILLIII►11111(11 �.l l ! LI 1111011 1 1/4" PURLIN CLIPS PER S!—IEET N2 1 1/491 -- 2" r 2 �► n + 2„ + � 1 3/8" 2 _ NOT USED -�. n - I{ .� 2 C ) � II11 .. 211 r� II + �� 2 (4) 1/2" DIAM. y� r A-307 BOLTS a WIDE FLANGE STEEL CHANNEL END COLUMN ENDWALL RAFTER 'C' CHANNEL ENDWALL (4) 1112" DIAM. RAFTER A-307 BOLTS I{ WIDE FLANGE MN ENDWALL PEAK DETAIL @ COLUMN (USE (6) BOLTS (SEE COLUMN 2 O U AT SIM. CONDITION) FOR ENDWALLE TEV S 2 FOR BRACING REQ T...} 1 1 /411 /007ENDWALL COLUMN—TO—RAFTER DETAIL I� S2 f ! t J » • s • o ! OUTSIDE EDGE OF GIRT / BLDG / SLAB 1 91 ._ ° " " ' " " • • • • ! COLUMN SIZES. • •r f • • • • r I 1 /2" 11121? W 6 X 9 @ 3A/S2 Ili • • $ f • • • ! • • • ° * 61t » • a off • • f GIRT-- ' W 6 X 12 @ 3B/S2 Jrr"r '''�� "° , • r ' O ' ° ! r ' ! • " h! ~ 9—r A.BIS It 0 00 ab 0 (2) 7/8 DIAM. HOLES (2) 112" ° DIAM. r • . • 1 /4" X 4" X 4" • ° • FOR 3/4" DIAM. ANCHOR 1 /4 X 6 X 9" A-307 BOLTS, �;,,, ° • • • • • BOLTS WITH WASHERS EACH SIDE EMBEDDED 6" W 6 X _„__ 'C' CHANNEL ENDWALL �. N 3/ 1 6 3 END COLUMN RAFTER ,cv� 385 �- TYP @ FLANGE 3/ 16 1 TIP. j ENDWALL PEAK DETAIL 3 VII BX END COLUMN BASE %SZ ()REwN S 2 �� ,9 Y 30. Q ASK4 Engineering , Inc. W L F � BY LC 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS EB STEEL SALES, NC. DATE 8 — 1 0 - 98 37396 RUBEN LANE, BOX 9 Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. 9 8 2 0- 1 14 MIMIC ( 5 03 ) 668-6550 1503) 668-3267 BUIL5wDINGS SHEET S 2 A DIVISION OF WEB STEEL.S 'LES k:.... ... ,:, :.. :,, ....»:..,,, .�•: ...w..s.-. ;c.a - ,«��:.°7L":!�µ,.,1R[] �x� i.::.w�..::.::iw..,..:.._. �-t ae W .n y a� ,r, , °' ` � NOTICE: IF THE PRINT OR TYPE ON ANY -rl �-� llr � � � f � �� I � � III ITI-V III IIF IIIIql-[qT]T_FF-j_TfI >_ -I � iII ! II III I ( I ► I ( II Ii ( 1 I � I i1 iI 11 fI III- ISI I I I1-f 1�1 i 1 I I i r I_ -1 ! � 1 1 I 1 1 1 I 1 1 1 1 ! I r 1 111 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE1 2 I 4 � 5 6 — S --_ 9 'T IS DUE TO THE QUALITY OF THE No.38 �°�� °","�� ORIGINAL DOCUMENT - E 6Z SZ LZ 9Z ^5� � Z EZ ZZ TZ + OIZ I 61 8I LT 9�TT SI fiT ET ZT I I T T 6 8 L 8 9 E F111111,Tn, �.[IX111 l.Ill llll 11 III111 s PT. 'D' 1/8 6 — TYP EA PT. 'C' -� EA. END 1/8 SIDE• EDGE PURLIN 0 ro JOINT F �- �3/16 CLIP EA END ' 1/8 8 EA. END 1/8 M CENTER ON N N SPLICE ANGLE TO PT. 'C' RT. 'D' 3/4" DIAM BOLTS TO MATCH CHORD 24-001 .TYEE)SHEET N1 SIZE (12' LONG) FOR i ALIGN THIS 1. MAX TYP. 0CENTER ON EDGE WITH EA. END 1/8 8 P'TS.'B'&'C' PTS. ,8'&'D' L 4X 3 X 3/8 TYP. CHORD SPLICE 1 1/2" 1/8 V 6 NO SCALE • 'NP, 0 /— 3/4" DIAM BOLTS ;t EA. END 1 1/2" TYP. (SEE SHEET N 1 I jq 1/8 8 2" 2 FOR TYPE) I M 2+� 2 1 NOTES: 0 1. SEE SHEET S4 FOR MEMBER N _- • WELD'G NOT SHOWN. 1/8 8 r � • 2. USE 3/4" DIAM. BOLTS EXTEND BEYOND NEXT PANEL POINT 12" MIN. i/8 AT LOCATIONS SHOWN EA. END 1/s r '�� LAP SPLICE 6" MIN. W/ 3/16" FILLET WELD .. 3. IF SPECIFIED WELD LENGTHS ALONG TWO EDGES OF BOTTOM CHORD OR ARE NOT ALL POSSIBLE ON TO PT. 'A' BUTT SPLICE LIKE TOP CHORD 3 FRAME PEAK DETAIL FRONT '-IDE SHOWN, PLACE. .-.... PT. 'B' S 3 REMAINDER ON BACK SIDE. PT. 'A' 1/8 1/8 8 -- r CENTER ON 1/8 o m POINT 'A' � : T" 6 1 /2" 1/& 6 ALIGN EDGE TO PT. 'B' w WITH PT. 'B' AND 'D' 1 1 /2" L4X3X3/8 (BOTH SIDES OF N oeiiq • ii s 1 1V a O ! • • • ii CONNECTION) l' ® m ♦ o • iaai iiia T0PT. 'A' 2'-0 3/4" .- • • aeeia > A.B.'S i a i • SIDING s o o • . + • i a s a © • . • Cr • • a ! • eii MATERIAL 3/8" BASE PLATE X 8" X I" ----- m * • + • • • • • o N • • ! s 2 FRAME EA�'E ` . • a • . a . . • . 114" SIDE PLATE X8" X4" 3/16 o • • • i • • ► • • asi • • S 3 NO SCALE • • • a BUILDING FRAME •' • • • i i •! i • BOTH 1 /4" OFFSETCONCRETE /16 LEGS • ° i • • i • i i • a i • ti • FOUNDATION (2) 1" DIAM. HOLES FO BOTH • • ' i 3/4" DIAM. ANCHOR BOLTS • ' • • (WITH WASHERS) EMBEDDED 3f 16 LAGS i 7" MIN. INTO CONCRETE • i ta`' 1 £F d ° . a d 4 9 • 0 6 4* ° tV ° Q�EwPI rT BASE PLATE DETAIL � �'so, 1 FRAME BASE SECTION S3 NO SCALE cry S 3 NO SCALE Q ASK.4 En irr -,ring ' Inc. EB BY LC INC. WEB STEEL SALES 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS, DATE 8 - 10 - 98 37396 RUBEN LANE, BOX 9 ENNIAN Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. 9720- 1 1 4 INL ( 5 0 3 ) 668-6 5 50 (503) 668-3267 5BUILDINGS SHEET S 3 A DIVISION cY WEB STEEL SALES NOTICE: IF THE PRINT OR TYPE ON ANY 11 [ 11111 ( � I � II ( � � ! � ( i ( i � IIII (T 11111 -I-I"-�T ( I Il1flll IIIIIII IIl III III ' lll ill III III I � I ill III Ill III ISI III III Illflll III III I ( I 1 I -f_ I I I I I I I I Jill I . , . _....... II I I I I I I 1 I I < < ! ! i iil ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 2 3 4 I I I 111111 ,1/< < � -,�C->1� --_ - ,---- - -- - _ 6 7 _ 9 10 11 12 y IT IS DUE TO THE QUALITY OF THENo.36 -- --- -- --- — ---- -- — ORIGINAL DOCUMENT E bZ 8Z LZ 11N l!II Il9Z � Z EZiZ OZ si 81 L9i s � ET Z1Z9TT llT _ 6 li111! 11Z . 1111Llil8Lllllll 11111111 I111111��►11 i r NOTE PURLIN DURING INITIAL X-BRACE INSTALLATION, TIGHTEN CABLE SUCH THAT WELD 'B' WELD 'C' NO SAG OCCURS, THEN TURN NUT AT ONE END AN ADDITIONAL M (2) FULL TURNS. rr I FRAME CHORD WELD 'E' CUSTOMER SHALL PERFORM PERIODICINSPECTION OF ALL X-BRACING MEMBER 2- 12 CABLES TO ENSURE TAUTNESS. IF CABLES HAVE LOOSENED, REPEAT STIFFENER NOTES: INSTALLATION PROCEDURE ABOVE. N& XNI ' i 1. WELD LEG SIZE TO MATCH �— TOP OF S FRAME ---- STIFFENER STIFFENER THICKNESS. STEEL (OR BLDG. FRAME 3 COLUMN @ SIM. CONDITION) N { (SEE FRAME HALF DRWG.) 2. TOTAL WELD LENGTH AT 45 'ROCKER' WASHER WELD A' > 1 1 /2" THE ENDS IS THE SAME AS � � � NOTE 3 OF WELDING MIN. L L4X3 X 3/8 X 2 11211 WITH { REQUIREMENT, DET 2/S4. 1 1/2" SLOT FOR EYEBOLT ° ! WELD "Do , e 1 ( V2- 12 3. WELD 'E ONLY REQUIRED 3/16 5" TOT FWC "FLO-LOC:" FRAME JOINT AT 2-MEMBER CONN. { FOR L4 X 4 STIFFENERS. i X STRAND GRIPS { { TACK WELD AT OTHER EYEBOLT ' '`>: —L,LI FRAME DIAGONAL. ANGLE SIZES. WITH NUT FLO-LOC CABLE 4. EXTEND STIFFENER BEYOND PANEL POINT SUCH THAT NOTE ATTACH AT BASE OF COLUMN /0003 CHORD STIFFENER WELDING 1/2 THE SPECIFIED WEL D AND AT ROOF X-BRACING IN SIMILAR MANNER. 1S PAST THE PANEL POINT. WELD 'C' S 4 NO SCALE *** NOTE: AT WALL X—BRACING, ORIENT DIRECTION OF 3" LEG (LEG WITH HOLE) TOWARD WALL GIRTS (REVERSED `� I • t • tsie • i FROM THAT SHOWN). DRILL 3/4" DIAM. HOLES THROUGH — -- --- -- ••• • • i ! * t • WALL GIRT AND PASS CABLE THROUGH HOLES. ( WELDING REQUIREMENTS • ! • • • • e s s • ! • I sits• • • • s " e ii • sst 1 . CENTERLINES OF WEB MEMBERS • • SHALL ALIGN AT COMMON POINT • • ' A ASSEMBLY DESIGNATION . • ! . ! . • . LOCATION ,• i `• AS SHOWN. • . # • t — EYEBOLT GRIP LENGTH CABLE 40 i• A • • t • 00 00 . LELLEG SIZE TO MATCH Y tWELD 'A' >-71 1/2" CHORD i •WEB MEMBER THICKNESS. $ FWC 250 BA • • i • • • MI N. / , , 3. MIN. TOTAL WELD LENGTH ' ` e • • • � \WELD B •• t • 1/2 DIAM 19 1/2 LONG 1/4 DIAM. AT EACH END OF M ,hBER: t FRAME JOINT AT 3-MEMBER CONN. 4" FOR L 1 X 1 , • • " � e. •i FWC 375 BA 5 1/2" FOR L 1 .5 X 1 .51 b • tee ! • 5/8" DIAM. 2611LONG 3/8" DIAM. 7" FOR L 2 X 2, a 0060 10 FOR L3X3 � �� 4. WELDING SEQUENCE.: �� #1� 9F WELD 'A' FIRST, WELD 'B' 2 FRAME WELD CONNECTION SECOND, THEN WELD 'C'. X-BRACING CONNECTION DETAIL S4 NO SCALE 5. CLIP CORNER OF WEB MEMBER S 4AS REQ'D 1-0 ATTAIN SPECIFIED v� � EN NO SCALE WELD. WELD ON BACK IF MIN. NOT POSSIBLE ON FRONT. ��, ` Y 30, .� M. Q �S ASK4 En ineerin E13 9 Inc .g ' INC. BY Lc WEB STEEL SALES 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS DATE 37396 RUBEN LANE, BOX 9 MIN Sandy, OR 97055 SANDY, OR 97055-9377 JOB N0. ESR!N r �fa3o 114 X ( 503 ) 668-6550 (503) 668-3267 5BUILDINGS SHEET S4 A DVMON OF WEB STEEL SALES 1111 0 Ill ^^�YR°A ` ' .._...,........�.......,,...�.....ow«wr..._...�.,....�......_....._........,�.,......�..............- _ bC'rvvr*.m�:nl rwt..,�3j,yn.',-,t .. .�:.a NOTICE 21 NOTICE: IF THE PRINT OR TYPE ON ANY -rl-i� i � I i � i l i � i � � I I I 1 1.1 1 .1T 11r - _ . . .I-JT .' 1� r1-�r _1111 I1 III 111111II I I 1 111 11I iI I 1 1II III III III I II 1I f � � � 111.. Fill III I-11ll I I � i f r1 I I I II I I I I � I I I I I I I I pow IIMAGE IS NOT AS CLEAR AS THIS N 2-- - -4 _- __----- 5 --- 7 8 g 10 IT IS DUE TO THE QUALITY OF THE No.36 `�'..:�"�"'=�°� ORIGINAL DOCUMENT -- - ---- -- - 6Z 8Z LZ 8Z 5Z i' Z EZ ZZ TZ OZ 6T 8 � LT 9i 5i fiT ET ZT iT OI 6 8 1 L 9 9 E Z T ��di3w F,iit, IIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIIIIIIIIILII11llIIIl �ill !III IIILIII� IIIIIIIIiIIIIIIIIIIIIIII IIII IIIIIIIiIIII :IIIIIIIIIIIIIIIIIIIll IIIIIIIIIIIIIIIIIIIIIU_ llllllll' llll �(�� l(Illll� � 11.III!11�11 WALL GIRTS CORNER CLIP (PER SHEET N2) I + + I L-+-- + MIN. (2) #10 SCREWS INTO EACH WALL GIRT A CORNER PLAN VIEW CORNER COLUMN 16 ga TRACK FASCIA BEYOND (WITH 1 1/2" FLANGES) CANTILEVER PURLINS PAST ENDWALL (COPE FLANGES @ END, ATTACH WEB TO FASCIA WITH (2) # 10 SCREWS) C 6" X 16 ga. (ENCLOSE WITH 18 ga. TRACK IF REQ'D FOR EASE PURLINS C 6" X 16 ga. EDGE PURLIN OF CONSTRUCTION) (WITH 1 5/8" FLANGE) ENCLOSED WITH 18 ga TRACK BEND WEB OF EDGE C 6" X 16 ga. EDGE PURLIN PURLIN OVER TO ATTACH TO (WITH 1 5/8" FLANGE) FASCIA WITH (2) #10 SCREWS ,,,.�-~' ENCLOSED WITH 18 ga. TRACK, BEND WEBS OVER TO ATTACH .rrrr �..-- TO EXTENSION MEMBER WITH 1� (2) #10 SCREWS, TYP. �.---' 5r+ + + ( r 1 + + r� r A •AAe• t 1 � • i i " 2 • i • AAA _ • • � • A ter,, t�'� • • s Ao0A L2 X 2 X 3/16 X6"LONG zyp. STEEL CHANNEL '�! 0 • W/(2) 1/2" DIAM. BOLTS ENDWALL RAFTER TYP. PURLIN Cl IPS PER SHEET N2 m. , * A • 6 WfTH (4) #12 SCREWS Or=FSET i �8V CUP 112" AND Vv'ELD TO BACK OF A TOP CHORD WITH 1/8" FILLET WELD. �► si�rre 0 BUILDING FRAME • A • i s A V ii • . • A• • s A +o � a � ,� GIRTS � • a iliBY CORNER COLUMNA [, 1 �. .r v EXTENDED SAVE @ ENDWALL 2 EXTENDED EAVE @ BLDG. FRAME ss NO SCALE S 5 NO SCA s y 30, 0 Q ASK4 Engineering ,g veering , Inc . EBBY Lc 39084 Proctor Blvd. Suite 'C' BUILDING DETAILS WEB STEEL SALES, INC. . I. Sandy, O R 9 7 0 5 5 37396 RUBEN LANE, BOX 9 DATE 8 - 1 0 - 98 E�G1�1� SANDY, OR 97055-9377 JOB NO. 9720- 114. �5 �� 8-� SSQ (503) 668-3267 5 BUILDINGS c SHEET .� S A DIVISION OF WEE STEE. SALES NOTICE: IF THE PRINT OR TYPE ON ANY _rLI-( III II ► ( III ii ► ( III IIrI�1� rlrlrTr II ! ! � r-� r� 1-.i_fT f_T 1p- 11- !.11. .i � ! I � ! ! � I LIL ! I ! .! � ! ! � ! ! � ! ! � ! i � ! ! � ! ! � I ! ! � ! i ! ! ! ! 1i -T ! t r � ► I � ! i i ! i I T ( 1 I 1 I I ( � i r i � r IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 � � 6 10 I i I i9 5 7 .8 , IT IS DUE TO THE QUALITY OF THE - - -.— _ - -- __� _� _ ORIGINAL DOCUMENT _ _ No.36 c n.�w.,.r torr... PON tl �i 6Z 8Z LZ 8�Z 5Z fiZ � Z Z TZ OZ —� TII IIII IIII IIII IIII it I IIII IIIII{III IIII IIII IIII Z1111111,1! Illi Llll 1111_ Illi Ill Illi 1111 Illllllli ILII 1111 IIII Illi Ill) .1111 IIII illi IIII IIII IIII IIII I! I s Illlllull 11.1IIIIIIIIIIlll1111. 11.11 ll� 1lllill� Il. 9 C 6" X 16 ga. (ENCLOSE WITH PURLINS PER SHEET N1 18 ga. TRACK IF RE(T0 FOR EASE OF CONSTRUCTION) C 6" X 16 ga. EDGE PURLIN BUILDING SKIN (WITH 1 5/8" FLANGE) ENCLOSED WITH 18 ga. TRACK BEND WEBS OVER TO ATTACH TO EXTENSION MEMBER WITH (2) #1 G SCREWS, TYP. 112 t 1 /2 �,✓'rte.I"r 2'} Vic J" 2 „ 3 1.... -�—� PURLIN CLIPS W/ (4) ........... ............. #12 SCREWS MIN. (WELD ... ...... ....... L2X2X3/16 BY 6" LONG 1 /g V_ TO CHANNEL PER DETAIL 2/S5) :: :: W/ (2) 112 DIAM BOLTS 1 1 /4 =--=- . PARTITION WALL GIRTS 2 CANNEL RAFTER �`�-- CORNER COLUMN • LS6 ....: . aaa • a 000000 • . • a :...... . ... .......:.:...::... GIRT CLIPS a • (PER SHEET ) . . s .e •• WALL GIRTS WALL GIRTS " . 0 • . . *4 : 040 s • • r • a 4l • • a a a ♦•• aa • • • a • . • • • • • a • a •• . » EXTENDED EAVE FRAMING 2 PARTITION WALL FRAMING S6 NO SCALE SCALE No � 43 ' OR&,suN , -141 �y M. L\G Q ASK4 Engineering , Inc. L=El g i►�IEB STEEL SALES INC. BY Lc 39084 Proctor Blvd. Suite C INTERIOR PARTITION WALL, DATE 8 - 10 - 98 37396 RUBEN LANE, BOX 9 KNERN Sandy, OR 9705 5 SANDY, OR 97055-9377 JOB NO. 9820- 114 ( 503 ) 668-6550 (503) 668-3267 BUILDINGS 5 SHEET S 6 A DIVISION of WES STEEL SALES NOTICE: :FIHE PRINT OR TYPE ON ANY r_I_�_ sir � i � � I � � I � IIS � I1 11� � I � tli i ( � i �r �_l T� � rll 111 LLQ rI7 IIt Ili III III rII II ( III II � I I i ( f I ' � � � 1 1 � � � ( ► � I � I. I I I I I- Iil A l i rl ► ji rIl l � lfl 1 1 1 1 1 1 1 t ► � I ► I l l l l l ilii ��- IMAGE I r. ( 1 I I l I �E SNOT AS Cl _AR AS THIS NOT'(-",E, 1 2 3 4 I ITIS DUE TO THE QUALITY OF THE -- -- - --- - -- III IIII IIII IIIIIIiiIIIIlIIIIIIIIIIIIIIIiIIi I�'II IIII Ill III-I I _III il �N'o—•36- Eell - .Y�i^r-Z°, . 6Z 13 Zi1T 1 8 Q l. 11 11 lllli1! 11 II �11�Il� liil� lll �lllilllll1111 Ill � l lldRIOINAL DOCUJENT - IIIilllIIilLlZill .- Illllllll�lll 2X6 HEADER @ 4 4 2X10 HEADER ENTRY DOOR. D 1 3 D1 4-- OUTSIDE FACE D1 i STEEL FRAME OF BUILDING STEEL FRAME i o —� OR COLUMN OR COLUMN -- ---------------- ----- — t� t 10 01 t 1 /8" 2-4 2X 10 #2 HEADER DOUBLE GIRT ABOVE 1 1 /2'" LIP DOOR WITH TYP. CLIP — _ `��= L4X4X1/4 X 6" WITH AT EACH END OF EACH 4 t (6) #10 SCREWS @ T GIRT 1 1 /2" O.C. EA. WAY 2X8 #2 HORIZONTAL TYP GIRT INTO 2X10 2X6 #2 HORIZONTAL � t = E NDS OF TYP. GIRT CLIPS HORIZ'S. AS REQ'D) 2X J A MB TY P. TO w MATCH GIRT (END 2X6 #2 HORIZONTAL NOTE: CONTINUE HEADER AND HORIZONTALS NAIL TO GIRT W/ �c (2) 16d NAILS) ® 2X8 #2 HORIZONTAL OF SLIDER DOORS PAST FRAME AND CONNECT p (NOTCH ENDS OF TO NEXT FRAME IN DIRECTION OF SLIDE. 1/2" DIAM. A.B. HORIZ'S. AS REQ'D.) WITHIN 6" OF JAMB. 3 SLIDER HEADER DETAIL 4 SLIDER HEADER SECTION ENTRY DOOR FRAMING DETAIL 2 SLIDER DOOR FRAMING DETAIL D1 NO SCALE D1 NO SCALE NO SCALE D1 NO SCALE 2X4 VERT 2X JAMB OVERHEAD 6 SPRING BOX DOOR OPENING eeeee ASSEMBLY TYP. 2X GIRT OR - 2X GIRT (NOTCH w b • n •• • • ' @ EACH SPRING � • b . ww . . . b EDGE PURLIN AS REQ'D.) � . • • • ;' ; DOUBLE GIRT ABOVE 10 j 2X BLOCKING OUTSIDE FACE ••,ti °. w . b . b • w w b e • _ DOOR WITH TYP. CLIP u (NOTCH AROUND OF BUILDING •' • ' • AT EACH END OF EACH t_ EDGE PURLIN WHERE • b •° b. GIRT ww w • . wwa► bw � APPLICABLE) OVERHEAD/CANISTER ° '• ° A eew . e • • baa w • w w 7 rT� DOOR JAMB SECTION " ° °" ° • • D1 r 2X BLOCKING �. "� � ' ', •' •• • weeeb .'TEEL FRAME (24" LONG) ®'� NO SCALE •, ° ° OR COLUMN ' ' ' • ° °"' •• b ! w b w w • • • 040 b • OUTSIDE FACE TYPICAL DOOR NOTES ° " • ' . . . . MB — OF BUILDING �— TYP GIRT 1 ) SEE SHEET 1 FOR LOCATION AND NUMBER DOUBLE GIRT OF DOORS AND DIRECTION OF SLIDE OF G I N 4 F • SLIDER DOORS. 89 1 /2" DIAM. A.B. DOOR OPENING 2) MAXIMUM DOOR SIZES: WITHIN 6" OF JAMB. OVERHEAD SPRING BOX SLIDER: 16° X 16° 6 5 OVERHEAD/CANISTER DOOR FRAMING DETAIL OVERHEAD AND CANISTER 14° X 16° � °��",'�� D 1 NO SCALE D 1 NO SCALE 3 ) THESE DETAILS DO NOT APPLY TO BI-FOLD ":� Y X0. 1 OR TRI-FOLD DOORS. - M. 4) SLIDER DOOR OPENING DIMENSION ' REFERENCES ARE NOMINAL, NOT ACTUAL. EBBY LC ASK4 Engineering , Inc . g g WEB STEEL SALES, INC. 39084 Proctor Blvd. Suite 'C' DOOR FRAMING DETAILS 37396 RUBEN L.`1�JE BOX 9 DATE 1 a - < ENGN�1NGj Sandy, OR 97055 SANDY, OR 97055-9377 JOB NO. 151 e;�zo l IMr ( 503 ) 658_5550 (503) 668-3267 BUILDINGS 5SHEET D1 L A DIVISION OF WEB 57UL SALES NOTICE: IF THE PRINT OR TYPE ON ANY Tj�Ti � r III 1 i i � ili11 11111 i 111111 ) Illl1lf I11111I I [TrT��1 1-I-II-II'r I'l1I-111 1 � III �I � I � III � f lel ISI j ll ISI ISI ISI I � f ISI ISI III ISI ISI IIIII � ( fflll � I I � f � i � ( � � III � I ► � I � I � I L�..� 1 2 3 4 5 7 _ $ _ - 10 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 9 _ _ _ _ 12 IT IS DUE TO THE QUALITY OF THE — _ No.36 e) 7:41'."'%n ORIGINAL DOCUMENT E 6Z 8Z LZ 9ZZ i' Z` EZ ZZ�IZ OZ 6T SI _ LT 8i 1i fiT ET Z111111 , t I _ 6 S L 9 Q E IIII Illi IIII IIII Illi IIII illi Illi Illi IIII IIII SIJ I1l1 Llll IIII _il�i. Illi IIII. IIII Illi IIII IIII IIII Illi illi IIII IIII IIII IIII �� IIII IIII �� IIII�IIII IIII illi 111 IIII[[1[ .!111 I!II illi�11� 1 I INTERIOR CONTINJOINT UO WALLBOARD O ALL JOINTS AND PANEL (1) HOUR FIREWALL CONSTRUCTION: GE rf EDS EXTERIOR SIDE: (1) LAYER 5/8" TYPE T GYPSUM SHEATHING fr ff t....� _.._.._.._.._.._.. delrf INTERIOR SIDE : (1 ) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD ff f f NAILING: 6d COOLER OR WALLBOARD NAILS O T"O.C. O BOTH SIDES W rr WALL GIRTS A A (PER SHEET N1 ) e.0 STEEL FRAME SCREWS: 06 O 8"O.C. INTO STEEL TRACK/PURL INS f r� (OR STEEL COL A SIM.) WALL GIRTS TO BE AT 24"QC. fr �.----------.-�— ii INSTALL VERTICAL BLOCKING BETWEEN GIRTS O 10'-0"O.C. IMAX ZK' SK fr I rf ff I ff rr � # 10 SCREWS 0 12" O.C. ff ff 1" X 1" X 20 GA. CONTINUOUS ANGLE f f f I E STEEL FRAME FACE OF BLDG. f r EXTERIOR �r ff ------ fr GIRT CLIP WITH 18 ga. TRACK BLOCKING do _ _ _ CONCRETE FOOTING �� f� (4)- #10 SCREWS _ f f fr 4-1 t EDGE PURLIN ENCLOSED IN METAL 189a. TRACK SIDING 5ECTION A-A (PLAN VIEW) NO SCALE _ 1 L: PURLINS METAL ROOFING EXTERIOR AND S IDING -� •. .r e V00 . s r r srrii ':r Y rrrr�r srrr :1 .� r ririwi t..� ENDWALL RAFTER ,�.. CHANNEL iirrK �,� 189a. TRACK INTERIOR risr " • ass � � 85�'p EDGE PURLIN EXTERIOR ENCLOSED IN SECTION @ BLDG. FRAME BASt 18ga. TRACKNO r � , SCALE INTERIOR Y 30. IA. 2 SECTION AT TOP OF FIREWALL 3 FIREWALL SECTION A T TOP OF ENDWALL F 1 NO SCALE F ASK4 Engineering , IEB nc . BY LC .39084 Proctor Blvd. Suite 'Ct FIREWALL DETAILS, WEB STEEL SALES, INC. 8 - 10 - 98 _ L Sandy, OR 9705 5 PER GYPSUM ASSOCIATION F 84.2 37396 RUBEN LANE, BOX 9 DATE 1 0 9 8 ENARN __ N ILE N0. INP 0 SANDY, OR 97055-9377 JOB NO. 9 8 2 0- 1 1 0 INC ( S 03 ) 668-6 550 (503) 668-3267 BUILDINGS F 1 SHEET A DOSIO v of WEB STEEL SALES - —'—"— NOTICE: IF THE PRINT OR TYPE ON ANY FI-11IIf III ( ' I1 II I11 111 11 f-If_ II , , h - .��1. r�. � _r�T _�l_r .`.It. _,�� ili Ili Ili III III ill ill IIS ili � ili iII Ili ill ilf III i i I i i i r r i t r i i i ! i i . I I I I ! I . I � 111 SII I r III I I III IMAGE IS NOT AS CLEAR. AS THIS NOTICE, �. 2 3 IT _---- _ --- ___--� 7 - _ 8 - 9 10 11 12 I DUE TO THE QUALITY OF THE --- _- No.36 �'� "r„'�.""' ORIGINAL DOCUMENT E I 6Z 8Z LZ 8Z I 5Z fiZ � Z ZZ TZ OZ 6T $ T LT 9T ST � T ET ZT TT T 6 8 G ~ 8 �' � � S Z T 1813 � {II IIII�IIiIIIIIIIIIIIIIII IIIIIIII► lillllllilll.1111111-lllllllli11111111. IIII IIIiILIIIIIIIIIIIIIII111I11! IIIIIIlliill :IIIlIIIIlIIIIIlI !IIIIIIIILIIIIII !I I I II I I I llll I l l i LI_L LI I I LLI I X1111.1.1.1 u li lll I I i I��I l GENERAL NOTEa MECHANICAL SYStEM ^� — Vim_ an W) O co 1. PROVIDE A 2A TO 5C FIRE EXTINGUISHER IN EACH TENANT 1) MECHANICAL PERMIT (AND PLANS AS REQUIRED) SPACE IN A CONSPICUOUS LOCATION W/ A SIGN PLACED ABOVE SHALL BE OBTAINED BY CONTRACTORN 0 m EACH (NEPA 10, TABLE 3-2.1). LOCATE AS REQUIRED TO THE SYSTEM SHALL PROVIDE NOT LESS THAN 5 0 N `° cO .-. .r PROVIDE A MAX. TRAVEL DISTANCE OF 15'-0" CFM PER miNuTE OF OUTSIDE AIR WITH TOTALc (D It M PPCIRCULATI AlNOT LESS THAN 15 CFM c CO I n Pf�EVIOUS AROVAL0 u C r o •• PER OCCUPANT. E RESTROOMS SHALL HAVE 1. SITE DEVELOPMENT APPIROVAL: SDR S7-0202 AN EXHAUST PAN, CAPABLE OF FOUR (4) AIR 3 2. SENSITIVE LANDS REVIEW: SDR SI-0003 CHANGES PER R. Q vi o 0 3. SITE PERMIT: 9I-0030 U ® v REST ROOMS o 0 of aENGINEERED FILL o 0 n �= _c o � INSTALL A UNISEX MOUNTED I. ILL USED FOR THE SUPPORT OF THE STRUCTURE SHALL BE ON THE WAL ADJACENT TO LATCH SIDE OF i 14 MINUS ROCK PLACED IN 6SLIFTS 4 COMPACTED TO 95%- DOOR 60" �BOVEIN. FLOOR, COLOR, , ,�• r f 111 j 2. OWNER SHALL PROVIDE THE CITY OF TICsARD WITH A BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNAGE SHALL OMPLE7E w/ ACCESSIBLE COMPACTION REPORT FOR ANY STRUCTURAL FILL UNDER REQUIREMEN S THE BUILDING. FRAMING NOTES A PRIVACY LO AND AN OCCUPIED JU INDICATOR SHALL sE PROVIDED. LOCATED ' ' Ay'` 1 1. REFER TO WEB STEEL BUILDING DOCUMENTS FOR FRAMING GRAB BARS '33"-36" A.F.F. Jc c R. h � AND STRUCTURAL NOTES.(SHELL) 2. REFER TO NICOLI ENGINEERIIG DOCUMENTS FOR TENANT IMPROVEMENTS FLOORS SHALL HAVE SMOOTH, HARD EXPiRE:� 12-1011 -9 8 AND CODE INFORMATION. NONABSORBENT SURFACE 4 SHALLOW EXTEND 3. WOOD FRAMING: DF-L *1 OR BETTER UPWARD ONTO WALLS AT LEAST 5 INCHES. 4. GYPSUM BOARD: 1/2" BOARD WALLS 4 CEILING WALLS WITHIN TWO FEET OF FRONT AND SIDES PROVIDE MOISTURE RESISTANT GYPSUM OF WATER CLOSETS. NONABSORBENT SURFACE � BOARD IN REST ROOMS TO HEIGHT O� 41-1011. a: ENEKGY NOT S .. .w SPECIAL INSPECTION_FROGRAM CL 1. « •w. ewew ALL PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE , SEALED WINDOWS 4 DOORS ARE TO BE CAULKED, GASKETED THE BUILDING OWNER IS RESPONSI€3LE FOR THE J OR WEATHERSTRIPPED• FOLLOWING SPECIAL INSPECTION^: ' .Q # . •w 2. A 1 - PERM VAPOR RETARDER IS TO BE INSTALLED ON THE I. COMPACTION REPORTS FOR ENGINEERED FILL. w " WARM SIDE (IN WINTER) ON ALL EXTERIOR FLOORS, WALLS 4 . . ® � CEILINGS. 2. FIELD WELDING CIF REQUIRED) ,, s *� ' TESTING AGENCY: CARSON TESTING, INC. 9 e•,�.., i.l.l A V i 3. INSULATION WALLS = R-13 BATTS P.O.BO�C 23814 TIC��4R'D, OREGON °• e� z N ROOF = R-19 BATTS CONTACT ON ACT PERSON: BRIAN LEACH • w�'? Q �' 4. IF RECESSED LIGHT ARE USED, THEY SHALL BE INSULATION PHONE NO.: 684-3460 y w • � z 1 _ z o I COVERAGE (IC) RATED ,— ^ w 5. WINDOWS SHALL BE DOUBLED GLAZED W/ 1/2" TEST REPORTS SHALL BE SUBMITTED FROM T14E W AIR SPACE, � o LOW E COATING AND TINTED OUTDOOR PANE. TESTING AGENCY TO THE CITY OF TIGARD AND 0 J u a NICOL I ENGINEERING WITHIN 10 WORKING DAYS Zs � 2E D Q i W Ln CODE DATA BUILDING ,ACTUAL AREA: 4,800 S.F. GONSTRUc�.TIoN TYPE: V-N ALLOWABLE AREA: 8,000 c� 0 I OCCUPANCY: TYPE: 5, F-1 4 TENANT SPACES = 2 1440 S.F_ t 2 a 960 S_F. DESIGN LOADS DATL: 8-28-98 WIND SPEED: 80 M.P.H., EXP. 'B' DRN BY: DJL SEISMIC ZONE: 13' CHK D BY: JDA DESIGN SOIL. 5EARING PRESSURE: 1500 P.5.F.(A56UMEU) JOB #: 980622 2nd FLOOR: L.L. = 125 P..SR(L.IGHT STORAGE) DWG #. C0.2 ROOF: SNOW=25 P.S.F. r ,r,• � Ali ,, r f ,4. ,;; e .'t'; .,+ ,,}' ;` l .Z" v; ,. .:+ ''"..'.�.,,,�.........•. -....,.,.._•......._. .,.... yew, -.r ... t. :. ... .a.a '.. :,. pow , i NOTICE. IF THE PRINT OR TYPE ON ANY i I I I III I I I I I I I T I 1 { I I I I I I I r 1 TT I"T I l l �l 1 1 IIS I I III 1 1 I I ► I � I I I { f 1 1 1 1 1 1 1 1 I l f r � , fl f 1 1 I f ( f l r f l rl � If f11 III IIIIIIII IMAGE IS NOT AS CLEAR A T I I I I I I I I 1 J - s HIS NOTICE, 1 � 3 4 5 � IT IS DUE TO THE QUALITY OF THE _ — __ No.36 M ORIGINAL DOCUMENT � -- - ---- --- -- ----- - e • E 6Z 8Z LZ 9Z 5T. � Z E�Z ZZ TZ OZ 6I 8I LI 9T 4T � T EI ZT IT OT 6 8 L 8 9 fi E Z I ��i3w Ilii IIII IIII III1111111111II IIIIIIII IIII IIII 1111 11111 IIII�LIII IIII IIII. HII Illl�llil IIII IIII IIIIIIII IIII illi IIII IIII,:IIIIIIII IIII Ilii IIII IIII IIII IIII Ilii IIIA l 11.11 111.1 llil 1111 Llllll.11l '111 IIIIII��1 J c0 cD O co N M FIRE BLOCKS 'L- N N 000 +% N cD to to in Of FIRE BLOCKING SHALL BE PROVIDED IN THE 1=:.)L.LOWING In In LOCATIONS: n °% ami u o U N � 1. FURRED SPACES, AT THE CEILING AND FLOOR c 3 x 0 LEVELS AND AT 10'-0" INTERVALS 80TH VERTICAL AND c°�� m -v 6 HORIZONTAL. N o o X 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL - AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP PRO � CEILINGS AND COVE CEILINGS. I 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE j AND BOTTOM OF THE RUN BETWEEN STUDS ALONG AND IN I LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. C E(0N U°' 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS,CHIMINEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A1g��`� PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WIYH q' `1\ NONCOMBUSTIBLE MATERIALS. 5. REFER TO THE O,SSC, SECTION -10822 FOR FIRE BLOCKING CONSTRUCTION REQUIREMENTS. I . . . •� #s# ar � ay • aA al q M # aD#qer • # CPS ** DRAFT STOPS A DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING ` « « + ` IJA' � N LOCATIONS: z # . �' ! # z CC -c— p 1. DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, • ° ` z OVERWANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR o COCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN W vi o THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN J � DRAFT STOPS DOES NOT EXCEED 3,00 S.F. AND THE z cQ � GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. W m > i 2. REFER TO THE OSSC, SECTION -7083.13 FOR DRAFT STOP ! CONSTRUCTION REQUIREMENTS. i .11 clU A O DATE: B-28-98 DRN BY: DJL CHH BY: JDA JOB #: 980622 DWG #: AO.3 rIIIII � IIIIIIITTI M I .1.. TITI T111TT1" T1TI'llIIIIIIIVIII ( IIIIIIIIIII � III11Cr1ff1 � 1i11 TIITIIIIIIIII { NOTICE: IF THE PRINT OR TYPE ON ANY 11 I ( � I I I I I T I I -� �� 1. .( 1= �. _I II'l II I I I I I ! f I I l f I I r I T 1 1 T 1 I I I I III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 _ ._ 5 6 7 _ 8 9 10 11 12 � . --- ------- -- --- I DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT 9 6Z SZ LZ 9Z 5Z � Z ---EZ ZZ TZ Z 6T W8I - GT 9T 9I fiI ET ZT i � I 6 8 8 - lm I ; }I IIII Ilil IIII IIII IIII IIII IIII IIII IIII IIII IIII ll_I_l llI L1JI 1111 .1111 LII 1111- 111111�I111101 Illi IIII IIII IIII IIII IIII IIII IIII :IIII IIII IIII IIII IIII IIII IIII IIII I I I�I� LIL �II� III LII� I.u,l �.�. 1.1 �llllllil�Il r . U t0 tD C O tD N M U N O 50" •0 V9 � � two N O W M 0 I. CONTROLS, OPERATING 1"IECHANISMS AND HARDWARE, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ko In ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL U ' 0 v C.IOMPLY WITH O-S.S.C„ SECTION 1109 N v7 y O VI XO O 2- HANDLES, PULLS, CATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURESv m AND STORAGE v o o v+ o X FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING c _ = v PINCI�ING OR TWISTING TO OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT Cs ' © M ei E- a � OSSC, SECTION 11093.1 BEATER THAN 5 POUNDS FORCE. PR1�^ i 3. CHANGES IN FLOOR LEVEL SHALL NOT BE GPFATER THAN v7 INCH. G j 4. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHA WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1109.2, AND NOT LESS THAN 3h" A50VE THE FLOOR, OSSC, SECTION 11093.1. LL 8E ELECTRICAL AND COMMUNICATION'S SYSl EN15 RECEPTACLES ON WALLS SH,4LL BE MOUNTED A MINIMUM OF 15" ° EGON HIGH AE30VE THE FLOOR 17 9$� FS R. 1A\G 4 __ 48 M1hL f l EXPIRES.- 12-31 -98� OAM 01 CLEAR FLOOR &PACE INSULATE PIPES — (SEE I�AG-1: 48" cr o ADA FIGURE No. 5) «. ««• (066C, CHAPTER 11) i � r• • • • • rrr • SIDE REACH: 54" L_- r••• •r*•• (GEE ADA FIGURE Na b) ...J « r +► (ObbC, CHAPTER 11) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • « 8 mi AX 11 MK • KNEE CLEARANCE MIK TOE CLEARANCE10 , DEPTH «•'�� L r•M •�E Z N (A) SPOIX HEIGHT AND KNEE CLEARANCE � (f3) CLEAR FLOOR SPACE � � "z L.J LAVATORIES54 MIN, 12 42 MIN_ I • is � � `, m II\ �� L 13 MIN, O 1 ✓� Off J ~a.�I 40 ;01 OILET PAPER --�- `- r .c .`, 0 I DATE: 8-28-98 (s) CLEAR FLOOR SPACE -_�(a) BAGDRN BY: DJL BACKWALL CHK'D BY: JDA r�c�-rw --- �A JOB #: 980622 _ GRAB BAR LOCATIONS _ DWG N.T NOTICE: IF THE PRINT OR TYPE ON ANY -�(-►p I r 111 + ' I ' � , I " I 1 � r 1� , I ' -1111 Ili I_�_r. _r.�.r r! r -r�r r f1 -r�r � .1..1..1 I 1 �1 l I I l 111 I r l r I l 1111 1 � 1 , 111 111 1 l 1 111 1-! I 1 _ 1_ r �- r 1 I Iiii 1• � r 111� r� 1 � ► r �_ �► -► I I f 1 ( I 1 �._ . . IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 I I f I ! � ! I l 1 3 4 5 I � ( �� C� j 6 7 $ 0 10 1 11 1� �y IT IS DUE TO THE QUALITY OF THE _- - ~—V --�� _ No.36 �5 •.,... •...,, ORIGINAL DOCUMENT E 6Z 8Z LZ 9Z 5Z � Z EZ ZZ TZ OZ 6T 8i LT 9I 9I � T ET Z � "'uILI11 g8 L 8 11II1111 Iiii IliiIIIIIIII . 1111l!!! Illi Ill .II [I ► � - s Z III IIII [Ill fill al k 32.15' 1—HR. WALL DUE TO LOCATION I , i I � o M TO PROPERTY L INE. 2 �' I — o w N M N 8'3051'40"E q 534.00OPENINGS GOALL 5E' F'ROTE T i ------------------- --------------•--------- ----- ------�-- ------------------ ----------� I ! uh o 1ff - I I > N N CO !'� ' ' � c0 I BUILDING 'A' ! I -4- --L M 00 40' X 160' i ! I u c M c .. .,• ! I� u v N 0 41 CD x o U vi m L. ci ! ® x I I © o 0 x BUILDING-VE - -- e I a - I �� I r , I I / o m c tP a. LA_ PRS BUILDING ' B' • t 0 , I ` �` 1113 40' X 144' 1—HR WALL DUE TO LOCATI ! / ® OF ASSUMED PROPERTY LINE �, qty 17, o� / / ® WINDOWS ARE NOT REGISTERED I I ' ��NFS %(� I TO 5E PROTECTED i R � / BUILDING 'C' 5 j ' I I 3,840 S F. 5,-I60 Sr-. i 40' X 96' I 40' X 144' I 11—ja: - - - - — 7� EL o 35.00 ASSUMED PROPERTY LINE 45Lisiss-iisl ' ! . • : • ,, w • e • • . . • _ I • IMAM 0 � � WAT E R o I I > � j I esee *IoIBUILDING > FACILITY BUILDINGD' , 0 ^ I e e • (WILL NOT 5E CONSTRUCTED ` � h,000 S.F. � � ! � � • '�I — -- --� j I G� r 5 8 3 51148" W 34-7.11' CD e ' Q ! I - 1-HR. 'WALL DUE TO LOCATION I e , • = w / TO PROPERTY LINE. W OPENINGS SHALL 5E PROTECTED a I / J Ln Q I cn Ln ! NORTH ;Opp m Q SITE PLAN I I� -a-- I IN w cz:) I , 01 ca- I I , I DATE: 8-28-98 I � I i3 DRN, BY: DJL CHK D BY: JDA �c , jOB #. 980622 IQ I �� DWG #: ----_A11 ---_. I ---lin s 89.51'48" W 201.051 1 .1 NOTICE: IF THE PRINT OR TYPE ON ANY TI--I-11If 111111 ! III Jill 11 ! 1111 1111111 111i11f 111Ir11 11-1 �TI-1 r1-� 111, ,1,.11.,1. 1 1 � 1 111 ,1.11. 111. .111 1 �1 °1If rel 11f f11 1� f f11 TL? 7Ir IIf 1111111 iIIlI1I 111111 11x1111 111 III 11111 1r., , . I Jill f Jr ,�..�. a � IMAGE ISNOT AS BLEAR A 1 2 I / I 7 S TH�.� N�JTICE, ___-- _-- -- 3 4� 5 _ _ 6 7 _ 8 _-_ 9 - 10 11 1 J T IS DUE TO THE QUALITY OF THE X0.36 •.�.��.. ORIGINAL DOCUMENT E 6Z 8Z OZ6I8I LT9TIi � i ET ZT6 8 L 9 2 IIIIIIZ11� 11M[II IIIIIIIIIIIII il11II1111II111,1 1 111 1Illl111 111111.11 1111L1. ll l� IIIIr1ll r U cp ca //� C Go pn 1(J0a O t0 pry N M 48' i — -- — N I I O 't32 32 48' 2mED .10 v -- o, 00 in if) UC r_ C *...01 v OFFICE / ii ! ii ii I I ii \� U N WORK AREA i i I I I I I I I i � ,c o 725 S.F. 11 SUITE 330 SUITE 360 i i I I i 11 WORK AREA � U N m° II 11 SMITE 3"10 SUITE 390 I �i I N o 0 0 ii 1,440 S.F. 960 S i+ II 160 S.F. 1,440 S.F. i II _ `a 0 a F _c o � I Q. I I I I -- r WEARHOUSEi I j F OFFICE MANUFACTURING. GI N ; I I o�IcE I � 225 S.F. L 1360 S.F. I II II I I I , 'GON _----____PARTrWCLPARTY wa� L \\ Y,7PER SEB \ PER STEEL STEELBE$ R. N\GO FIRST FLOORrA _ 22 2.6 12- {1 -98 48' -�� 32 ' _0.. 32 • - m�� 45. _011 , n • s � ss • • • •♦ • m s • • • 1 rol -oll 32 ' -0II I -011 1 _0II I _oll ' -011 1 -0 11 �►�J1 -0111�O32o • • • � ws aw • A y t� C -_- •�.---_-- N .. w --- `\ ��r--- •----__----.---` N• . � V) Z `, OFFICE/ I '�, I �� I � c� ` ICE/ OFFICE/ OFF I CE/ F - 'I I/ I `- L.Lj STORAGE ,\ J I STORAGE STORAGE STORAGE 480 SF. I , � 1 � cn 480 S 480 S.F. \ �; I 480 S.F. i W OPEN BELOW O T �, N I I � � Ln Q ' TO OPEBELOW Z r '`ti BP W II W ff'/ I i w I I � � ri I -------- \ -------------c--'' U SECOND e_ c B _ 23 2.5 �12.e DATE: 8-28-98 DRN BY: DJL NORTH CHO BY: JDA BUILDING PLANSJOB #: 980622 DWG #: C2.1 NOT TO SCALE _ ------ . 2.1_ r ! ''I� . NOTICE: IF THE PRINT OR TYPE ON ANY r� � � i � � i � ili � i 1111111 IMT � � � � II1 1 � ililT r�r�T�T TT �f�- , Iillli 111 ' 111 III 111 I'f I III If 1 1 � I �If 1 111 rfl .r� r. _� �� IIi X11 111 III T 111 I � I if I r l 1 I I I l l l l l l l l l l I I I I I I I I 1 I I 1 r c � � Ii IIII � � IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 � IT IS D U E TO THE QUALITY OF THE � 111 - --- -- -------- - 12 No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ 8Z 5Z � Z EZ Z TZ OZ 6T 8t LI gT 5T � T ET ZT TT T 6 8 � L 9 I I ( illl IIII IIII IIII Ilil IIII ILII lllf 1111 1111 f�ll.�llJ lffl 11ll,ILII �fll ll�l llll. Ilff 11111111 flll 1111 1111 1111 IIII IIII IIII IIII Illl 1111 1111 1111 1111 1111 lill 1111 1111 ll.l lLl 111-1 1111 .1111 1111 fill 1111 11.11 ll I � � I U (f? CO G 00 tn n to N N rO v N 0 Nt L N N 00 r. (Dcn (D 160 -0 " 6'-ra" T`r PIGLALc men M _ __ o +, O o Ln LO AT- D• U N _T__T --I-I- � O C x O 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 O uj O I I U in v Ln c T7 N O x I O O --c-- --- - - O Od ) F- l --- - -- IICONCRETE AUGER PILE AND GRADE BEAM. --C� -0 TY"PICLAL CONCRETE STRENGTH = F '0:2,500 6'-0" T1'PICLAL -- - -- -' �' ,� •� ' - _ _-- SEE DETAIL BELOW _ ,. �` 1l ' 41 . _ CONCRETE SLAB. REFER TO WEB STEEL DOCUMENTS FOR TYPICAL SLAB INFORMATION 01 FGt0N AND NICOL. I ENGINEERING DOCUMENTS FOR ''t�-•. . � TENANT lr-IPROVEI"FENT REQUIREMENTS. _ I `°'° ` _ ,`• i I � i 0 FOUNDATION PLAN R . a I T1/16 /T " i _ IIQ K/ 001",PACT FILL TO 5'-0'I MIN. e=x- -- '30% OF MAXIMUM � « ° DR r DENSIT"r' PER ° . b ° • • I _ AASNTO T- 180 OR TOP Et GE Or - ljz I, EQUIVALENT r1ETHOD. BAN< VARIES 5'-0" TO 20'-0" (2) "' 4 BARS DONT. CONTINUOUS GRA W w FROM BUILDINGI cn � � BEAM. SEE DETAIL : U) � � �, I FOUNDATION -j `4BARS VERT. AT I ri o 181 O.G. EXTEND 2 '-011 n � INTO SLAC 2)*4 BARS. EXTEND rn Q E3. w Q � �I � ,-- 2 '-0" MIN. INTO SLAB � Lrj ----- <4) 4 BARS NORIZ. Q a I AND 5'-0' MIN. INTO z ' _ a d I I-� PILE. w � () � I � Q REFER TO WEB STEEL DOCUMENTS Q i- " 15"O POURED AUGER Jc FOR COLUMN DETAILS AND TYf IGAL � j {- PILE W/ (4)104 BARS SLAB REINFORCING. �� 10'-0" LONG W/ 1*3 TIES AT 18" O.C. 6 '-0" LONG BARS AT NORTH AND SOUTH CD DETAIL A-A _-- WALLS. GRADE BEAM DETAIL AUGER PILE DETAILS DATE: 8-28-98 DRN BY: JDA JOB #: 980622 FOUNDATIONDwu 2.1 A: 1/4" = 11-011 2 All NOTICE: IF THE PRINT T _I_ 11 t I I ► I _. f °. A ., . .. ; OR TYPE ON ANY l ) i 1 1 1 f l f l f l l 1 1 I 1 ��111 1 17Tf I I I l I l I I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 l I I 8 9 1 a 11 , 12 `� IT IS DUE TO THE QUALITY OF THE —._.___- � � ____ � -------- -- --- __ __ _ L— � ORIGINAL DOCUMENT I " E 6Z 8Z LZ 9Z 5ZI � Z EZ Z TZ OZ 6i 8I GT 9I 9T fiI ET ZI II T 6 8 L 8 I I I f I I 4 �' E Z T �iuitw IIII 11111) I1111I111 IIII IIII IIII11111111111111�111.1111.11IIII Illillll IIILIIII Il11111111111111I11i1111IIII11111111111, ,11111111 ►III111! IIIiIIlI IIIIlIII Illilull 1111111 lll� l.�ll �ll- - lU 1111f�11 , L . U (O (D NOTE: c o cv AT NEW TEr-ANT WALLS ADJACENT TO N N E BUILDING SHELL WALLS, PROVIDE o (D0 Co .- h � f0OTINCs TYPES AS NOTED ON �' 16 �' °' •-. SHEET 23 IN CONJUNCTION W/ L v 0 0 I o �- ao �'�OOTINGS / MONOLITHIC SLAB ( U � � o � n fOR THE BUILDING SMELL. TENANT I u � N o WALLS SHALL BE CONSTRUCTED =ADJACENT TO FINISHED WALLS I 3 X O 0= BUILDING SHELL WALLS. PROVIDE 3'-4" 3'-4" m° ]BLOCKING AND DRAFT STOPS AS 603® 6®30 c N o L '?NOTED ON SHEET 03. _ ® v rn Q- 2 - 2, '\TYPE 2A FIRE 3068 ``� TYPE 2A FIRE P r % I EXTINGUISHER ► EXTINGUISHER ��'� ��r�C G i N r' SHEAR WALL. NOTE5 CTS I I 1' (----5EAM ABOVE �S I NK: � 1. SHEAR WALL SHEATHING: 3/8" Iii PROVIDE 21" MIN. I PLYWOOD CLEARANCE BELOW 4 I I B I x I OR GON 2. NAILING PATTERN 10 Iii SPACE IN FRONT OF SINK Iii 4'1 v 17 EDGES: 6D NAILS 06" O.G. ; ; INSULATE PIPES. ; ; g21F5 R. 14\ FIELD: 6D NAILS 012" 01C. I I O I I 3. SOLID BLOCK AT ALL PLYWOOD ' ( ( xPIRE. ': 12-31 -98 EDGES SHEAR WALLS. I I 11/24) HA r:1RAIL, 50TH 1 I I E -- I I SIDES OF STAIRS. I I FLOOR SHEATHING NOTES CT.I.i' I LOCATE 31-01, A50VE I TREAD AND 1 1/2" FROM 1. FLOOR SHEATHING: 3/4" ► ( WALL. V R e (� PLYWOOD (24/0) I ---HOLD DOWN I 2x6 a 12" D.C. Q PATTERN LOCATIONS 2. NA1LlNG BEARING ALL - TVP. a— . . . PROVIDE STUDS EDGES: 8D NAILS 06" O.C. • " " • ' � " �� I 2x6 12" O.C. I • . � . . . " . • . . FIELD: 8D NAILS -912 O.G. •• , 3/8" PLYWOOD 3/8 PL OD BEARING WALL " • " • �`TYP. � SHEER WALLS �P. 0 S EER WALLS. • " � Q , • • 4 • 2x6 16" O.G. I I cc 2x6 a 16 O.G. " BEARING WALL BEARING WALL I A S%6, ` • �, . . K =D �`J 4.1 Z � _ .. w .7 . w� r_ TYPE 2A FIRE HOLD DO • `� z t 3'-2" EXTINGUISHER LOCATIONS • �' c_ 16 RI5ERES = 63/4 # * * A� '— w —_ HOLD DOWN 15 RUNNERSI = 11 � _ 0 r LOCATIONS 0' F 2'-0"31-011 TYPE 2A IRE W XTIN UI D `" _� 41 1-4 3040 3040 E G ER rn � z m `a ,_ SAFETY GLASS ® SAF A5 W _6 8 _6 0 SAFETYGLASS S > CA C STRUCTURE PER WEB STEEL BUILDINGS „ 0 n_ DATE: 8-28--98 DRN BY: DJL CHK'D BY: JDA JOB #: 980622 A FIRST FLOOR PLAN_ DWG #: c2.2 - -- 2.2 � li"11,111..5a,.. ;...mow. - - "tc,.,_. it ;• ,. ., ,.:..... e.,yty .w no +c«vnv,ea ...ei.MararwN.e{�al�iiu�pN6R", s+ s.N!zra,a.: cr , n.e{rua..r, _ NOTICE: IF 1 HE PRINT OR TYPE ON ANY lirjIiI 1 I ( 1 lil lil I ( I 1 � T li ! I � I lil I-rf I � i r� r 1CTT�1- T� 1 1 � r 1 � I 1 � ti ( � I I ( I I � I I ( � 1 ( I I � ! ' I ( I III I ( I I � 1 1� L l � t i � r 7 ( I til t � l � 1 � t 1-( 1 tjl 1CI I ( 1 i � t tIr 1 I t I I 1 I t I I I I I I ( I I I I f I I �� ► IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ 2 �i � 5_I _-- 6 7 g 9� ]-� -- ---- ---- - ---- - -_ ______ `_ ___ - IT IS DUE TO THE QUALITY OF THE 11 12 35 ORIGINAL DOCUMENT 6Z III6 I 8 IIII III ( I 1I1I- . 6 Illlllli8lll� lll`l L 9ll-[III, E(1 � lllIIIILII1JlLIIII IIkIIIIIIIIIIIIGIIIIII — U (O (D o ED N M U O �> N N 00 +% r%. c0 c0 U) (n a--16- n c j a O OO -wuv VC U M O a V N c c x O o V) o 6030 6030 LO 16- -o --- NN p v, O x LL- BEARING WALLS 2X4 * 24" BELOW SOWN I 1 W/R-13 IMMEST I ON DASHED T 1/2" GYP. 5D I �,�' 41 E A. SIDE II II I i ' EGON 2nd FLOOR 4- 2nd FLOOR I OFFICE/STORAGEII ��S R. N`G IOFFICE/STORAG 480 S.F. I I i 1 480 S.F. LEXPIRES- 1 2-31 -98 16 RISERES = 63/4"3'-0" ,'--- 15 R JNNERS = 11" 1 OPEN TO RST FLOOR 0 OPEN TO FI T FLOOR (� n Q 2x4 a 24" O.G. N I , . •« W/R-13 IMMESTI N N • •• EA. SIDE 1: 00 .•w am • Y • R « 15'-6•' W -d- M z z•,r � rte.. rn —41 J (A ci, -- moo or-_ Lf-.% D CJC) mp:= HANDRAIL, 50TH SIDES > OE STAIRS. LOCATE 31-01 A50VE TREAD AND 1 1/2 " ,_ FROM WALL. 00-0 4.2 LL c� cif CL DATE 8-28-98 DRN BY: DJL CHO BY: JDA JOB #: 980622 #: B SECCoNDDWG c2.3 FLOOR PLAN -- — .3) — —._..—�_ _--.� --_— 3/16" 1'-0.. 2.3 NOTICE: IF THE PRINT OR TYPE ON ANY -( �1 ( t Tl1ll (l 1 � � I111 111 1Irli11II111L�- tlr 1 �� IIt IIt tlt III III III IIt ILI IIt IIt1t � i tlt I � I tli tll rlt tlt tit ! � ! II1 IjIIILI 1Li ICI iIfIIIIIII l I I I I I I I i I I IMAGE IS NOT AS CLEAR AS THIS NOTICE �. Z Iill , I O , -_ _- --� ------ -__4 5 6 ? 8 9 10 12 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E EZ SZ LZ 8Z 5Z � Z �Z t g 1111 ILF1111-11111 I111 F11011 Illi 1161i tIM11811111111L11 'Ill Ill I9ll :t1111 11511 '111111111 ��, �111111. 11.1.1Illl ��l. �I�LLIII ��Il��.l.11 �lIllIIII�r�1I , U C mo N M f N N m > m or-. i0, 0 0 O LO O V K) O v `- U N M a, . x ai V-6 3/4" — I ----- V-6 3/4" m `a c V N 0O X I � O i 11/2" 11/21" I 11/2" 11/2" _ 1 3' 1 1 s 3' i i 4.`� G F N I I I I A I I 1113 5 r,.. I f I I 115 f G_)N k2l I I I I 2' � r f I I DA4 7.511�'i I I I I 12-,20 -98 1 - I I I I I I I I _ 2'-0 x2'-011x14" I 1 I 1 1 1 2�_O�,x7'_O„x14„ r— —, u u I 1 r---� 2' i I DEEP FOOTING � L I DEP FOOTING _I _ I W/ (4)04 5ARS i i i i 2 I _ I W/ C4/'4 5ARS SUITE i i J EACH WAIF TYP. EACH WAY TY Q I I I I I I i I I I I I I I SUITE I f I I 1 1 I I I I 3�� . • . � * . •® 1 .. • . I 1 I I I I I I I I � • s . , I I I I I I I I � � � • �. $ � ® IA i I I I I I I . . • z n 0 -� z chi a I I I I cr) I I I I 1 1 1 i I ca U I I I I II—off 1 I I I Z mF=- I .-- 411/2 I I I I I I I I I I I f I I I Q F:-: w 0 rZ DALE; 8-28-98 DRN BY: DJL _ t.4 FOOTING CHI BY: JDA PLAN _ _ _ Joe : 9806 7_ 3/16" 11-011 REFER TO LL'E5 STEEL DRAWINGS DWG #: C2.4 1=OR TYP. SLAB/FOOTING INFORMATION --_----- ------_.__ I i OTICE: IFTHEPRINTORTYPEONANY TrijIIf I ( I ( rrf IIIIII � I ( ( II ( I ill � lll TC�( IfT l ( I � L ( I T �_r�.�" II III Ili III III III III III III III III III III 111 III Ilillll III III fII II1 111 III T TT I I i I I I IMAGE IS NOT AS I f I I I ( ( I f 1 P I I1111 ( I I CLEAR AS THIS NOTICE, 1 2 3 4 ) I I k2. IT IS DUE TO THE QUALITY OF THE 10 12 ORIGINAL DOCUMENT --�- -_ -- __ _ _-__-- _- _-_ �__ _ _ _ No.36 E 6Z 83LZ 9Z 5Z fiZ EZ ZZ IZ OZ 6i ST GT yi 9T I � T ET ZT T,,I ,, y I IIii 111 llll .11l.l Illi (Ill illi 111 111 111 II I i 11111 , 1 f.: U 1p tp c fn (D � N M INSTALL GLl1-LM BM. DURING CONSTRUCTION u N N m FOR FUTURE 2ND. FLOOR PROVIDE A MIN. OF 4-j r, 0 co 12" 01= BEARING 0 EACH SND ch c u �+ a o 2x4 ® 24" O.C. - IV � o .�; �: BEARING WALLS UJ/R-13 IMMESTION 0 N 01 BELOW SHOWN T 1/2" GYP. BD DASHED EA. SIDE o o 6 fZ�3m v °D L- � c 6030 N © 0 o 01 CD a F= a ° TIMBER STRAND--+i RIM WARD- TYP. _ ' ' �� PRQ� r� OI N t, QC4 O :GC_)N SQ All, .��Z 4Y X 5.45r4 w _ EXPIRES 12-31 -98 cq 2x4 a 24" O.C. Q. WAR-13 IMMESTION /i • ' 0 sr , • • • •s • i I T i/2" GYP. BD > ��- - > » . . ..� . .• • EA. SIDE — . . • • �� `, • • sup ILI ' •� fi �� - • • R • • ;2w- CIN s CIN Qi • � � ` Q �7 4b •• •Z0 CL: W • • a �� /rye I W f w I i LO EXTEND WALL BEYOND FLOOR U W RCFLOOR FRAMING PSND DATE: 8-28-98 _ DRN BY; DJL 3116" = i'-®" CHO BY: JDA JOB #: 980622 DWG #: C2.5 2.5 t;OTICE: IFTHEPRINTORTYPEONANY I-�--� � ilr III Ir�� I � ! � IIi � f�� 1i1l � �-r f1L1- 1--17MTI-r.-r�-r1flr �► ��—� IIIIII I III III III Ilf III III � III I"ll III Ili IIIfIII III flI 111 , 111 III IIl IJIIIII III Il ! Ilfllll II ! IIIIIIIIIII - , IM I 1151 AGE S NC�T AS CLEAR AS THIS .NOTICE 1 2 3 l 4 ITIS DUE TO THE QU",LITY OF THE - — — �— --- — --- — No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ 9Z 5Z 1pZ EZ ZZ [ Z OZ 6T 8i LI 9T 4T � i Ei ZT OT 6L1111III! IlliLIIIIIIIIIII IIII IIIc 1111 :IIII 1111T l� �Ul lU LiI1 LLl Lill IIII viii 1111 lll l� iiii� i� C 00 K) 0 cD N N N) •> NN 00 n cD c0 C L. Wit' po M p q3 to if) 6030 N Q' — --- - -- c3 x O TYPE 2A FIRE INSTALL 2x6 16" O.C. u m -v 6 2 EXTINGUISHER--gyp `4- c BEARING WALL -a N p 0 o X II I I o rn a_ �- a R/- NOTE: 5EA1`1 ABOVE AT NEW TENANT WALLS ADJACENT TO i I " SUITE 390 t I ll THE BUILDING S�-IEEE WALLS, PROVIDE D FOOTING TYPES AS NOTED ON 14' -6 " 10' SUITE 330 O.HJ Li1 SHEET 23 IN CONJUNCTION W/ FOOTINGS / MONOLITHIC SLAB ; ; r Ec;vr FOR THE BUILC>ING SHELL. TENANT I WALLS SHALL BE CONSTRUCTED ADJACENT TO FINISHED WALLS OF BUILDING SHELL WALLS. PROVIDE BLOCKING AND DRAFT STOPS AS 2 x6 16 .�_ 2 -6 BEARING WALL >~xt��I�E` NOTED ON SHEET 03. 2x6 16 " O.C. • A 11/2 -0 HANDRAIL, BOTH SIDES BEARING wAL L3068 , 2x4 tv 161, 01== -rA I RS. LOCATE 3'-0' �[ ,•' SHEAR WALL 11' ABOVE TREAD AND 1 1/2 " oil TYPE 2A FIRE U ----FROM WALL. SINK: EXTINGUISHER-� 'HOLD DOWN LL LOCATIONS G Sri PROVIDE 21 r11N. CLEARANCE`` 00 .. BELOW 4 30' X 48" \9 42 • �.,: a ss • • CLEAR FL AOR SPACE IN FRONT 3/8" PLYWOOD ' OF 51NK. rTrf=. a SHEER WALLS. — 16 R15ER5 = 6314" �—�, ' . . ' f LL I 15 RUNNERS = 11" " fNSULA T E PIPES. - I � . ' ��`�� o TYPE 2A FIRE--- EXTINGUISHER ► OFFICE C _� z • SHEAR WALL NOTES (T.I.) - ( r- 4 4030 cq ►. . . Q Of 190 I. SHEAR WALL SHEATHING: 3/8" — w � s PLYWOOD 2. NAILING PATTERNm CID 6D NAILS ab" O.C. W FIELD: 6D NAILS +012" O.G. STRUCTURE PER WEB > 3. SOLID BLC''CK AT ALL PLYWOOD STEEL BUILDINGS Q EDGES 6 SHEAR WALLS. F-LOOIR SHEATHING NOTES (T.l.) � c� 1. FLOOR SHEATHING: 3/4" o PLYWOOD (24/0) 0- 2. NAILING PATTERN DATE: 8-28-98 EDGES: 8D NAILS +06'1 O.C. DRN BY: DJL FIELD: 8D NAILS +012" O.G. CIIK'D BY: JDA JOB #: 980622 R40RT FLOOR DWG #: c2.6 3/16" . V7 2m6 g,rri .,„.».. . �-n �:��,�, -- .. ::.•.�...-...._.,,. .. ,sir-:,,,t.+,. NOTICE: IF THE PRINT OR TYPE ON ANY r� �^� III � IIIIII IIIIII � II � III1 1 � IIr� 1 1IIIr �r _LI1-i1I � 1_(� �r(_� 1�1- -1I1 ,.1I1L111 � 1 � 1III1 1.11..1. 111.� 1 � 111.�1 - II11 i II1 � I ( 1 1� I 1 �� lli Til 111 I-I1 111 , 11 Iji-�Trf 11 ► Irl ISI. 1 � 1 ' I � I 11111111111 IMAGE IS NOT �',.� CLEAR AS THIS1 23L-- jI 1121 NOTICE, ----___-- --- _ _ _ 5 L-------- ----- _g 1 ____— I l � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT — -� -- ��-- — ��- � -� �- - -� -� .....• - I E 6Z SZ LZ 8Z 5Z -� Z �EZ— Z tZ OZ 6t 8t ---Ljt 9t �1t 'fit Et Zt tt t 6 S 9 L 9 E Z t ��yi3w �� ►�� i�� 111 ilc� l�� cii�l.�sii �i1c ��. �cii i��1�ci�► i�ci icii cccc icic cccc ccicicccc cccc .cccc icic cccc cccc cccc clic IIIc clic circ <ccc _i cc,c� �c� cc<< c�cc �� .� u � 1 � l� i�cil�1� 4 ti tD ED c 00 M O tD N M u o '- �` N N 00 4.; h 0 cD U) n i-•. ao O O u a " 0 L U N O� 91 3 c . x O 0 rn 0 U Lf) mv ai v N ' d X .161 rn ti to 11135 16 RISERS r03 ►► 15 RUNNERS = I1'► 'ON oe 2x4 24 W/ R-13 INSULATION iv t GYP. 50. EA. 510E 12-31 -98 DN 1�1z 0 HANDRAIL, 50TH SIDES Q OPEN TO R5T LEVEL — — — — OF STAIRS. LOCATE 3 -01 Q_ A50VE TREAD AND 1 1/2 �► •. 4 • � O FROM WALL.0.0101, " " • ' " aoo • e� . . • g � i•Ob dt ► • b i • • � W m • O b Z � :. uss • I�-vj c cn t • # z CD 2nd FLOOR � . • . � �' � w b ! w 0 OFFICE STORAGEV) x ' 480 S.F. z 5 W m -- > c 2nd FLOOR PLAN w B � 3/16" 1'-0" � 67) DATE: 8-28-98 DRN BY: DJL CHO BY: JDA JOB #: 980622 DWG #: c2.7 2 .7 __ _-.�____.._...»...-........i.........-+wrr.+.w....�..wa ._mow...._.-w-:.....__.._:_:...r...�_:..:. r. NOTICE: IF THE PRINT OR TYPE ON ANY rl � (► 1 � ► I � I1I-� ► IIIIIr 111 ( IIT t ( � 11111 1Jill IT 111 . 11f . ff_1 lf1 ( I1 IT 111 1 � I f � I IIf 11 If "II I1 �I f f I I I I I I I ! 1- T1 11 1 I .r. -.1 T 11 -1-1 ( I I1 I lI I 1 f I 1 (�T rIrIIIITIIIII ! ► II IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 I I ( ( I , I C I I I I I L I I ---__ 3 4 5 � � � 9 I 10 11 1 IT IS DUE TO THE QUALITY OF THE No,36 . •.,,,tea..,. ORIGINAL DOCUMENT - -� �- _ --- - -- - -- .-... E 6Z SZ LZ 9Z 5Z � Z EZ ZZ TZ OZ 6T SI F,Wll, 9I �11 :1111 1111 illi liil 1111 Illi 1111 I L g s E i ,�ai3w 1 1 1 1 1 1 1 l 1 1 1 11U1.1llL1 l 111 lll_ �I 1.1 LlI I LI I l 1.1.1.1 l ll I I l l f�� I U CO tD � O � N M �> N N "t] cq cD W O 0 � M M d O U v O %-00 u c X 0 O V) O U m v ai ' O v c i G1 NF I 3,40 i II 53 i Go 17 I I N��o R II I 112'-0"x2'-0"x14" DEEP FOOTING � -i I EXPIRES: 12-31 -98 I I W/ C4.,4 BARS EACH WAY TYfm. I I ' I I I ll ! 2' 1 1 r—� I II I 1 ! ---------- I � -------- I ! •• • • I I SUITE i , 390 a • I _ ------------------ I I • • . I I I 0 � I I (SUITE 330 O.I-L) ! i 1 I 4 •• . .'�' • ? • ' . " 2 coot LU w I I 1 I I I ' .i • J � z I I I • • e •• Q I d • • � a • o Z I 1 I I I I a • " . � 0 z w I I • •II r , � W I LCI) II I _� ' z m 2' ' - -- � w ! I s 1 1/211 1 1/2" w CD REFER TO WEB STEEL, DRAWINGS FOR SLAB/FOOTING INFORMATION i DATE: 8-28--98 DRN BY: DJL FOOTINGCHK'D BY: JDA _ _ JOB : 980622 —. 3/16" - I'-ra" DWG #: c2.8 2.8 r A .. .. ,�v......_..._ .........a �-...... .,...... ..—m ......,...nwnv».ws..... ....w..,wM� ....«....e..... ,........ ...........n... ..+..... .ex.. — ♦w•Ca.�. NOTICE: IF THE PRINTrJkTYPE ONANY _rl"��fII � � III1 (-1 � I � I � 1 � � I � I � I � � I � �It�lt f-�t � I- IMT-1.TVrTf.l_ FFI]1h -1-III1It 111 111 1111111 -IItIIII II ► 1tII IiIItII III II1 tII 1If� 11f I � I I � i 111 111�T�f fII r��I I �_T�I-III III ► ( I IIIIIIiI � J IMAGE IS NOT AS CLEAR. AS THIS NOTICE, J 1 IT IS DUE TO THE QUALITY OF THE ld— —� No.36 ORIGINAL DOCUMENTLail. E 6Z $ Z LZ 9Z 5Z � Z EZ ZZ IZ OZ ll 6i 8I LT 9T 5' I � I EI ZI Ii I 6 8 4 E Z I ►�ai3w ` IIII IIII IIIIIIIi�llllIlllllillllllllllllll l (llLIIILII1111I,Illlllilll11111111illlllllllllllll IIII IIII IIII IIII 1111 ��II :1111IIII IIIIIIIiIIIIIIIIIIIIIIIIIi�lllll ll lJllllllllllliLlllLlill.l. 1UIIIII��I rl O w INSTALL CLU-LM BM. DURING CONSTRUCTION u of 1 FOR FUTURE 2ND. FLOOR PROVIDE A MIN. OF �> N N CO 12" OF BEARING • EACH END V) i rn o �. 0 0 ao to 00 K i rn o U N 0+ 0 3 C 0 O O I i U m c } ' � � p c o rn c F- PRN G NF //� e I ii 1113 f 4 ' ' X � � i � � REC;C)h` I I JOB Ln --TI MIR STRAND RIM BOARD - TYP. FTEPIRE 12-31 -93 ----------------- ----------11 Hil l EXTEND WALL ' BEYOND FLOOR I I I I LL. LIMBER STRAND ARD - TYP. I --�- I I I e• • I II I • i _ H I � • •s � � LLJ cf- 1I I c> • tl • ro � � r� --1- TIMBER STRAND • • I i �- RIM BOARD- TYP. ; i ._ TIMBER STRAN cn W — U--) RIM BOARD- TYP. a cr Ccw F- V I W O Of CL DATE: 8-28-98 DRN BY: DJC CHK'D BY: JDA 2ND FLOORC FRAMING PLAN JOB #: 980622 DWG #. C2.9 3/16" = 1•_O„ ---_------------------ 2.9 2.9 NOTICE: IF THE PRINT OR TYPE ON ANY T I 1111 11 ► III 1 1 1 ► I I III I I l I I I l III l I I l I l I l 1 1 1 1 (1 I [- .f.l .:.1II -1 1 TI.1- I f y1' f 1.�.1ffi- _f l- I II of .p TI.r11 111 1 I 1 f 1 1 1Il111111 iII �I 1 -�-11 1fI lIl I I � '� ]-ITT] I I I 1 III T-' h l I 1 IMAGE IS I 7 E NOT AS CLEAR AS THIS NOTICE, _ _ 1 2 _ 3 _ _4 6 _ 7 _ 8 9 - _ 10 IT IS DUE TO THE QUALITY OF THE _ _ v T No-36 ORIGINAL DOCUMENT E 6 Z g Z L Z 9 Z 5 Z '6 Z E Z Z T Z U Z 6 I !8 T L T -9 I 9 I �' T E T Z i i i 1 6 � ' L 9 4 IIII ��►� ��► �� (��► �� ) ��1111 �� 11111111 ILII lifl �� jjjj. 111 111 IIII �� 11 Illi 1111111 �� 11ILII .�� 11 Illi �� IIII�IIII IIII IIII IIII 1111 ll IIII .1111111111111 lll� 1111 lllllllll 11.11111 II c co ED m K) O (0 N t) i IN N GO u +% ^ cn c0 I V) D1 I r n BUILDINCz ADDRESS o a) to O O _ +• Cr- c u U M O U N C7 t3USINE88 '�- � 3 n TE NUMi R EXTERIOR LIGHT - o vi o SIGNAGE. AT EA. MANDOOR v In m L. c -TYPICAL '13 o rn a01 EL t° 3040 WINDOW � PHpF�C EAST ELEVA110N �- 1 N , I0 xI0 OVER HEAD DOORS G �' 1113 i WINDOWS 6'x3' G N11r j /r /rr rr -TYPICAL 17, 19a©�� SFS R. N� 17711 1 CA WEST ELEVATION C� r m • •. 4 • • w • e CO-ORD / LOCATE KNOX 50X LOCATIONS PER FIRE MARSHAL INSTRUCTION 0 i + WINDOWS ADJACENT TO MANDOORS SHALL HAVE SAFETY CLASS W i • 'I 4 = C i •. . i i WV :v a • i � � r_ 9i • .. "�L S EXTERIOR LIGHT - SOUTH • i a • • • o LABELED END ONLY. 4 •• cp 91• i � ' D C.? z w I .1c NORTH SOUTH ELEVATIONS w 0 DATE: 8-28-98 DRN BY: DJL CHK'D BY: JDA JOB #: 980622 BUILDINGELEVATIONSG DWG #. C3.1 ,� i.:t: 1i A'�i:,yM,"^.'y.:s.�......r..�r..�. t•YH*Nr.w ;:e. �«1\•nan.. rR,:l,1' , .,,.fir.;. _ .. -. � TI1rfIIIIIl111111111111 ( TTIIfTT1I1TfII' fl1I11111 NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 � i ( 1 1 1 1 1 ( 1 (T � 1 � � � � � ( -I 1 f I I I I f ( I I I I IMAGEI I I i S NOT AS CLEAR AS THIS NOTICE, _ 3 _ 4 _ 5 -- _6 11 12 IT IS DUE TO THE QUALITY OF THE - No.38 nRIGINAL DOCUMENT E 6 Z _ _ T 71 1 1 i II81111 .111131111111111116 11i111116T111ST1111LTi1119T1111gT1111fiT1111E1111Z1111TT 1111111111111111Il111111111 1111 1111 11 ,11 1111 1111 1111 1111 1111.11 1111 1111 illl hili Llll ll LLl 1111C1�II U lG ID C 00 � O U) N M to I i ' 2X6 HORIZONTAL - N o N PER WE8 STEEL. NON-BEARING WALL cn in r-, n CAE30VE 2ND FLOORS ^ ^ 2X4 AT 16" O.C. C o o- o 0 NON-k3EARING WALL 3/4" PLYUJOOD-TYP. W/ R-13 INSULATION , " 00 Ln Ln 2X4 AT 16" O.G. - -TYPICAL N v, v Wt R-13 INSULATION �4 0 -TYPICAL _' RIM JOIST PER x o` cel MANUFACTURER RIM JOIST PER v � m° -o MANUFACTURER c NCS o 0 v 11 1/8 TJ I AT 12" O.C. ° °' °- °- `` -- - SEARING WALL NON-BEARING WALL - E3EARING WALL �� 1 ry 2X6 AT 12 O.G. 2X6 AT 12" O.C. t � , �/ 2X6 AT 12" D.C. ----- W/ R-13 INSULATION `�101 W/ R-13 INSULATION� TYPICAL W/ R-13 INSULATION 111 - -TYPICAL -TYPICAL NON-15EARING WALL j SEARING WALL 2X6 AT 16" O.G. W! EGON 2X6 AT 12" O.C. R-I NSULATION. W/ R-13 INSULATION -TYPICAL '� A 5 A 5 60 �S R. 5.1 5.1 52 5.1 51 AT HOLDOWNS AT HOLDOWN15 LEXPIRES- 12-31 .98 Ami Li l � A SECTION a i 1/4" = 1' OL .14r. r. . 2X6 HORIZONTAL I A NON-BEARING WALL z041 9 * * oo ' r PER WE5 STEEL. * • " 1 CASOYE 2ND FLOORS 2X4 AT 16" O.C. r • ' ` • W/ R-13 INSULATION 04 *° ' 3/4" PLYOOD-TYP. -TYPICAL WwCD W LLj � Y GLU-LAM 5EAM r J --- `� r` cr_1 , 11 1/8 TJ I AT 12" O.G. �3EAIRING WALL D r 7.) 2 X6 AT 12" O.C. _ W/ R-13 INSULATION W (� -TYPICAL > a A 5 d' 3 0 AT HOLDOWNS o - -------��,,- ---- - V__ DATE: 8- 28-98 DRN BY: DJL s SECTION CHK'D BY: JDA _ JOB #. 980622 1/4" : I�-m" DWG #: C4.1 --- _ 1 .�,r, .,o...ryYg z[;.,: .. :..:..:.e.�:.'y�!•.,rrYa$S2_'P�:-...�•".';r -: .., ,.y:s v ,: w.w».s.�+. �__....r-. W'�"3� r.. ,. 4w."+:.w+a q, \,401 NOTICE: IF THE PRINT OR TYPE ON ANY 1-> 1-I-fIIf I ( f iII III III II11lIIf fII III iII � II ( III III 111 I � I 1111111 II ! 1II III III III IIC III I � I III fII III III 1 , ! 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Pp�� 2X6 AT 12" O.C. _ TAIRS: Ilk, W/ R-13 INSULATION 16 RISER,ES = 6 3/4 11 .� -TYPICAL iS RUNNERS = 11" 2x12 STAIR STRINGERS. 0 FGo, vr9 `ZDV 17, rAy-5 A C S R. N\G� 5.1 5.2 5� 5.1 53 AT HOLDOWNS - I SECTION C Q 4• 11 OL ,411 1 AAAAA A A A A I A A A i i rr a �eA�-4� AA • i O A i • ;u A 7F 6 » AAi • �� X4 AT 16" O.G. v � W/ R-13 INSULATION •+ "A i .u"' N - TYPICAL A r AAAA i ' , 3/4" PLYWOOD-TYP. 5/8" GYP. 5D. A a n STRUCTURE SY WEB STEEL � o GLULAI"i 5EA1"i 4 . A . •�••� rAiNAk1 +1 ,�1 ■ ■ w flr� CA 024 0% oft om sm d% i • i ■ ,�yi in Qi 11 1/8 TJI AT 12" O.G. J OEM X�pw Q ------2 XF� g 16" O.C. m4w, W/R-13 INSULATION w 0 C Of 53 DATE: 8-28-98 DRN BY: DJC CHK'D BY: JDA JOB #: 980622 SECTION DWC : C4.2 1/411 V-oil 4.2-- 4. ...... ..... 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