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Plans BU P2007-00191/SIT2007-00013 HENCON 10575 SW CASCADE AVE 130 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 25, 2007 ' x r A h SP 4 Steve Cruft TJ?ARJ:k Evergreen Engineering 7434 NW Evergreen Pkwy. #220 Hillsboro,Or. 97124 RE: HEMCON INC. Project Information Building Permit: BUP2007-00191 Occupancy F-1 -Tenant Name: Hemcon Type of Construction: VB Address: 10575 SW Cascade Ave. Occupant Load: 16 Area: 5812 Sq. Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition;and the State of Oregon Fire Code (OFC) 2004 edition. The submitted plans are approved subject to the following conditions. 1) Please provide shop drawings for steel beams and girders,roof I-joist and tilt up reinforcement. Shop drawings shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. 2) Steel platform and stairs for deferred submittal shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. There will be a$200.00 minimum charge per submittal. 3) This project will be built and occupied in phases (see sheet AO.2 on plans).The permit and plans will cover the whole project without phases. All exit and exit access doors shall not be provided with a latch or lock unless it is panic hardware. Section 1007.3.10 OSSC All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1003.3.1.8 OSSC The main exit shall be provided with signage indicating"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" Section 1003.3.1.8 OSSC Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 1/2 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC FYI Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC Provide fire extinguishers as per The Oregon Fire Code, Chapter 906.1 American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer,Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure.The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Live Loads Posted:The live loads for which each floor has been designed shall be conspicuously posted by the owner in that part of each story in which they apply,using durable metal signs,and it shall be unlawful to remove or deface such notices.The occupant of the building shall be responsible for keeping the actual load below the allowable limits. 1607.3.5 OSSC Issuance of Permit:The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data.The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinances of this jurisdiction. 105.4 OSSC Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp, shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Approval Required:Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. 109.6 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification:Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. I Respectfully Adr j •an Nelson, Senior Plans Examiner ERAW RECEIVED CUSTOMER RESPONSIBILITIES APR - 3 FTIG RD BASIC BUILDING SIZE: 151-0" x 351-0" x 12'-O" x 11-6" ROOF PITCH: 4.412 I. IT IS THE RESPONSIBILITY OF THE ERECTOR TO PERFORM THE WORK IN A 5.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO VERI-. :,I I'J•'t I ROOF COVER:PSR PANEL COLOR GA.:26 SAFE MANNER AND TO OBEY ALL APPLICABLE SAFETY CODES. CRITERIA, INCLUDING DEFLECTIONS, AND NOTIFY WEB STEEL BUILDINGS WALL COVER:PBR PANEL COLOR GA.:26 OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO RELEASE TRIM COLORS: GABLE: WALL: 2.IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT ALL FOR FABRICATION. TRIM COLORS: CORNER: GUTTER: PROJECT PLANS, SPECIFICATIONS AND APPLIED DESIGN LOADS, FULLY SNOW LOAD: 25 PSF. CLOSURE: Cbaed MEET THE PROPOSED INTENT AS WELL AS COMPLY WITH ALL APPLICABLE 6.THE CUSTOMER IS RESPONSIBLE FOR TI-4E ACCURATE SETTING OF ANCHOR LIVE LOAD:25 COLL. LOAD: 3 ADDITIONAL LOAD: N/A REQUIREMENTS OF ANY GOVERNING AUTHORITIES, AND OBTAIN THE BOLTS AND ERECTION OF STEEL IN ACCORDANCE WITH "FOR CONSTRUCTION" SEISMIC ZONE: D IMPORTANCE: 1.00 WIND LOAD: =HO mph ; Exposure: B DESIGN CODE/ED:1BC 06 APPROPRIATE APPROVALS AND/OR PERMITS AS MAY BE REQUIRED FROM DRAWINGS ONLY. (SEE ANCHOR BOLT PLAN FOR ADDITIONAL FOUNDATION W CITY, COUNTY, STATE OR FEDERAL AGENCIES. AND ANCHOR BOLT NOTES.) CUSTOMER: EVERGREEN ENG. 3.NE BUILDING WILL BE SUPPLIED EXACTLY AS THE WEB STEEL DRAWINGS 1.UNLESS SPECIFICALLY STATED OTHERWISE WITHIN THE WEB STEEL ADDRESS: 10515 SW CASCADE AVE. INDICATE IT IS THE RESPONSIBILITY OF THE CUSTOMER TO ENSURE THAT BUILDINGS PURCHASE AGREEMENT, THE FOLLOWING SHALL THE BUILDING BEING SUPPLIED MEETS THE PROJECT REQUIREMENTS. GOVERN: TIGARD, OR 91223 4.IT IS THE RESPONSIBILITY OF THE CUSTOMER FOR OVERALL PROJECT a THIS BUILDING DRAWING PACKAGE AND ANY ACCOMPANYING PHONE: 503-439-8111 FAX: 503-439-8161 COORDINATION, IN1bkFACE, COMPATIBILITY AND DESIGN CONCERNING ANY CALCULATIONS REPRESENT THE PROJECT AS IT WILL BE PROJECT: EVERGREEN SHED ADD. MATERIALS NOT SUPPLIED BY WEB STEEL BUILDINGS WITH THE SUPPLIED. THE BUILDING WILL BE SUPPLIED EXACTLY AS BUILDING TO BE SUPPLIED BY WEB STEEL BUILDINGS. THE THE DRAWINGS INDICATE LOCATION: TIGARD, OR 91223 SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS MUST BE FURNISHED BY THE CUSTOMER PRIOR TO RELEASE b.ANY FIELD MODIFICATION OR ALTERATION, OR THE ATTACHMENT FOR FABRICATION, OR THE DESIGN ASSUMPTIONS OF WEB STEEL OF ANY EQUIPMENT OR COMPONENT TO THE WEB STEEL BUILDING GENERAL NOTES: BUILDINGS WILL GOVERN. SYSTEM, OR THE OMITTED INSTALLATION OF ANY PARTS OR PIECES, WITHOUT THE EXPRESS WRITTEN APPROVAL OF WEB S I EEL I. MAtFRIAI g ,45TM DF k NAtION, BUILDINGS SHALL VOID ANY AND ALL WARRANTIES. HOT ROLLED BAR A529 Fy = 50 ksi MIN. STRUCTURAL STEEL SHEET 4510 F9 = 50 ksi MIN. STRUCTURAL STEEL PLATE 4512 Fy = 50 ksi MIN. CUSTOMER APPROVAL= REVISE AND RESUBMIT COLD FORMED SHAPES A51O Fy = 55 ksi MIN. COLD FORMED SHAPES (GALV.) A653 Fy = 55 ksi MIN. V ,,APPROVED FOR FABRICATION A5 NOTED ROOF 4 WALL SHEETING A192 Fy = 80 ksi MIN. 26 Ga. ALL INFORMATION CONTAINED HEREIN HAS BEEN REVIEWED N i ROOF 4 WALL SHEETING A192 Fy = 40 ksi MIN. 24 Ga. AND FOUND TO BE CORRECT AND CONSISTENT WITH BOLTS 4301 4 A325 MY INTENT AND PURPOSE. I REQUEST THAT WEB STEEL APPROVED FOR FABR I CAT ION WEB STEEL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE BUILDINGS PROCEED WITH FABRICATION. I UNDERSTAND ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. AND ACCEPT ALL CUSTOMER RESPONSIBILITIES. SIGN DATE: 2.A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE 4325 UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE MIT" DRAWING RECORD I IMPORTANT NOTE METHOD IN ACCORDANCE WITH THE LATEST EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 4325 OR 4490 BOLTS." A325 BOLTS DESCRIPTION PAGE NO. A IN NO CIRCUMSTANCES SHALL THE ENGINEERS OF WEB SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN ANCHOR BOLT PLAN SHEET- I, 2, 3 STEEL BUILDINGS OR ITS CONTRACT ENGINEER(S) BE OF THE NUT" METHOD. ALL BOLTED CONNECTIONS FOR SHEAR / BEARING CROSS SECTION SHEET- 4 DEEMED AS THE ENGINEER OF RECORD FOR THIS CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR ROOF FRAMING PLAN SHEET- 5 A PROJECT UNLESS OTHERWISE NOTED. PLANE SHALL BE SNUG TIGHT ONLY. 4 SIDE-WALL FI FVATIONSISHEET- 6, 1 A FOUNDATION DESIGN AND Ep PRi�r,, 3.ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRIMER THIS ENDWALL ELEVATIONS SHEET- 8, 9 DRAWINGS ARE: �t'Qr ''S PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. INSULATION DETAILS ® 2/ 8/01 FOR APPROVAL INCLUDED �� F L SHEET- 10 Y EXCLUDED: X If 4.PRE-FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE ROOF FRAMING DETs. SHEET- II E DATE REVISION ROOF 54-Eh 15, AT THE ENDWALLS BETWEEN THE RAKE TRIM AND THE END- E.W. FRAMING DETs. SHEET- 12 WALL SHEETS AND AT THE SIDEW4LLS BETWEEN THE EAVE TRIM AND THE OPENING DETAILS SHEET- 13 I►/q I.EGON S'IDEWALL SHEETS. TM ` / 5s `L(� PORTAL DETAILS SHEET- 14, 15 qN NEt�OP�' '\LL BRACING SHOWN AND PROVIDED BY WEB STEEL BUILDINGS WALL SHEETING SHEET- 51 \ B U I L D I N B 5 'R THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR ROOF SHEETING SHEET- 52 EXPIRES: 12/31/ ate,PERMANENT PART OF THE STRUCTURE IF ADDITIONAL BRACING IS 37396 RUBEN LANE `D FOR STABILITY DURING ERECTION, IT SHALL BE THE ERECTOR'S GUTTER DETAILS SHEET- 63 SANDY, OR. 97055 JOB NO. 'BILITY TO DETERMINE THE AMOUNT OF SUCH BRACING, AND TO 'ND INSTALL.AS NEEDED. OFFICE: (503)-668-3267 FAX: (503)-668-9441 2901-OO1 E 35'-0" OUT-TO-OUT OF STEEL O Low Eave 1 CD 11-6 11 Drill 11P-6" ■ P-0".. 16'-6" __ 16'-6" , .,11-011 t Field (DI 10 0 0�; o o C C C G F F D 4 C ii Ili U. Ili 0 D N 11- .- O N 0 ' 0 O � Z 6 O O O 0 A--E E--5-- V --w.9j° A ? ;�;J ®' $ 0 1'-01 16'-6" 16'-6" 1.-011 Q,EO PROF 11'-6" 111_6" ct -6 • . : ' I/ 0 0 (-) High Eave Oa i 14 et,ANCHOR BOLT PLAN es . 15,e NOTE: All ease Plates 'a7 100 1-O (U.N.) '44/ NED N° IraWEB Customer= EYE ' li s STEELIM Job Name:EVERGREEN REEN 5NED ADD. B u l L D I N G S Location: TIGARD, OR 91223 Descri tiorr 15'-O" x 35'-O" x 12'-O" _ 37396 RUBEN LANE Date: 2/ S/01 SANDY,OR.97055 Drawn eV RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 1 Dia= 3/4" OPP. 1-1AND BIM. Dia= 3/4" r 1 - See Plan - -r— 5W t O l 0 13/4" 1 3/4" „ 1 4" 8 010 I4„ - —-r — — �— 1 4" o 010 1 3/4" 1 3/4" 8" 0 1 0 4" I L .1 5l11 ....._ ...L. _ ,,-o„ DETAIL A DETAIL D �' Dia= 3/4" Dia= 3/4" OPP. NAND SIM. I 6.. ADJACENT COLUMN. REFER TO DETAIL: A4 -r 8 1/8" 5" olo 1 i 1 • 4" T — O 010 I ! O p OIO 4 �9 3 1/2" 1 I I _ I p p i o I 0 .4. 8,. _ ,I 1 3/4" 1 3/4" 11 1/4" - 5w SW ,4" 1" a 5ee Plan • DETAIL 6 DETAIL E Dia= 3/4" OPP. NAND BIM. Dia= 3/4" OPP. NAND BIM. CI _4" 1" SW 5UJ 1 3/4" 1 3/4" 8„ — 11 1/4" — --r-— I I O 0 1 010 T 4" 3 1/2" 1 I I pIp 0 0 010 l ,, alb. O I 4" I �,\�� i .ss/o I [ 1 /8" 5..� ,,. /19 E Qr I. .1 ADJACENT COLUMN. REFER !CI °EGON 6,. TO DETAIL= C D Oc)ry ile DETAIL C DETAIL F N NEON EXPIRES: 12/31/ at ZWEBCustomer: EVERGREEN ENG. STEEL TM Job Name=EVERGREEN 51-lED ADD. e v l D I N G S Location: TIGARD, OR 91223 Description:15'-0" x 35'-O" x 12'-O" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn 139=R1,U OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No Sheet No 2901-001 2 NOTES FOR REACTIONS OLUMN LINE I. All loading conditions are examined and only maximum/minimum H or V and the corresponding 1-I or V are reported. 2. Positive reactions are as shown in the sketch. Foundation Toads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) = 15.0 Length (ft) = 35.0 Eave Height (ft) = 12.0/11.5 Roof Slope (rise/12 ) = 4.4 Dead Load (psf ) = 2.5 Collateral Load (psf ) = 3.0 Live Load (psf ) = 25.0 Snow Load (psf ) = 25.0 Wind 5peed (mph ) = 110.0 Wind Code = IBC 06 Exposure = B Closed/Open = C N.-- .. Importance - Wind = 1.00 tV V Importance - Seismic = 1.00 Seismic Zone = D FRAME LINE seismic Coef f (Fa•ss) = 1.11 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, 4 BASE PLATES 5. Loading conditions are: _-- ----- -_-___ ---- __-- _ __---------I DL+GL+LL -Column Reactions (k )- 2 DL+CL+0.15SL+0.15WR2 Frm Col Load Hmax V Load Hmin Y Anc. Bolt Base Plate (in) Grout 3 E L+CL+ . 51 Line Line Id -- H" Vmax Id �14 Vmin "No D(in) Wid Len Thk (in) 4 0.600L+UJR1 5 0.60DL+1.1112 1 • B 4 4.1 3.3 5 -3.1 -2.9 4 0.150 6.000 11.99 0.500 0.0 6 0.60DL+WR2 2 3.2 11.5 3 -2.2 -4.1 I • A 6 4.2 -6.1 3 -23 -0.5 4 0.150 6.000 1036 0.500 0.0 1 -1.0 11.5 4 3.3 -1.9 WIND SENT REACTIONS ± Reactions 1 • Frame lines: 1 2 3 ---Wall-- Col Wind(k ) Seismic(k ) Anc-Bolt Base-Plate(irJ E3RAC i NG REACTIONS Loc Line Line Harz Vert Harz Vert No Dia Width Length Thick --- ---- --- ---- ---- ---- F-SW A 1 0.51 1.21 0.53 1.12 4 0.150 N 6.00 "" 8.13 0.50 ± Reactions (k ) Wdll-- F-SW A 2 0.51 1.21 0.53 1.12 4 0.150 6.00 8.13 0.50 -"- Col --Wind--- -SeTsmic- B-SW B 2 0.56 0.18 0.19 1.08 4 0.150 6.00 1.88 0,50 Loc Line Line Harz Vert Horz Vert B-SW B 1 0.56 0.18 0.19 1.08 4 0.150 6.00 1.88 0.50 --1j'. -'' L-EW 1 Rigid Frame At Endwall Y I v F-SW A Wind Bent in Wall R-EW 3 Rigid Frame At Enckuali B-SW B Wind Bent In Wall GENERAL NOTES 1. Foundation design and builds construction ���e'" . V '. are not the responsibility of wEB STEEL �� 4 G ;/ c` BUILD Gs. ANCHOR E3OLT SUMMARY - E 1{ 2. The building reaction data reports the loads which this building places on the """"" ""-" """"" foundation. Total Send �� _, I I ^ Qnt Loc Dia Len Len Pro.' ,r ' GON c1 3. Anchor bolts shall be accurately set to _ 2 2 Q M___ ____ (in) -(in) (in) -(in) y.9� rt 5 ZpQ 4, a tollerance of +/- I/8" in both elevation �. w w i q� �C� and location. Anchor bolts are to be Q� --1-1 U 0 24 RF 3/4" 24.00 3.00 3.00 N E DP type A36 and require flat washers. a- 11 _1 p O O i6 WF 3/4" 24.00 3.00 3.00 4. Column base plates are designed not to p tu tx EXPIRES: 12/31/UrrS exceed a bearing pressure of 815 pounds +-`, per square inch. Job Name=EVERGREEN Si-1ED ADD. 5. Anchor bolts, and embedded items are BEND LEN. �W E B STEEL,. Location: TIGARD, OR 91223 not provided by WEB STFFI BUILDINGS. r \ B U I L D I N G S 1 Description=15'-O" x 35'-O" x 12'-O" 6. Column reactions are in thousands of ANCHOR BOLT DETAIL 37396 RUBEN LANE Date: 2/ 8/01 pounds, and should be considered SANDY,OR.97055 Drawn 89:RUJ switchable when loads are applied from NOTE: ANCHOR BOLTS SHALL BE OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: the opposite side. SUPPLIED BY THE CONCRETE CONTRACTOR 2901-001 3 SPLICE PLATES 4 BOLTS MEMBER SIZE TABLE Splice Quan -----Bolt Plate Size PIECE MEMBER LENGTH WEIGHT Mac Top/Bot/Int Type Dia Len Wid Thick Length RF1-1 W12x16 11'-4 5/16" 226 SP- I 4 4 0 A325 3/4" 2" 6" 1/2" P-8 9/16" RF1-2 W12x19 12'-1 1/8" 305 SP- 2 4 4 0 A325 3/4" 2" 6" 1/2" 1'-8 9/16" RF1-3 1010x22 16-4 1/16" _ 394 BASE PLATES 0 31$" Col Plate Size Id Wid Thick Length BP- 1 6" 1/2" 1'-0" BP- 2 6" 1/2" 10 3/8" .fo \IT 6 Z� '1 1 S 7FLANGE BRACES:Both Sides(U.N.) � �19G(�) �7 FBxxc(1):xx=length(in) ' ✓/ c-L2x2x1/8 vi,/14 3/8" 1\6„ /2,Z 3 �/— c4 O, 9G(9 N 2 r -.----T ■ r cn rTi- F- -. \ cIl + fil>r....1 -‹ u 10 i � u i - + 5 � 1)Q) L2 17 (g 08) ti "Ii) in p., / BP-1t. ,BP-2 t G 4. I:! t.ji9 ,1 j� ice 'ere... s 8" L 4_i'-o" 1l'-91/8" 101/8d. 8't - t t Clearance / 1 + EGON (y 15'-0" OUT-TO-OUT OF STEEL 4)-��� 5 2��� NED�\ a FRAME GROSS SECTION o 1, 0e i___ FOR FRAME LINE 1 2 3 ZW E B STE Customer: EVE140041g 1 Job Name:EYERCxi EN 5+-1ED ADD. . B U I L D I N G S , Location: TIGARD, OR 91223 Descrl tion:l5'-O" x 35'-O" x 12'-0" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 4 MEMBER TABLE ROOF PLAN MARK PART P-1 1Ox33Z14 P-2 1Ox33Z 14 E-1 1Ox33Z14 E-2 1Ox33Z 14 Q O3 35'-0" OUT-TO-OUT OF STEEL CB-1 FWC2SO O I1'-6" 17-6" " 1' O" 1._O.. (DI i._._ E-2 E-1 P-1(Tup) P-2(Typ) tV N RFI-2 RF1-2 RF1-2 �CM _J PURLIN 1'-i 3/4" ROOF LAP I 1 N I-, 3/4 SHEETING �� PRe PANELS: 26 Ga. PBR-PANEL *!''� � 1 ;Q �0 COLOR: � !!t' ROOF FRAMING PLAN . 7p,' �.� LION r� NED'$ I EXPIRES: 12/31/a 1, :WEBCustomer: EVERGREEN ENG. STE E L TM Job Name:EVERGREEN SHED ADD. B u I L D I N G s Location: TIGARD, OR 91223 Description:15 O x 35 1 O x 12'-0" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: sheet No: 2901-001 5 BOLT TABLE LINE A 0 35'-0" 0 LOCATION QUAN TYPE DIA LENGTI- OUT-TO-OUT OF STEEL WF-1 - WF-2 8 A325 3/4" 1 3/4 2 WF-1 - RF1-3 16 A325 5/8" 1 3/4" 17-6" 11'-6" .. MEMBER TABLE I'-O" 1'-0" LINE A MARK SIZE WF-1 W8x18 I - - WF-2 W8x18 WF-2 u_ u- 3 --- _J IH HI I RFI-� CLEAR RFI-3 RF1-3 FRONT S I DEWALL FRAMING: LINE A 1 2 3 VW-103 r —I Itt �,7• 9�,E � EGON II °o 4 I 2 r'' NED'1 I EXPIRES: 12/31/0/5 1 Customer: EVERGREEN ENG. ' WEB STEEL TM Job Name:EVERGREEN SHED ADD. B u l D I N G s Location: TIGARD, OR 91223 /� A Description:15 O x 35 S O x 12'-0" FRONT S I DEWALL TRIM: LINE A 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn Sy:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No Sheet No: 2901-001 6 BOLT TABLE LINE S O 35'-0" OUT-TO-OUT OF STEEL O LOCATION QUAN TYPE DIA LENGTI, WF-3 - WF-4 8 A325 3/4 1 3/4 OWF-3 - RF1-1 8 4325 5/8" 1 3/4" 2 17'-6" 1l'-6" _ - �,. 1'-0" 1'-O" MEMBER TABLE LINE VWLEA-5 MARK SIZE I WF-3 WSx1O £ �' - WF-4 WSx18 G-2 8x28Z16 n WF-4 1 G-3 Sx28Z 16 r , G-2 G-3 i I o I I - N I I O I I o G-2 I- -I----- G-3 I I 'I T in I I B a' V L L ± VWBA-24 I I H H I_I RF1-1 FEILD LOCATE RFI-1 RF1-1 MAN DOOR l'e 14'-4 1/4" CLEAR GIRT r-I 3/4" _ LAPS l'-I 3/4" }3ACK SIDEW4LL FRAMING: LINE B 3 S) 94 (Gutter with 2 Downspout Locations) VW- L I VW-18, t-6 I1/W-eR , . % PR. _ t ' S> JC-I, VW-I38 �' I ° O _ _ � ,PE �9r i i i i i i i i i i i i 7 % _ /N tV N CV iN N N ZNI N N N CV ' 11 ; 1JEGONq,‘�9�! 15,2� � �� NED`N� } IEXPlRES: 12/31/00 I I I VW-814 � Job Name=EVERGREEN SHED ADD..WEB STE E L TM Location: T 4 RD, OR 91223 S I DEW4LL SHEETING 4 TRIM: LINE Descri tion:151-0" x 35'-O" x 12'-O" 37396 RUBEN LANE Date: 2/ 8/O1 PANELS: 26 Ga. PBR-PANEL - COLOR: SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 1 BOLT TABLE LINE I LOCATION QUAN TYPE DIA LENGTI, Jamb 2 A301 1/2" 1 1/4" CO2 NNECTION NB-1 PLATES LINE 1 ❑ID. MARK/PART 8 I5'-O" OUT-TO-OUT OF STEEL ® 3 AGC-1 cp A 4 GJ-1 5 JR-1 -I MC-88 MEMBER TABLE FIELD CUT JAMB LINE 1 1 t I MARK SIZE FIELD DRILL HOLES DJ-1 8x28C16 ..- � �- � ' DS-1 8x28016 ,/14 3/8" G-1 8x28Z16 ® 12 ,,Z4 3/8" \ ,�0,' ® / i 12 0.- "\ i � __, ,-- (f ® — JC-1, VW-138 D14-1 I b 7 "■: r i,D5-1 7 >`n i > -1, VW-I38} r _ 1- 'tit c _ r cp r _ in rr 1 3 _ . G-1 _ �t �9 1 ® ® ® 7n Tn O = _ 'v_ I- m › 3 ``, c�: O in r © G_I ih ® I sco? � '� / .( �tiR s S �� , i [ /C'in FA � .'` E f f LL_L • 1 LJ _1 I t I—Field I 2'-1 1/4" 1 t:14,.�- GREGQNQ�VW-814 �� 75,2�0 LEFT ENDWALL SHEET I NCB 4 TRIM: LINE 1 NEW: 4\C) ENDWALL_ FRAMING: LINE 1 PANELS: 26 Ga. PBR-PANEL - COLOR: JX1RES: 12/31/ I Customer: EVERGREEN ENG. ..WEB STEELTU Job Name:EVERGREEN SHED ADD. B u I DIN G s Location: TIGARD, OR 91223 Description:15 O x 35 S O x 12'-0" 37396 RUBEN LANE Date: 2/ S/O1 SANDY,OR.97055 Drawn B9:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-OOi 8 BOLT TABLE LINE 3 LOCATION QUAN TYPE D IA LENGT1- Jamb 2 A301 1/2" 1 1/4" CONNECTION PLATES LINE 3 0 ID. MARK/PART G ® 2 1-4B-1 15'-O" OUT-TO-OUT OF STEEL 3 ACC-1 19 94 4 JG-1 5 JR-1 -I MC-88 MEMBER TABLE LINE 3 1 1 L:Z: FIELD CUT JAMB 4 — '_ MARK SIZE DJ-1 8x28C16 Z4 FIELD DRILL 1-SOLES \ �lU_$ DN-i Sx28C 16 DS-1 8x28C16 4 3/8" G-1 8x28216 PE ■ 12 r-, ` y� 4 3/8" N, �-, �.` ® �� �`R426 12 �∎ .. 4 ,-,- \ ,-- ® ® , , JC-1, VW-138 Q DH-i 1 $ — '� -r \ -, 3 Q p D?-1 qj 1 *I&I- 7 7 el 3 JC-I, VUV-138 } I- r 1- b , r - 3® G-1 t I N - _ N IY O 4 O in r I' } O O : G-1 ili H'i EI I Ct , o .. r t 1 L_ 1_J , L__I—I , p VLi _ — Leld Fi 2'-6" j I I OR GON 'le VW-814 •`144: 15.20°�4, FRIGHT ENDWALL FRAMING: LINE 3 RIGI-IT ENDWALL 5N TIN TRIM: �'� N�©'�`� �� C� 4 BRIM LINE 3 PANELS: 26 Ga. PBR-PANEL - COLOR: EXPIRES: 12/31/ o$ _ Customer: EVERGREEN ENG. ..WEB STEELTM Job Name:EVERGREEN SHED ADD. \ B U I L D I N G S Location: TIGARD, OR 91223 Description:15'-O" x 35'-O" x 12'-O" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By:RU J OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 9 WALL INSULATION TABLE FRAME LINE 1 3 B ROLL QUAN MARK WIDTH LENGTH 19' '6' A B I 6 WI-1 6-0" 13'-O" 2 1 WI-2 6-0" 14'-6" ,i 3 1 WI-3 6'-0" 15'-6" 4 1 WI-4 6'-O" 16'-6" / ■ 6 2 WI-6 6'-O" 18'-66" �4 3/8" .— —�,\ 4 3/8" --.— 12 ,- ■ ■ ROOF INSULATION TABLE FRAME LINE 1 3 B / QUAN MARK WIDTH LENGTH - 6 RI-1 6'-O" 18'-O" - 1 I I I I LEGEND: L 13'-O" (1) _ 1 L --J Length (Roll 4) ? z -n r- CO cA sU �t I ENDWALL INSULATION: FRAME LINE 1 ENDWALL INSULATION: FRAME LINE 3 3 2 1 c_cc,0 PRI ittok 6 k>4`. i I/9 j - 0. Gonvi�! d 9, y qi5,2C� N NED�` EXPIRES: 12/31/41 .. 7, �. ... .. .. O O O O O O Customer: EVERGREEN ENG. in in in in in in .WEB STEEL TM Job Name=EVERGREEN SHED ADD. Location: TIGARD, S I DEWALL INSULATION: FRAME LINE B ' B U I L D I N G S I Descri ption:5'O" x 351-0" x312' -O" 37396 RUBEN LANE Date= 2/ 8/O1 SANDY,OR.97055 Drawn 139-RU1 OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 10 CABLE BRACE w/ LAP LAP FIELD SPLICE CONNECTION a. (TRIM EXTRA CABLE AFTER 5 L 1'-0" (2)1/2"fix1 1/4" A30-f CABLE IS FULLY ATTACHED) L BOLTS (TYP.) U.N. i (2)1/2"fixl 1/4" 4301 BOLTS(Tl'P.I U.N. COLUMN OR .r• ° RAFTER WEB ,i VWRA-26 o O o o ©I ii 0 0 o I i T.F.C. BRACER ArAV `-1—' 0 ©+ _ SEE SHIPPER PURL I N `� -' FOR PC. MARK OR GIRT PURL IN WASHER OR GIRT -, 0, 1\_ENDWALL RAFTER NUT EYE BOLT r —� 1 RAFTER • ll I WEB SLOT END BAY PURL I N CONN. DETAIL LAPPED PURL I N/C I RT CONN. DETAIL DIAGONAL CABLE, EYEBOLT END SIMILAR AT EAVE SIMILAR AT EAVE sEE PLAN OR ELEVATION FOR MARK 4 DIAMETER it=1.15E 1/2k EYEBOLT 4 BRACER*1 FOR 1/4"CABLE (FwC25O) LAP (LOCATION VARIES) SEE PLAN / ELEVATIONS D. [.11_0" 21_4"" 2'-4" 21-4" 0. [.., PURL IN OR GIRT RT I PURL IN OR GIRT 010 0 ,_ qi© 0 ® 0 0 © °-r`_ 0 o ./p..._ 1 I -. 1.il 6 s ,ems._l 4)0 r\ o 0 %)._ a 1 kci (c\- , \ FLANGE FRAME BRACE `/ 1/2"d) x 1 1/4" 4301q,� ao� BOLTS W/ WASHER q ,^2., G,� o (TYP. 'a7 EA. END) Np�N� 1/2"(P x 1 1/4" A301 _ FLANGE BRACE c V BOLTS W/ WASHER �ltF S; 12P1/07? '�3i/ ENDWALL J' SEE CROSS SEC. (TYP. '7 EA. END) RAFTER FOR SGL. OR DBL. _ Customer: EVERGREEN ENG. WEB STEELTM Job Name:EVERGREEN SHED ADD. ENDBAY FLANGE BRACE DETAIL FLANGE BRACE DETAIL ♦ B U I L D I N G S 1 Location:ptio!5'.O" x035'O" x312'-O" 37396 RUBEN LANE Date: 2/ $/01 SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 11 SIDEWALL ,p.W. GIRL i GIRT RIGID FRAME DEPTH i /COLUMN (2)I/2' x I 1/4" I RIGID FRAME A301 BOLTS I (AGG-1) COLUMN i r -42-P- L3x3x1/4" I 0 ®� ENDWALL 0 i!'! I — 7GIRT •I O!I,;!!I I _.1. ENDW,4LL �� ® ®� GIRT II ®I 4 104 J — :—t-� I ©I T CLIP L- VWCA-33 w/(2) #1O-16x1" 3/4" (MC 88) PANCAKE HEAD SCREWS c� (4)1/2"4P x I 1/4" i I/4" 430-1 BOLTS AT EACH GIRT. ANGLE IS (6)1/2' x 1 1/4" SUPPLIED IN 10'-O" LEGTHS A301 BOLTS AND REQUIRES FIELD CUTTING. RIGID ENDWALL CORNER RIGID ENDWALL CORNER SIDEWALL 4 ENDWALL GIRTS AT SAME ELEV. w/o SIDEWALL GIRT AT SAME ELEV. OPPOSITE HAND SIMILAR OPPOSITE WAND SIMILAR 19' E. ' litho 0° 0' GUN tie giv NED'$'0 I EXPIRES: 12./31/08 1 _ Customer: EVERGREEN ENG. ZW E B STEEL,. Job Name:EVERGREEN SHED ADD. BUILDINGS Location: TIGARD, OR 91223 Description:15'-O" x 35'-O" x 12'-O" 37396 RUBEN LANE Date= 2/ 8/O1 SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 12 1 FIELD DRILL (HB-1) GIRT CLIP BASE ANCHORS --■ ,---" 07-DOOR JAMB (JG-1) 4" (NOT BY BWEBOLTSSTEEL) CLIP 1111PA I•1 I. GIRT -.:, ivill Ell JAMS x 1" FIN STEEL ' . AVilvil. tril/ 1 1 0 ;,, Ilk* (4)1/2"d> x 1 1/4" 4301 BOLTS LINEA. I i_ ___ _J 1111111.14111111111\ (2)1/2"4" X 1 1/4" A301 BOLTS DOOR 1 1 JAMB I 1/2" .1 i_PENING . - (JG-1) A 3/16" CLIP ,,,___-- (2)1/2"4) x 1" FINHEAD BOLTS JAM TO 134SE JAMS TO GIRT CONNECTION 0 FIELD LOCATED MANDOORS OR WINDOWS GIRT TO JAME3 DETAIL r Ica. 1 Il PURLIN- Nv 0 0 (1-15-1) I 0 CLIP I t., , I:s14.. a 0 7' '‘ A_ 0 1 0 11,....VRAFTER ‘‘Y‘" 44 Ct• „0, i f" A_T.'______!'_... win.4) x I I/4"71(41 I =4- 1 (FIELD DRILL) 1/2"CP X 1 1/4" Pr 11 4325 BOLTS I 0j- 0 I 7i 1 r---I 1' OREGON.s.o, 4301 BOLTS i 4. -TA, I 1/2"44) x 1" CLIP (JR-I) ---Zi 1 ,`-).. -v. 15,V-449 I I 44, „AG DOOR HEADER FINHEAD BOLTS I ,1/4i NED'e I I DOOR JAMB I --DOOR JAMB Y-■...› EXPIRES: 12/31/ Customer: EVERGREEN ENG. DOOR HEADER DETAIL ZWEB STEELT. Job Name:EVERGREEN SHED ADD. Location: TIGARD, OR 91223 SILL IS SIMILAR JAMS TO RAFTER CONNECTION \ BUILDINGS 1 Description:15-0" x 35'-O" x 12'-O" OPPOSITE HAND SIMILAR 37396 RUBEN LANE Date: 2/ 8/01 , SANDY,OR.97055 Drawn 139:RUJ OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 13 O 17-6" Is-0" i L ..._... - I- - , ...... _ ....._ .. . 1 1 I II 1 1- 1/4" x 2 I/2" STIFF. PLATE l "2) 0 B.S. (TYP.) PORTAL RAFTER I PLATE 3/8" x 6" I W/(8) 3/4"0 x I 3/4" A325 BOLTS (TYP.) F g r.?' U- I PORTAL FRAME CLIP (off 5'-O' oz.) 1 ATTACH W/(4) 5/8"42 x 1 3/4" "A" "A" u- A325 BOLTS (TYP.) i --q r 1 o — f' RIGID FRAME ' (PC-I) PORTAL CLIP COLUMN• 5'-0" O.CXTYP.) i YARIES I RIGID FRAME _ _ USE 1/4" 31-11M ft (SMP-1) COLUMN CL PORTAL COLUMN PORTAL GO UMN BETWEEN PORTAL CLIP (PC-1) f AND WEB OF COLUMN. I x I I L_ PORTAL FRAME COLUMN (4) 5/8"4› x 1 3/4" A325 BOLTS (TYP.) 1- I SECTION "A-A �,r � pi , / '\ ': s .tGj 1�� l� /� 5_.,, 8 i,�—/8'�,,.. 14'-3 3/4" 8 1/8; 5" kr �,- i '- ''-57 �, ib'-6" PORTAL FRAME DETA I L +4, Cr GON 9y (OPP. NAND SIMILAi� /� 15'eG4 '4- NED`-� I EXPIRES: 12/31/66 I _ Customer: EVERGREEN ENG. �W E B STEEL Job Name:EVERGREEN SHED ADD. B u l l D I N G S I Location: TIGARD, OR 91223 Description:1 5 O x 35 S O x 12'-0" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By=RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 14 - 1 1,'-6" O r I1 0" I \ ,..,;--- ---- i I i I 1/4" x 2 1/2" STIFF. PLATE \ F4) B.S. (TYP.) PORTAL RAFTER I PLATE 3/8" x 6" I W/(8) 3/4"4) x 1 3/4" A325 BOLTS (TYP.) I I Qr Q 1 4 ii Q O N PORTAL FRAME CLIP (6 5'-O' ac.) a- ATTACI-I W/(4) 5/8"4' x I 3/4" "A" "A" p A325 BOLTS (TYP.) I r Ir o RIGID FRAME aD (PC-1) PORTAL CLIP COLUMN b 51-0" O.C.(TYP.) 1 VARIES I RIGID FRAME - USE 1/4" SHIM FE (SMP-l) COLUMN (WF-3) (WF 3) BETWEEN PORTAL CLIP (PC-1) Ct PORTAL COLUMN PORTAL COLUMN AND WE OF COLUMN. .). B I 1 `_ PORTAL FRAME COLUMN (4) 5/8"4' x 1 3/4" A325 BOLTS (TYP.) 1 I SECTION "A—A" 1 f 5" r 1/8" 14'-4 1/4" l 1/8" 5" ,�t�P�"� i s �� ; —.. .�— .�5 I. - ci i a : a!9/E s �, PORTAL FRAME DETAIL s• GON (.1, (OPP. HAND SIMILAR) , '9/1 ,L 44 y • 15• 04-NED`S\ I EXPIRES: 12/31/45 I _ Customer: EVERGREEN ENG. ..WEB STEELTM Job Name:EVERGREEN SHED ADD. B u l L D I N G s Location: TIGARD, OR 91223 Description:15 O x 35S O x 12'-0" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By:RW OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 15 INSIDE CLOSURE w/ BASE ANCHOR MASTIC TAPE AT (NOT BY WEB STEEL) r #12 x I 1/2" STITCH SCREW 'a7 EA. EACH SIDE OF CLOSURE WALL i SDS SCREW PANEL SIDE LAP WALL PANEL CVWBA-24) PANEL #14 x i" C2'-O" O.C.) STITCH SCREW#12 x I 1/2" SHEETING ANGLE i (2'-0" O.G.) SDS SCREW r AT SAVE BASE (1)RUN 3/16" BUTYL TAPE FLOOR FINISHED r 'a) WALL PANEL SIDE LAPS 36" COVERAGE IL $ - .a je - 4 12" (TYR) . • e • • • . . . ••� _ l I'BASE TRIM .- , • ' • OF RIB 4 STEEL LINE AT GIRT . ;4 O.S. CORNER TRIM (TYP. UNLESS NOTED) WALL PANEL FASTENER LAYOUT STANDARD BASE DETAIL OUTSIDE CORNER TRIM (WALL FRAMING SCREWS) (JC-I) JAMB/HEAD COVER TRIM BEND LEG DOWN DOOR JAMB OF RIB 4 STEEL LINE AT OVERHEAD DOORS ONLY. DOOR JAMB i AS REQUIRED -- LFIELD (TYP. UNLESS NOTED) FIELD WORK END OF PANEL #12 x 1 1/2" SDS SCREW #12 x l 1/2" SDS SCREW AS REQUIRED FIELD GUT WALL C2'-O" O.G.) GUT WALL C2'-O" O.C.) r-\1/4 PANEL AS REQUIRED PANEL AS REQUIRED WALL PANEL I.S. CORNER TRIM #12 x i" STITCH SCREW JAMB TRIM r STITCH„SCREW (2'-0" O.C.) JAMB TRIM � r (2'-O" O.C.) JAMB TRIM DETAIL JAMB TRIM DETAIL INSIDE CORNER TRIM AT HI RIB AT LOW RIB _c_90 PRfles �� �� N �c,QsfO . Q : ' .:APE WALL PANEL DOOR HEADER %;' GQN #12� x H1 1/2" SDS SCREW f�'�! 5 2 ��tr #12 x 1 1/2" CO 6 O.G.) NED'�� SDS SCREW (21-0" O.C.) 1-- INSIDE CLOSURE w/ I EXPIRES: 12/31/0e1 I Ili MASTIC TAPE AT EACH SIDE OF CLOSURE Customer: EVERGREEN ENG. ..WEB STEELTM Job Name=EVERGREEN SHED ADD. (JG-1) JAM /NERD COVER TRIM Location: TIGARD, OR 91223 AT OVERHEAD DOORS ONLY. C-METAL \ B U I L D I N G S I Description:15'-O" x 35'-O" x 12'-0" . 37396 RUBEN LANE Date: 2/ 8/0 1 SANDY,OR.97055 Drawn HEAD/SILL TRIM DETA I L OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 51 #12 x 1 1/2" STITCH SCREW 0 EA. SDS SCREW PANEL SIDE LAP (2'-O" O.C.) #10-16x 1" #14xa" PANCAKE HEAD STITCH SCREW AT EAVE 4 PEAK (1)RUN 3/16" BUTYL TAPE #12 x 1 1/2" (2'-0" O.C.) 0 ROOF PANEL SIDE LAPS SDS SCREW 36" COVERAGE SCULPT. ROOF PANEL _ 12" (TYP.) GABLE TRIM IIIIWZ,1/4v. .._ _ _- #14 x • � AT PURLIN STITCH SCREW (2'-O" O.C.) ROOF PANEL FASTENER LAYOUT -- OUTSIDE CLOSURE w/ BUTYL TAPE 0 EACH SIDE OF CLOSURE PURLIN WALL PANEL GABLE TRIM DETAIL #14 x " STITCH SCREW 0 PANEL SIDE LAP (2'-O" O.C.) FIELD CUT WALL (TRIM BY OTHERS) #14 x (2'-O" O.G.)V Z s\ #14 x " STITCH SCREW ",,t- (2'-O" O.C.) `'♦ SCULPT. #12 x 1 1/2" SDS :10100 . GABLE TRIM ROOF (01-6" O.G.) �• � #10-16 x 1 1" ��Q``�o �►',� '- PANEL --- YW-103 PANCAKE HEAD (TYP.) i55 �4 A- INSIDE CLOSURE W/ --.--- TRANSITION TRIM �t BUTYL TAPE \ PURLIN `� • E r -' 0 EACH SIDE WRA-26 -- VI OR GON EAVE STRUT SHEETING ANGLE •. et, CANOPY PURLIN 4i* t5,244/ ROOF PANEL LAYOUT nrEO ` TILT-UP EXT. BUILDING !EXPIRES: 12/31/08 I _ Customer: EVERGREEN ENG. MW E B STEELIM Job Name:EVERGREEN SHED ADD. Location: TIGARD, OR 91223 WALL/54—lED ROOF TRANSITION DETAIL B U I L D I N G S Description:15-O x 35S-0 x 12'-0" 37396 RUBEN LANE Date: 2/ 8/01 SANDY,OR.97055 Drawn By:RW _ OFFICE:(503)-668-3267 FAX:(503)-668-9441 Job No: Sheet No: 2901-001 52 (3) #14 x 1/8" STITCH SCREWS Al EACH CLIP GUTTER CLIP '3" #12 x 1 1/2" SDS SCREW 3'-O" O.C. (01-6" O.C.) INSIDE CLOSURE w/ LAP W/ (10) RIVETS MASTIC TAPE 0 4 AND TUBE CAULK EACH SIDE --.‘ •-#40 SGCUUTTERT. .•.0.--or ROOF PANEL .y Ng 1111111k #10-16 x 1" w ,I, :--- PANCAKE HEAD FIELD CUT GUTTER 1 - ■Ior (1.-o" O.C.) SCULPT. AM I GUTTER , 1112 x 1 1/2" SDS SCREW r 1 44:4 *4011 (0.-6.. ac.) 1 I I INSIDE CLOSURE w/ ___J I EAVE PURLIN MASTIC TAPE 0 SAVE PURLIN I VWLEA- EACH SIDE • SHEETING ANGLE DOWNSPOUT GUTTER LAP DETAIL GUTTER DETAIL - SECTION VIEW = FIELD MITER GUTTER 4 * ROOF SLOPE RAKE TRIM AS REQ1D. RIVETS (2) 1114 x 1/8" (10 REQ'D) #14 x 1/8" STITCH SCREW STITCH SCREWS 4 TUBE CAULK (3) EACH CLIP (01-6" , ,, ,.•-•4 4,./.4,(4/4 ROOF PANEL 11.11111 GUTTER END CAP ____.-- L- GABLE TRIM GUTTER .v- SCULPT. cc ., s I ' ‘. GUTTER END DETAIL SCULPT. GUTTER / OR GON (1, Ilk//41. 1 5,sd sk, A14/ NED*PCI GUTTER 0 (310" CLIP 0- .C.) !EXPIRES: 12/31/ogt TOP OF MAJOR RIB 4:01VWRA-26 SHEETING ANGLE Customer: EVERGREEN ENG. 11111WEB STEEL TM Job Name:EVERGREEN SHED ADD. Location: TIGARD, OR 91223 \ BUILDINGS I Description:15'-0" x 35'-0" x 12'-0" GUTTER ATTACHMENT DETAIL 37396 RUBEN LANE Date: 2/ 8/01 WALL PANEL NOT SHOWN EAVE PURLIN SANDY,OR.97055 OFFICE:(503)-668-3267 FAX:(503)-668-9441 Drawn By:RW Job No: Sheet No: 2901-001 53 LULL Of MATERIALS QiY. REM STAMP SIZE/ MEMBER a, LT ,N. REMARKS I - '`4'-671" 12'-51" 19'-0" 15'-101" 7'-2 "-- ,- SB-21 1 SB-22 SB-23 NOTES:_ I ` C\ 3'-0" ' '-� e'p 1.) DESIGNED PER 2003 IBC K Trn. �' �' 125 PSF LIVE LOAD 0 o •- I 0 SEISMIC Ss=106%g S1=37% Soil Class "D"_10 I N N N I'4- 4 "� _ w I Use Grp 1 Design Cat D/ IF 111 /1- 1 11.1 CN a m m CO m ? ANCHORS a.. ANCHORS o 2.) 2500 PSI CONCRETE FOOTINGS ON 1500 PSF o 1 'T ALLOWABLE SOIL BEARING. GRADE 60 REBAR J ,. I I .r=1N I Z r ,1 I s 11,-_ _-9» _11»`- . 11"-- .__:g" _11"`- 3.) ANCHORS TO BE HILTI KB-II OR EQUAL 4" EMBEDMENT W I 'II 1'--0" 2 2 1,-0" 2 PER ICBO REPORT# 4627 w/SPECIAL INSPECTION U S: 24 SP-25 SB 26 SB-27 "'•, w W Jr�—�- 'C. -_-- _ s r` 4.) ALL STEEL TO BE A36 UNLESS NOTED w ' r , -nr A I � c\ \ ` ,�`I' WIDE FLANGE BEAMS & CONN PL's F = 50 ksi w �R '� " J COLUMNS F = 46 ksi y o N N N N N N N I N N Tcv ALL WELDS TO BE PER AWS w/ E7Oxx ELECTRODES `` I ALL BOLTS TO BE GRADE 5 UNLESS NOTED .. T w m m m m ° w/ WASHERS ON BEAM CONNECTIONS IIIIN 0 lo ,,, 0 I � C �' `� =74i 5.) DECK TO BE 3/4" T&G PLYWOOD OVER 11111 rif) o 1-1/2"x 22ga "B" DECK a - � SB 28 SB-29 SB-30 � SB 31 LAID PERPENDICULAR TO JOISTS. #12 TEKS 0 12"oc N. TO ALL BEAMS & JOISTS '---"' , 18''9 " 17'-911" 10'-84" 7'-24" i g / 54'-64" I . r.�...� /DECK 1ECK w __N._ I ■ BECK t j . " MEMBERS O O -� o L::i403TI" STRUCTURAL MEZZANINE J-25 JOIST C10x 3.25x 14ga Fy=55ksi "'.1":4) ,l-- c> o 0 5 o �' s_ SCALE 3/�a'-1'-O' � 3/1 6 3/16 0 ° EB-21,22,23,24 EDGE BEAM W12x 14 1/8r o o Z •- $y fr t zw SI SB-21,22,23 SIDE BEAM W14x 22 - R_ 1"x6"x6" CLIP '-' 31" Ft.3"x 5"x 14" t/? Pik /(2) 3"o GRADE 5 --5' /(6) 5/80 GRADE 5 Ft. "x6"x9"»CUP SB-24 SIDE BEAM W14x 26 BOLTS - 4" oc BOLTS /(3) 5/8 0 GRADE 5 111 o Si 3/4" T&G PLYWOOD OVER BOLTS - 3 oc Z t 22ga 1-1/2" "B" DECK SB-25,26,27 SIDE BEAM W14x 22 -- SB- _ SB- I ,, SB- J ♦ SB-28,29,30 SIDE BEAM W14x 22 4 TYP. BEAM- JOIST CONN. 5 TYP. 14" BEAM-COLUMN CONN. 6 TYP. BEAM--BEAM CONN Z �C-21,22,23 COLUMN HSS 5x 5x 1/4 S 1 j, o I I i I I Z " �m J U U U U U U ii su -c r° 0 to •I T- W o * /DECK -r/L-- 5/8" PL t a 4 OLUMN BASES T 1/4� CONCRETE INFILL L'1 . I �_ rn----i L----1 1----1 1-1 L----I L..1 1-1 I � 3/16 :� � •=,•- ' � ' •'.' •• - •. R' '.. - C 0 5"x 12" co . •....• ' NEW COLUMN FOOTING : .•. -�, '4 1 ..i. FRONT ELEVATION ' • V(.6x) 5/80 GRADE 5 BOLTS •i #5. 0 12"oc EA WAY• _ `, .--�— p.n 5" CLR,' .....t. :' •:• . ;1/- 4110 TYP. 12" BEAM-COLUMN CONN. •• I— 3'-0" SQUARE CAD C-21 ®• .. , L 4'-0" SQUARE 0 C-22 . _'•'�•`I 5'-0" SQUARE C-23 .1:I '''` . 8 TYP. BASE CONN. S1 41..t. tr s— - vi I. \ M GUARDRAIL @ .. g:,„ W ell M 42" ABOVE TREAD NOSING W °d A 0 \-- , ., �..� u) wi HANDRAIL @ 34-38" W z > z- - ABOVE TREAD NOSING t0 EXTEND 12" BEYOND TOP RISER v � EXTEND 23" BEYOND BTM RISER o n A gi 1 •— C8x 11.5 STRINGERS \ V`v E>C s o W t!1 O p �z 11"x 36" TREADS U 0 0 ti mu- lx lx 6.76" CLOSED RISERS \ \ q -, 1/2•r z _ W ° li _-4116.,1111111 E in < 1 U 9 § 4'—O" 18'-4" L,.Iw go 0 STAIR ELEVATION o ; I! SCALE: 1/4-..1.-0, N V Wj Q La U IL W 8g ?C W Li- W °% o REV. DATE o®cRwrxN DRAWN: APP: ,tir J "� � � ' EQUIPMENT ROUNDUP DISTRIBUTED BY: MURPHY INDUSTRIAL .raC � — C7 �� PLAN AND MANUFACTURING �. z °° a PORTLAND. OREGON "Q ° . "\ \* P1114%) Nhttp://www.equiprnent-rounclup.com IV M N a 1109 NE 146th • VANCOUVER,WA.99685 42046 N.CROOKED STICK RD•ANTHEM,AZ 85086 PHONE(360)576-1171 • Fax(360)5764201 PHONE(623)551.0605•Fax(623)55141370 C ir!. Cle ,,,-� S. BEATTIE 01/26/05 H ON L o�c ° -�.•{ mow" L. KOWALSKI 02/10/05 tv W— ` y—E 10575 SW CASCADE AVE.SUITE 130 04 2i1 J -, TIGARD,OREGON = U L�.. • APPROVED BY: o. co ° os! 00-N.9 STRUCTURAL MEZZANINE 0 1— U) gi ScAcc. 3/16"=1'-0" ' V 01 of .IOe N*.: DRArr IG o.: ��NAME: ci PL., 2C 05008-02.DWG M U 5 6 2 5 S 2 0 o N as ix a �, CAD FILE: 07006-58-2 -"----- 0 H H H N C 0 \ , ii 10.... V [... , MIWININSINININIIIIIIIIINEMI111111111111111■11111111W i co.) TO HILLSBORO / CASCADE BLVD . , / ' Garden // a Home z - - 77,_-. .--- 0 Progress Oa, , 1.1 . I �:iiiTx \I TO 6 I 16 ®S 14 ,,,�'� •I 1 ====, ...==„ . o PORTLAND � _ . � Metzger 210 rir- 4 12__ ''' --' I HEMCON - I LOCATION G c 1, r� 7" — - 'fie `- I /, 17 14 '. . h � 4). O h . . .... . • r 0 0 § - Tigard I / ,----- 1 _ e a . 1 ,, , .> ,. ,, /u , . Li / $ 046 i I , 99W o f--- - - - - - [1] ///� I 4 r , :. C 1 • i I N N �, di I , U m 1 i 1 r I I TO Z 'U , VICINITY MAP J SALEM �FIE �, � tik- 6-4) � � � � � C 12 EXISTING BLDG. o, / •o/ i Z I 58, 157 S . F. / , 3 / Z y a / GROUP B OCCUPANCY CODE INFORMATION: W c I 0 / a c.) 5 / g 14 Z -� li/ O s I a ADMINISTRATION/OFFICE J c / I / , W ° 21 I __----9 7 �• / OCCUPANCY: GROUP B a, �-- • TED / BUILDING TYPE: V-B •i• . 4 7 S.F. // _ FULLY SPRINKLED I'� m _ tE (mom' �, •. . / ■ ` — / �/ ALLOWABLE FLOOR AREA PER TABLE 503 9,000 S.F. > •6) I: , ./ W Li5 I Y . _f. A ALLOWABLE AREA INCREASE PER SECTION 506 42,750 S.F. i I ADDITION •, _ _ _ - , �______ __ __ � _ _ _ _ - � - ____' EXISTING B FLOOR AREA: 38,867 S.F. ( • Q Q ,5,345 S. F. __ . . 0 ® . •• .. ` - - ■ �'"'''�s GROUP F--1 OCCUPANCY CODE INFORMATION: : . .i..--- ,, •► MANUFACTURING • • - rJ w i OCCUPANCY: GROUP F-1 0 • _ �,/� N �,- " � � � BUILDING TYPE: V-B M b �` FULLY SPRINKLED CA 1 0 H fir `` N, ALLOWABLE FLOOR AREA PER TABLE 503 8,500 S.F. o •1 N pkO vs I 9jVt-9 W ALLOWABLE AREA INCREASE PER SECTION 506 40,375 S.F. > ♦ f\C W N n,,s P'i) � EXISTING F-1 FLOOR AREA 19,290 S.F. a o, ,; - 17 � c� rr ^ • W \_---------- ... �` .0 NEW F-1 FLOOR AREA. w 5,812 S.F. � o a •» PROPOSED TOTAL F-1 FLOOR AREA: 25,102 S.F. ; a �► = r' I- n I ...°°....°. .01°.°..... ii- EXISTING BUILDING TOTAL AREA: 58,157 S.F. ± a PROPOSED ADDITIONS: 5,812 S.F. i.-3 '3 g § =''' 4 ... dille,��II II I►. 1 S T E PLAN PLUMBING FIXTURE CALCULATIONS PLUMBING FIXTURE CALCULATIONS NEW BUILDING TOTAL AREA: 63 96 1 ,� _ » 9 S.F. Z � F- IiIII '►ICI II1IF AO,3 SCALE: 1/32 - 1 -0 ����� ( ADMINISTRATION/OFFICES MANUFACTURING °- " 25 102 S F Q c PARKING RE UIREMENTS a ACTUAL FLOOR AREA 16,651 S,F, ACTUAL FLOOR AREA S,F, W n CALCULATE 200 S.F. PER OCCUPANT: 84 OCCUPANTS CALCULATE 2000 S.F. PER OCCUPANT: 13 OCCUPANTS EXISTING SPACES: 223 J c tO PER TABLE 29-A PER TABLE 29-A SPACES REQUIRED: m H W � =*� WATER CLOSETS REQUIRED WATER CLOSETS AVAILABLE WATER CLOSETS REQUIRED WATER CLOSETS AVAILABLE 37,023 S.F. (4 2.7/1000 (OFFICE): 100 = F ^ • PER 36-55 OCCUPANTS MALE: 5 MALE: 1 PER 1-10 OCCUPANTS MALE: 1 26,084 S.F. C� 1.6/1000 MANUFACTURING). 42 �� o ��'." MALE: 3 PE 469 S.F. 0 1.6/1000 (UTILITY SHED). 1 � '°� � 1 PER EACH 50 OVER 55 FEMALE: 1 PER 1-10 OCCUPANTS FEMALE: 1 FEMALE: 3 PER 36-55 OCCUPANTS FEMALE: 5 TOTAL REQUIRED: 143 N 1 PER EACH 50 OVER 55 LAVATORIES REQUIRED LAVATORIES AVAILABLE 0.' • - o MALE: 1 PER 2 WATER CLOSETS MALE: 1 PROPOSED SPACES: 200 <� LAVATORIES REQUIRED LAVATORIES AVAILABLE FEMALE: 1 PER 2 WATER CLOSETS FEMALE: 1 W MALE: 1• PER 2 WATER CLOSETS MALE: 2 cs A A loi FEMALE: 1 PER 2 WATER CLOSETS FEMALE: 2 .:.: fo , CAD FILE: 39 PROT C 07006-A0-3 � 7. g E ' 'Ira. _" r tp •-EGON iL ,�� Y13,2�, J A hN C�F • 4 Expires 12/31/2007 .t . H n mro , I t MEDICAL TECHNOLCOES INC o I c� U � O � W 10575 SW CASCADE AVE SUITE 130 . 5 2 1 0 j o z z � U TIGARD , OREGON 97223 z . R _ U U O U O U W o `` °C W LYOPHILIZER # 3 & FACILITY EXPANSION ( coNT . ) W Et! p w u) a D C El O O .... t. .. t0 w REVISION DATE DRAWING TITLE M - o DRAWING TITLE REVISION DATE cl G0.0 GENERAL - TITLE SHEET 6 03/16/07 ED4.1 ELECTRICAL - PARTIAL LIGHTING PLAN DEMO 3 03/02/07 GO.OA GENERAL - TITLE SHEET 2 03/16/07 E4.1 ELECTRICAL - PARTIAL LIGHTING PLAN 3 03/02/07 111131111 GO.1 GENERAL - PROJECT INFORMATION 3 03/02/07 E4.2 ELECTRICAL - PARTIAL LIGHTING PLAN 3 03/02/07 ED4.3 ELECTRICAL - PARTIAL LIGHTING PLAN DEMO 0 03/02/07 a a a _ -- A0.1 ARCHITECTURAL - PARTIAL EGRESS PLAN 3 03/02/07 E4.3 ELECTRICAL - PARTIAL LIGHTING PLAN 3 03/02/07 �' A0.1 A ARCHITECTURAL - PARTIAL EGRESS PLAN 3 03/02/07 ED4.4 ELECTRICAL - PARTIAL LIGHTING PLAN DEMO 0 03/02/07 �, �, .4. K)A0.2 ARCHITECTURAL - PROJECT PHASING PLAN 0 03/02/07 E4.4 ELECTRICAL - PARTIAL LIGHTING PLAN 4 03/02/07 A0.3 ARCHITECTURAL - CODE EVALUATION 0 03/02/07 ED4.5 ELECTRICAL - PARTIAL HI-BAY LIGHTING PLAN DEMO 0 03/02/07 AD2.1 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E4.7 ELECTRICAL - EQUIPMENT DECK LIGHTING PLAN - EXISTING AND NEW 3 03/02/07 Pt A2.1 ARCHITECTURAL - PARTIAL FLOOR PLAN & DETAILS 3 03/02/07 ED4.9 ELECTRICAL -- PARTIAL LIGHTING PLAN DEMO 0 03/02/07 wi AD2.2 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E4.9 ELECTRICAL - PARTIAL LIGHTING PLAN 0 o /02/07 ,, g, A2.2 ARCHITECTURAL - PARTIAL FLOOR PLAN & DETAILS 5 03/02/07 E4.10 ELECTRICAL - PARTIAL LIGHTING PLAN 0 3/02/07 ? •`' g AD2.3 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E4.11 ELECTRICAL - PARTIAL LIGHTING PLAN 0 --7 03/02/07 ri :1E, W A2.3 ARCHITECTURAL - PARTIAL FLOOR PLAN 3 03/02/07 E5.0 ELECTRICAL - LIGHT FIXTURE SCHEDULE 4 03/02/07 UJ cn _ dr AD2.4 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E5.1 ELECTRICAL - LIGHT FIXTURE SCHEDULE 2 03/02/07 LU c w A2.4 ARCHITECTURAL - PARTIAL FLOOR PLAN 3 03/02/07 E5.2 ELECTRICAL - ROOM LAYOUT PLAN VIEW 2 03/02/07 Z ° s' A2.5 ARCHITECTURAL - PARTIAL EQUIPMENT DECK PLAN 2 03/02/07 E6.1 ELECTRICAL - PANEL SCHEDULES 4 03/02/07 - al AD2.8 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E6.2 ELECTRICAL - PANEL SCHEDULES 4 03/02/07 L9 2 s A2.8 ARCHITECTURAL - PARTIAL FLOOR PLAN 0 03/02/07 E6.3 ELECTRICAL - PANEL SCHEDULES 4 03/02/07 Z in it AD2.9 ARCHITECTURAL - PARTIAL FLOOR PLAN DEMO 0 03/02/07 E6.4A ELECTRICAL - EQUIPMENT ELECTRICAL SCHEDULE-NEW 0 03/02/07 iu c m A2.9 ARCHITECTURAL - PARTIAL FLOOR PLAN 1 03/15/07 E6.4B ELECTRICAL - EQUIPMENT ELECTRICAL SCHEDULE-DEMO&RELO 0 03/02/07 0 �fa A2. 10 ARCHITECTURAL - PARTIAL FLOOR PLAN 0 03/02/07 E6.5 ELECTRICAL - PANEL SCHEDULES 4 03/02/07 4. 2 +' A2.11 ARCHITECTURAL - PARTIAL ROOF PLAN 0 03/02/07 E6.6 ELECTRICAL - PANEL SCHEDULES 0 03/02/07 0 E A2.12 ARCHITECTURAL - PARTIAL ROOF PLAN 0 03/08/07 E6.7 ELECTRICAL - PANEL SCHEDULES 0 03/02/07 ei A3.2 ARCHITECTURAL GENERAL DETAILS 3 03/02/07 o :1"; AD4.1 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN DEMO 0 03/02/07 M0.0 MECHANICAL - LEGENDS & SYMBOLS 3 03/02/07 ur •i: a.- A4.1 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 5 03/02/07 MD0.1 MECHANICAL - MANUFACTURING EQUIPMENT LAYOUT DEMO 0 03/02/07 EC w A4.2 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 5 03/02/07 MO.1 MECHANICAL - MANUFACTURING EQUIPMENT LAYOUT 3 03/02/07 Uu c °-tE AD4.3 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN DEMO 0 03/02/07 MD0.2 MECHANICAL - MEZZANINE EQUIPMENT LAYOUT DEMO 0 03/02/07 > 6) A4.3 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 3 03/02/07 MO.2 MECHANICAL - MEZZANINE EQUIPMENT LAYOUT 4 03/02/07 III 1.5 AD4.4 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN DEMO 0 03/02/07 MO.3 MECHANICAL - MANUFACTURING EQUIPMENT SCHEDULE 4 03/02/07 1 A4.4 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 3 03/02/07 MO.4 MECHANICAL - MANUFACTURING EQUIPMENT SCHEDULE 3 03/02/07 R A4.7 ARCHITECTURAL - ELEVATIONS 1 03/16/07 MD0.5 MECHANICAL - CONTROLLER SCHEDULE DEMO 0 03/02/07 /- , .� A4.8 ARCHITECTURAL -- PARTIAL REFLECTED CEILING PLAN 0 03/02/07 MO.5 MECHANICAL - CONTROLLER SCHEDULE 3 03/02/07 .• • A4.9 ARCHITECTURAL - PARTIAL REFLECTED CEILING PLAN 0 03/02/07 M1 .0 MECHANICAL - HVAC PLAN 4 03/02/07 • • wake- A4.10 ARCHITECTURAL - CABINET ELEVATIONS / SECTIONS 0 03/02/07 M 1 .OA MECHANICAL - EQUIPMENT SCHEDULES 0 03/02/07 „ .: •••r••:- A5.1 ARCHITECTURAL - DOOR TYPES/WINDOW TYPES/GENERAL DETAILS 4 07/19/06 MD1 .1 MECHANICAL - MANUFACTURING HVAC PLAN DEMO 0 03/02/07 •'=�;•• ..:•• . A5.4 ARCHITECTURAL - WALL TYPES 3 03/02/07 M1 .1 MECHANICAL - MANUFACTURING HVAC PLAN 4 03/02/07 • •.•. A5.5 ARCHITECTURAL - DOOR WINDOW SCHEDULES & TYPES 0 03/02/07 MD1.2 MECHANICAL - ROOF EQUIPMENT PLAN DEMO 0 03/02/07 - ---1 A5.6 ARCHITECTURAL - GENERAL DETAILS 0 03/02/07 M1 .2 MECHANICAL - ROOF EQUIPMENT PLAN 3 03/02/07 io A5.7 ARCHITECTURAL - GENERAL DETAILS 0 03/02/07 MD1 .3 MECHANICAL - PRODUCTION REFLECTED CEILING PLAN DEMO 0 03/02/07 Itn A5.8 ARCHITECTURAL - WALL SECTIONS 0 03/02/07 M1 .3 MECHANICAL - PRODUCTION REFLECTED CEILING PLAN 4 03/02/07 A6.1 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 3 03/02/07 MD1 .4 MECHANICAL - PRODUCTION HVAC PARTIAL PLANS DEMO 0 03/02/07 0,r, o .. N A6.2 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 4 03/02/07 M1 .4 MECHANICAL - PRODUCTION HVAC PARTIAL PLANS 4 03/02/07 ..- a. P A6.3 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 2 03/02/07 MD1 .5 MECHANICAL - PRODUCTION HVAC SYSTEM SCHEMATIC DEMO 0 03/02/07 we A6.4 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 3 03/02/07 M1 .5 MECHANICAL - PRODUCTION HVAC SYSTEM SCHEMATIC 4 03/02/07 v _ A6.5 ARCHITECTURAL - FLOOR FINISH PLAN 2 03/02/07 M 1 .5A MECHANICAL - PRODUCTION HVAC SYSTEM P&ID 0 03/02/07 W Zn A6.6 ARCHITECTURAL - PARTIAL PAINT PLAN 3 03/02/07 M 1 .5B MECHANICAL - ROOM 301 HVAC SYSTEM PI&D 0 03/02/07 a N o1 A6.7 ARCHITECTURAL - PARTIAL PAINT PLAN 0 03/02/07 MD2.0 MECHANICAL - MECHANICAL EXHAUST PLAN DEMO 0 03/02/07 w i 1i el A6.8 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 0 03/02/07 M2.0 MECHANICAL - MECHANICAL EXHAUST PLAN 4 03/02/07 ° i tai A6.9 ARCHITECTURAL - PARTIAL FLOOR FINISH PLAN 0 03/02/07 MD2.1 MECHANICAL - PRODUCTION EXHAUST SYSTEM SCHEMATIC DEMO 0 03/02/07 z A7.1 ARCHITECTURAL - PARTIAL FURNITURE FLOOR PLAN 3 03/02/07 M2.1 MECHANICAL - PRODUCTION EXHAUST SYSTEM SCHEMATIC 4 03/02/07 ° o mu. W N C M2.1 A MECHANICAL - LYO MECH ROOM EXHAUST SYSTEM SCHEMATIC 0 03/02/07 3 w CO.1 CIVIL - PROPERTY PLAN 0 03/02/07 M2.2 MECHANICAL - LAB SERVICES EXHAUST SYSTEM P&ID 0 03/02/07 c V1 z CO.2 CIVIL - SITE PLAN 0 03/02/07 M2.10 MECHANICAL - PARTIAL FLOOR PLAN 0 , ; . 03/1 /07 h 172:MD3.1 MECHANICAL - SANITARY AND PROCESS DRAIN PIPING PLAN DEMO 0 , f:. .. t. r . 02/07 m ca EO.1 ELECTRICAL GENERAL NOTES AND LEGEND 3 03/02/07 M3.1 MECHANICAL SANITARY AND PROCESS DRAIN PIPING PLAN 4 ,: , */02/07 ED2.1 ELECTRICAL - ONELINE DIAGRAM DEMO 0 03/02/07 M3.2 MECHANICAL - CHILLED & COOLING WATER PIPING PLAN 4 l f ;/02/07 ..E2.1 ELECTRICAL - ONELINE DIAGRAM 4 03/02/07 MD3.5 MECHANICAL - CHILLED & COOLING WATER PIPING PARTIAL PLAN DEMO 0 c/02/07 W .•E2.2 ELECTRICAL - DETAILS & FEEDER SCHEDULE 0 03 02 07 M3.5 MECHANICAL CHILLED & COOLING WATER PIPING PARTIAL PLAN 3 r ..4745404*4702/07 o o 11:811.:>1 Z�ED3.1 ELECTRICAL - PARTIAL POWER PLAN DEMO 0 03/02/07 M3.6 MECHANICAL -- STEAM PIPING PLAN 3 � ±� IP 02 07 E3.1 ELECTRICAL - PARTIAL POWER PLAN 4 03/02/07 M3.8 MECHANICAL - ROOF PIPING PLAN 0 * /02/07 W ED3.2 ELECTRICAL - PARTIAL POWER PLAN DEMO 0 03/02/07 MD3.9 MECHANICAL - IW PIPING PLAN DEMO 0 03/02/07 z ix E3.2 ELECTRICAL - PARTIAL POWER PLAN 3 03/02/07 M3.9 MECHANICAL - IW PIPING PLAN 0 .r 03/02/07 v) W ED3.3 ELECTRICAL - PARTIAL POWER PLAN DEMO 0 03/02/07 z 7 E3.3 ELECTRICAL - PARTIAL POWER PLAN 4 03/02/07 x 0 ED3.4 ELECTRICAL - PARTIAL POWER PLAN DEMO 0 03/02/07 SPECIAL INSPECTION I �, w E3.4 ELECTRICAL - PARTIAL POWER PLAN 4 03/02/07 Stat. of Ore., n Specialty Code ED3.5 ELECTRICAL - EQUIPMENT DECK POWER PLAN DEMO 0 03/02/07 ' ' 1 innRRED/ .., W r■ c E3.5 ELECTRICAL - EQUIPMENT DECK POWER PLAN 4 03/02/07 " Concrete and Reinforcing Steel : .L..;... ,. a = m o Conditionally �- w o . E3.6 ELECTRICAL - FFU POWER PLAN 4 03/02/07 ❑ Bolts Instal in Concrete Y ��' z ,, oa. L E3.7 ELECTRICAL - MEZZ EQUIPMENT DECK POWER PLAN (R&D) 4 03/02/07 Moment-Resisting Concrete�r rr,� : f$ -, M E.- a E3.8 ELECTRICAL - PARTIAL POWER PLAN 0 03/02/07 ertitN . ,,,:., ,rCi a - � �o E3.9 ELECTRICAL - PARTIAL POWER PLAN 0 03/02/07 Ce ® �$a sr�Ing Steel Prestressing Steel Tendons �,�. �..�. v.�•� ,,..• Ilw..,,;, w Z2 E3.10 ELECTRICAL - PARTIAL POWER PLAN 0 03/02/07 ctu I Welding - �;, �► J W E3.11 ELECTRICAL - PARTIAL FIRE ALARM SECURITY PLAN 0 03/02/07 Mil _ ; N / N ED3.12 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN DEMO 0 03/02/07 ❑ High-Strength Bolting ( L,( �,e..- o Fp' 1316 E3.12 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN 0 03/02/07 ; ❑ Structural pry W6 I ? ED3.13 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN DEMO 0 03/02/07 ® ���$��, � Gypsum Concrete w z t E3.13 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN 0 03/02/07 INCLU UN AT s o Fn zg ED3.14 ELECTRICAL - PARTIAL 03/02/07 II�iCLUDEN�AT 'ACTt'EEIt w o� �, ELEC L AR AL FIRE ALARM/SECURITY f SECURITY PLAN DEMO 0 � Insulating Concrete '� ,, ,•����i�car�ox saax, � �,� a E3.14 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN 0 03/02/07 ® Spray Applied Fire-Resistive Materials ,. T vc�rvr�;A REPORT F-- o� Z E3.18 ELECTRICAL - PARTIAL FIRE ALARM/SECURITY PLAN 0 03/02/07 � UMEN CAD FILE: E3.19 ELECTRICAL PARTIAL FIRE ALARM/SECURITY PLAN 0 03/02/07 ® PIlings, Piers Caissons ��Q,�D 4f��� 07006-c0-0 ED3.20 ELECTRICAL - ROOF EQUIPMENT POWER PLAN DEMO 0 03/02/07 ❑ Sbotcre e 4 ,+, 4 �� c. 6 E3.20 ELECTRICAL - ROOF EQUIPMENT POWER PLAN 0 03/02/07 `� ' 89PE ' °"' ❑ S Special Grading,EX tion and F•iiiing ro ® s�noi�Smoke-Control Systems •REGO ❑ Other ins nS &,,, ,aL„„,„t.,0„„Ci„,,UEEIP--3 v 6'tyy3,2-� C' U i OFFICE COPY G4? 0 iiii ____, Expires 12/31/2007 4, I , MEDICAL It 1.CH : Z O a. Z FE O U 10575 SW CASCADE AVE SUITE 130 . . W 9 W = � o U I 5 �TI CAR D OREGON 9 7223 o� U z0 ix U O U 0 W O LYOPHILIZER 3 & FACILITY EXPANSION Z N W Q I ( coNT . ) © o N- s O p M M M 0 O O DRAWING TITLE REVISION DATE D n n n Q MD3.10 MECHANICAL - DI PIPING PLAN DEMO 0 03/02/07 a a a M3.10 MECHANICAL - DI PIPING PLAN 0 03/02/07 MD3.11 MECHANICAL - N2 PIPING PLAN DEMO 0 03/02/07 M3.11 MECHANICAL - N2 PIPING PLAN 0 03/02/07 N o 0 MD3.12 MECHANICAL - DHW PIPING PLAN DEMO 0 03/02/07 M3.12 MECHANICAL - DHW PIPING PLAN 0 03/02/07 F MD3.13 MECHANICAL - CDA PIPING PARTIAL PLAN DEMO 0 03/02/07 li M3.13 MECHANICAL - CDA PIPING PLAN 0 03/02/07 U m o� MD3.14 MECHANICAL - CLEAN STEAM PIPING PLAN DEMO 0 03/02/07 0 it M3.14 MECHANICAL - CLEAN STEAM PIPING PLAN 0 03/02/07 Es m W M3.15 MECHANICAL - DW PIPING PLAN 0 03/02/07 ul 0 g d.- M3.16 MECHANICAL - NATURAL GAS PIPING PLAN 0 03/02/07 w MD4.1 MECHANICAL - INDUSTRIAL WATER P&ID DEMO 0 03/02/07 0 li M4.1 MECHANICAL - INDUSTRIAL WATER P&ID 4 03/02/07 M4.2 MECHANICAL - COOLING WATER P&ID 4 03/02/07 19 M4.3A MECHANICAL - PROCESS WASTE SUMP P&ID 0 03/02/07 Z y M4.3B MECHANICAL - PROCESS WASTE NEUTRALIZATION P&ID 0 03/02/07 w 0 [-; MD4.4 MECHANICAL - STEAM SYSTEM P&ID DEMO 0 03/02/07 E can M4.4A MECHANICAL - PLANT STEAM SYSTEM P&ID 0 03/02/07 °° M4.4B MECHANICAL - CLEAN STEAM SYSTEM P&ID 0 03/02/07 U ti M4.5A MECHANICAL - CHILLED WATER P&ID 0 03/02/07 U 0 op M4.5B MECHANICAL - MANUFACTURING CHILLED WATER P&ID 0 03/02/07 a . E" MD4.7 MECHANICAL - CHILLED WATER P&ID DEMO 0 03/02/07 Ur E M4.7 MECHANICAL - PROCESS COOLING WATER P&ID (R&D) 0 03/02/07 E a1 J M4.7A MECHANICAL - PROCESS COOLING WATER P&ID (R&D) 0 03/02/07 U 5.- = A I MD4.8 MECHANICAL - STEAM SYSTEM P&ID DEMO 0 03/02/07 > 'cam M4.8 MECHANICAL - STEAM SYSTEM P&ID 3 03/02/07 1!1 w ri M4.9 MECHANICAL - DOMESTIC HOT WATER P&ID 3 03/02/07 1 M4.9A MECHANICAL - MANUFACTURING DOMESTIC HOT WATER P&ID 0 03/02/07 R M4.9B MECHANICAL - LAB SERVICES AND R&D DHW 0 03/02/07 M5.0 MECHANICAL - INDUSTRIAL WATER P&ID 3 03/02/07 MD5.1 MECHANICAL - DEIONIZED WATER P&ID DEMO 0 03/02/07 • i . M5.1A MECHANICAL - MANUFACTURING DEIONIZED WATER P&ID 0 03/02/07 :: :::• M5.1 B MECHANICAL - DISTRIBUTION DEIONIZED WATER P&ID 0 03/02/07 .. a a = a •MD6.1 MECHANICAL - N2 DISTRIBUTION P&ID DEMO 0 03/02/07 . .,......,• M6.1 MECHANICAL - N2 P&ID 3 03/02/07 `. MD6.2 MECHANICAL - CDA DISTRIBUTION P&ID DEMO 0 03/02/07 `' M6.2 MECHANICAL - CDA DISTRIBUTION P&ID 3 03/02/07 ig M6.2A MECHANICAL - CDA DISTRIBUTION P&ID 0 03/02/07 m M7.2 MECHANICAL - DETAILS 3 03/02/07 M o .. �� M7.3 MECHANICAL - DETAILS 2 03/02/07 15 M7.4 MECHANICAL - DETAILS 2 03/02/07 Lai M7.5 MECHANICAL - DETAILS 2 03/02/07 n WZ M7.6 MECHANICAL - DETAILS 0 03/02/07 44 M7.7 MECHANICAL - DETAILS 0 03/02/07 > Zaz M7.8 MECHANICAL - DETAILS 0 03/02/07 d N ,� 0 W M8.OA MECHANICAL - LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 a c4 x a 4c6 M8.OB MECHANICAL - LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 0 z �, ul M8.00 MECHANICAL - LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 U z o w� M8.OD MECHANICAL -- LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 Le = N W0 I M8.OE MECHANICAL - LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 c (:), 2 o �y I M8.OF MECHANICAL - LYOPHILIZER 3 FOR REF. ONLY - 03/02/07 8 g v °� d 3 03/02/07 = Q PD1.0 PLUMBING- PLUMBIMG DEMO PLANS I P1 .0 PLUMBING- LUNCHROOM PLUMBING /DW PRESSURE REDUCER 3 03/02/07 o_ 85 Z SO.1 STRUCTURAL - GENERAL NOTES 3 03/02/07 3 o - a U J g to to S2.2 STRUCTURAL - ROOF FRAMING PLAN 2 03/08/07 :.Z S2.9 STRUCTURAL - SHIPPING & STORAGE FOUNDATION PLAN 1 03/16/07 z Pi S3.3 STRUCTURAL - FOOTING DETAILS 0 03/02/07 z � S3.9 STRUCTURAL - ROOF FRAMING PLAN 0 03/02/07 o Z W� S3.10 STRUCTURAL - CONNECTION DETAILS 0 03/02/07 z U fhW S3.11 STRUCTURAL - EXISTING ROOF REINFORCEMENT DETAILS 0 03/08/07 a."( Z1 S3.12 STRUCTURAL - EXISTING ROOF REINFORCEMENT DETAILS 0 03/08/07 W (c) Er6 S4.2 STRUCTURAL - PANEL ELEVATION 0 03/02/07 o 6-g . S4.3 STRUCTURAL - PANEL DETAILS 0 03/02/07 2 W ° 0 I - V .t W � �` Zv SD5.5 STRUCTURAL TRENCH AND SLAB DEMOLITION 0 03/02/07 i m o z� i S5.5 STRUCTURAL - TRENCH AND SLAB PLAN 0 03/02/07 W W ° oa SD5.6 STRUCTURAL - TRENCH DEMOLITION 0 03/02/07 M 0 F-- z ' - S5.6 STRUCTURAL - TRENCH PLAN 0 03/02/07 E I g 55.7 STRUCTURAL -- UTILITY SHED FOUNDATION PLAN 0 03/02/07 W z. S5.8 STRUCTURAL - UTILITY SHED FOUNDATION DETAILS 0 03/02/07 N < I 35 S8.1 STRUCTURAL - EQUIPMENT DECK EXPANSION LAYOUT (FOR REF. ONLY) - 03/02/07 = o u_12 S8.2 STRUCTURAL - MEZZANINE (FOR REF. ONLY) - 03/02/07 © c°� ° N >- ? J eq's U W z di a i g (T) 1 i! O G -i q F- 0,- a f- cY .1$ CAD FILE: i - f- 4889P f P.g 1 I REG G� �yi o E i �A3,2J lieN E. 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N eti p . .c 10) N 00 ., 0 0 6 w 0 cn R i s; -3 PROJECT INFORMATION - PI N C4 el PROJECT LOCATION: HEMCON TAX MAP:• isiW25B-00501 DEFERRED SUBMITTALS: S-- 10575 SW CASCADE AVE, SUITE 130 Z .2 e, TIGARD, OR 97223 FIRE SPRINKLERS .... t ZONING. . MUC EQUIPMENT PLATFORM STRUCTURE Cr e V W cn La 11 BUILDING OWNER: CH REALTY 3 / PORTLAND INDUSTRIAL, LLC W = C/O CB RICHARD ELLIS OCCUPANCY: GROUP B AND F-1 Z — 1300 SW 5TH AVENUE, SUITE 200 a z I N PORTLAND, OR 97201 Z -4"-L ca BUILDING TYPE: V—B FULLY SPRINKLED LI o rze4 Z o es BUILDING MANAGER: CB RICHARD ELLIS W 1 li (503) 221-4807 FLOOR AREA. W AREA: 0 21 fiE co 1 ti ENGINEER:. EVERGREEN ENGINEERING, LLC EXISTING: 10,638 S.F. OFFICE 15 .F- CC • ilE 20827 NW CORNELL, SUITE #200 20,541 S.F. MANUFACTURING W 2 x T HILLSBORO, OR 97124 > 'f, PHONE: (503) 439-8777 NEW:. 16,060 S.F. OFFICE W 15 X FAX: (503) 439-8767 I CONTACT: STEVE CRUFT 26,444 S.F. MANUFACTURING ...1 TO ..-._ ..-- , - -- - . HILLSBORO -- >..... , ■ , , „ . ___I . . -- Garden g . _ ,,... ..... § \ Home n cn - , a > § , Progress 111‘11 tic`sk6 < to \ I , It\- Beaverton z(7)0::::1:) x 0 TO o c) I g I.J..I >. 0 Metzger PORTLAND < ,-, w cm x z•• < 210 ilibP (..) v) < 6\ (...) (.) ....1 HEMCON (f) LOCATION III r, - kV**. we,, _ rwor9 krigo irn kk.■ 4:( 0 LLI 0 -4-3:1 --I g 24112 t%g 1 i.-...;- Tigard ( 45) if ,4( 0 0 ,.- . 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A 11tO1 •• " CONTRACTOR TO PROVIDE NEW FIRE SPRINKLER , A•+, trMMMMMMrrMMMMMMMMMMMMr1�► N�MMMMMMMMMMMMM1:.MMMMMMMMM..» 444 SYSTEM LAYOUT BY CERTIFIED FIRE SPRINKLER W u ° 1 I I I I I'••,. 1102A '°I I CONTRACTOR. SUBMIT TO CITY OF TIGARD FOR �'I II `\,T/ CONFERENCE ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFI E •••••. x 4 IIII APPROVAL. .....\� 12031 12041 12051 I206I 12071 12081 12091 1210 'w...L r. a j 137 A MINISTRATIVE STAFF M N •.,�, 2 il!' „3,, 3 3 ,1i3i ,iijlli I ill lF', I p I 1 11041 M I �;��■ ( I, I (i I, ( OFFICE OFICE 4 I CONFERENCE ROOM I L E G E N D I _\ : •, 111 1112 11101 1 LOBBY•.s.•+ ix�x •.• I < " - 0. 201 `•+, --- .•� CORRIDOR •` 14 CORRIDOR +•` +•` ::: EGRESS PATH ' �p�{'yr�� $, �, COORIDOR Arrr .. -- - 1 1= — 4Ilt., — — — - -- - __ _ _`_I OCCUPANT LOAD / EGRESS X,ail ili. �. !!!,, ,lli, MEN S ' + X11111 l�h TELE DATA �1 T T T TLT ELECT. 111 W w �' ELECTRICAL idlilii �: ® �' • 112A lil n 12231 CONF. 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I I I R & D ROOM ( w LAB © © LABWARE GOWN 3098 E- • CLEANING - ROOM II CONTROL AREA — 3 •., •.• ALLOWED 120 GAL. / CONTROL AREA = 13281 13041 COMBUSTIBLE UQUID 's' I' QC WORK 1 CLASS II w :_ (CLOSED SYSTEM) FULLY SPRINKLERED: Z IIIIi: a '•to' AREA GOWN o,.�.t,0 150 c�►L. _ 100 INCREASE = 240 GAL. CONTROL AREA a CO IF i t : — — 1 331' — — t i — I — ( -r- — — — 'ODD : — — — —• / •�I 1 I WALK IN 1300A1 E� I w h � • D 1 + ORS p X �� COOLER LYOPHILIZER ROOM ® 150 GAL. / AREA a' !' I . OVEN A/L .+ up Iill 1305 X 1 311 C1 4® ACTUAL: to Z • :§ ■,,a4 1340 - - Q ,. �II�: 4, o 1 '++ CORRIDOR ''+ ..... ORRIDOR U a H �- , : ,+• :.. 300 11;111 III(i III 1i it = to i Ii I EQUIPMENT ( I '•• '•• I '++ X3 I •'` I �'- 0 ca i ,- 2 TRANSFER ■ � ,. .. ,+ ., �T 323 2 .ili�l� X1 - o p V ► ,., R & D �-- -, STORAGE - et . . ► • 3 D 13211 �i!lip X + + _I - CLEANROOM GOWN 1 I [3261 _ 13241 2 W � ,,�3i,. FACILTIES w � �'6 g 1.-r ELECT. ROOM I .• I 11I 13391 - ( JANITOR I I I I • 315A + '+` '�� c.) 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I ENGINEERING 7 CONSTRUCT WALL UP TO UNDERSIDE OF EXISTING '`a. .....}.v I I r CEILING GRID. =.,±_ I I _ CORRIDOR FACILITIES WORK AREA I - LOOv1 p gL:::D 111 A2.1 112 _ 87. • 0 1 � o iLii U 4.1 li 1 I �I � I I I w— i i r; 2 0 I W- I A 4.1 • I ❑ o, Pie t v9 i, �_OMENS TL ; N I EQ _ I--_I I� WOMEN'S TLT I • I I I a •` _ ...um 1------ m 114 I U `�J --_ 213 � z Li. � UW � o i ❑ ❑ ❑ O 0 MATCHLINE — FOR CONTINUATION SEE SHEET A2.3 • © 3 s •- /7- Z t Z0 ... LEGEND EXISTING ROOF STRUCTURE EXISTING ROOF STRUCTURE w 10 '''"'"''•"'"''`''''''''''''''''''"'"•"''''''''•"'"•''''''� '"•"•"•''"•"•"'''"•"•"•"•'•"•'•'•'•'•'•'•'•"•"•"•'•"•"•'•' EXISTING WALLS E lei ';:- XISTING ALUM. FRAME ������������������������������������������������������4- %%%%%%%•40•�i:%%%%•••gth•"••ikilk•'iAi•i•i�i�ii' o '.41 l '''' iji NEW WALLS 1GASKET SEAL © ALL .: :'' R-19 BATT INSULATION R-19 BATT INSULATION W ° co WALL WINDOW INTERSECTIONS. �: .! �'GYP. BD. - �. ;..� � c?�,, WALL TYPE U a P g ' Q MATCH EXIST. .+ �� (SEE SHEET A5.2) So °- 8 � = o MTL. STUD WALL, �, M U o E DOOR SYMBOL M f.: x TL. STUD WALL �� , SEE WALL TYPES 11:11'� 6" MTL. STUD WALL, a `` ° g.Lis MATCH EXIST. ce 11:1 :� t � SEE WALL TYPES N a/ III■ 43 N .° w►� WINDOW SYMBOL A z d , o 1 L., NEW . I 5 8 GYP. BD. 0�: :�+ BOTH SIDES ° ,,FUTURE WALLS - - - .:- �: w. 5/8 GYP. BD. i WOOD BASE .4* .' RUBBER BASE BOTH SIDES EXIST. ' ." .9 e Z 1 ►o �'�41 �� CAD FILE: M ►� 39 PROTC�� 07006-A2-1 rii il, 4 'cr ' ' � ,8 P E N. !4EdON 2 3 WALL DETAIL © WI N DOW 4 SOU N D WALL DETAIL 5 WALL DETAIL BALL END DETAIL ,� • "=1 '-0" A2.1 SCALE: 1 1 2"=1'-0" A2.1 SCALE: 1 1 2"=1'-0" A2.1 SCALE: 1 1/2"=1'-0" y1 N E• GQ` A2.1 SCALE: 1 1/2 / / 8 Expires 12/31/2007 E g 0 0 0 0 2 ,r 0 0 1 kr. ,t, 1 1 (1, 1 o o 0 ® ® 000 (;) 0 \ 0 ME III o o 1r r rvAr 1 1 1 1 ArA _ _ r-' o L _ ± — --I o oz ® I I -i 1 J 1 1 I 0 a. g i i I — ENE o 0 .111 0 g 13 t — 0 0 N ---mf! f--i?,----- HemCon 1 ) . KEY PLAN le 0 • © 9 11 ..q i I I GENERAL NOTES I' IM 7. A COORDINATE WITH ELECTRICAL CONTRACTOR FOR WIRING IIIIIIII I I INTERNAL TO WALLS BEING DEMOLISHED. 11111111.(0)11 ...... . 1 - I - i,____ I v = U _.11 El ___11.---..--......-fr.......----.ri I I il B FOR DEMOLITION / CONSTRUCTION PHASING SEE SHEET A0.2. tit rif a : g, 1 1 Z .2 a I I CONSTRUCTION NOTES E i 0 if. CONFERENCE ROOM OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 1 DEMOLISH EXISTING WALL TO ACCOMODATE NEW OPENING. W cn U oc u%II 203 204 205 206 207 208 209 2 DEMOLISH AND SALVAGE EXISTING DOOR, FRAME AND L S' s 1 HARDWARE FOR RE-USE. Z i z I, 0.\\ I/I g ... . $5,,.. I 11; 1 ---- ---- \\ 1 LEGEND 0 a cs) 13 c 1 ig . (--------___ _-.---------\\, ___--- ___------ ___----- z .9 CE 0 LOBBY LYJ DEMOLITION 442 :tZ. i/ UJ 2 T 201 CORRIDOR 202A CORRIDOR 202A [ 1..z 1 cf) I w ... VI 11 1 6 T_ ) cS = TELE/DATA z I 0.! • _ ‹ I K 217 1 CONF. ROOM ex 1 E .-...-.1:- a 220 .._. ,..i L6_ 1 II _ "g- , _ L.L.1 1 Illw ,...4 - 0:• CORRIDOR _.. _____--- 202B 4- . _ R. Sc D. / P. D. / Q. A. DOCUMENT CONTROL CORRIDOR LUNCH ROOM TI IC c..) 441- _11:--1— ID „ „ 218 216 202C 215 I ma`-'60>cE I. 1v91--31151::.‘e."5").- ll.'**. 1--- .4- . r ..I F ).. ONF. ROOM I ,..... La g e, I--- I 1 C Or4EN'S TLT 221 , 0 , 219 0 ----' ---- I il : "rf I I I— 1 r 4.,r , i . 1 , I MI MT; I i — I 1 r---) 0 CI g. L I , LABWkRE I FD° _ c — ' - 1 .. .. ........ .. .. ........ .. .. .....m .. .. ......gm .. .. ..•■ •• .• ....... •• •• ■■ a. .. ........ .. .. ....... m. .g=mnmamNI. •• ••••■• NN .. ....... I. ..c3 ii. .. ......... .. .. ......... .. .. ° 0 x gr."' I= ... t; n . - MATCHLINE - FOR CONTINUATION SEE SHEET AD2.4 2 5 . • ':"..-r. ARCHITECTURAL PARTIAL DEMOLITION PLAN • ,. AD2.2 SCALE: 3/16"=1'-0" ! _Jg :• 7:- -,',I... t. 0 o 9.. rii ' it z Ac 00 O. z 6 W t- tic CI 4 I= 0 . i ..1 I Pr) 0 Lo- ath F w ta P. =I ac.. • 4.1 x Cs1 7,_ a_ C:1 1 7g Lnot 0 EA r- ul`N ' ig F-: 6.' .....-, --- , CAD FILE: 0 PROT 07006-AD2-2 4 GINA, 40 r": 2 p• " 44„ + 9PE t i ) fo, zitc I.'. . .REGO N. 9- C. - - 0 vc, t'i • Y13,2' t 1111 1 ui" §'. Expires 12/31/2007 111 I 8 . N. 1 • • • 1 -•' �� s� ii, s� ,� ,r. I� 1., al S� 0 0 O ® ® O ® ® O ,t, g — T Mill N \ ® I Ali 0 ✓ , �' 1 1 1 I I / I I I ! $. I IT o 1 I I A2.2 I I 1 � s 1 • O —I co ,,-. ,, I •,F- ._,I IIII § RI' ! o :::: I I I I 1 I 5 1 A2.2 II I 0 � // I HemCon S •4 I I OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 0 N a 1 CONFERENCE ROOM 203 204 205 206 207 208 209 KEY PLAN •W.4 a , M ' 1 1 o g I \ A2.2 A2.2 w a cn nP. TYP. GENERAL COTES PI 1 1 R. A SEE SHEET A5.4 FOR WALL TYPES 8 ----)1 I I I I 1 : I 1 _ . . - - _ - - B SEE MECHANICAL, ELECTRICAL, PLUMBING FOR 0 * 0 ADDITIONAL INFORMATION LOBBY ��� 201 CORRIDOR CORRIDOR C FOR DEMOLITION/ CONSTRUCTION PHASING �, I I I 1 / � j I • I 202A 202A SEE SHEET A02.2. Z 1......, w tE _____j •..1..,11 TELE DATA w o li 217 F I ? 1= iL 1 � 3 � W CONF. ROOM A2.2 - W w tY) I 22 w U� o Lo I o !!1 ' -----_-- CORRIDOR o I CONSTRUCTION NOTES w ...Tc —il -....--,—= n 202B R. Sc D. / P. D. / Q. A. DOCUMENT CONTROL CORRIDOR LU UCH ROOM w el 218 216 202C 215 1 Z 1 INSTALL FRAME AND HANG DOOR, SEE SHEET F.-1 T 1 ii x — I ii> I I I I A5.5 FOR DOOR SCHEDULE. CE 0 Elp I Ls. Lil 2 ? 0 I IPV ..„:` 0 a I > 66) r Z EN'S TLT 219 1 = 1 it)- 11 I 221 I 1 � a MATCHLINE - FOR CONTINUATION SEE SHEET A2.4 . -.' ED 111111.11111111111 .... r"----r_ II II 11 — -..,--- 11---- _ _ — — ___ __ _ ,_.. _ MM MM 11.111011.11. MM MM IIMIMMIMMIN MM MIMMIMMIIMMOI MM ARCHITECTURAL ARCHITECTURAL PARTIAL PLAN - _ }4. - SCALE: 3/16"=1'-0" 5 0 Vf -‘1.- e ♦ ► ♦♦ +........................................ UNDER DECK BRIDGE BLOCKING —_ - + + SECURE W/ 6 x 1 " 0 ill :I STAGGERED LATERAL BRACING + + ie > CO 48" O.C. SECURE TO STAGGERED LATERAL BRACING + + < N 48" O.C. SECURE TO LEGEND o g V EXISTING B.O. ROOF DECK + a co » EXISTING B.O. ROOF DECK Millir- z � r�ri STRUCTURE W/ #6 x 1 ; 0 EL)/ ��. EXISTING WALLS OR BOTTOM OF MEZZANINE STRUCTURE W/ (4) #6 x 1 I 1 t STRUCTURE. OR BOTTOM OF MEZZANINE o • STRUCTURE. , A 0 I i El NEW WALLS MIMI al ' : _ .n GASKET SEAL © ALL clk EL. 10'-0" % clk EL. 10'-0" % = .-. 1= - _ EXISTING WINDOW T.O. WALL T.O. WALL WALL TYPE WINDOW LOCATIONS �• p W . ••I.- • a •N = o •� (SEE SHEET A5.2) U J g ti. "%5 I SECURE BRACING W/ #8 x A" : SECURE BRACING W/ #8 x A'' DOOR SYMBOL CD si 11=111/ 114.111111 . + + r+ + O + + A Q J WINDOW SYMBOL Q p gra PATCH & REPAIR WHERE � ,,,� i X W ' r DEMOLITION 0 CORNER �► W L., , J G 5 8 GYP. SHEATING " GYP. BD. O. FUTURE WALLS - - - J Z id 0 (i.--,) 1 . / (BOTH SIDES) 10 GYP. BD. (BOTH SIDES) a to EXISTING SILL BOTH SIDES OVER METAL STUD FRAMING '�i OVER METAL STUD FRAMING �- a i = ® 16" O.C. SEE WALL TYPES �� m Q, R-19 GATT INSULATION �►� C� 16 O.C. SEE WALL TYPES Y SHEET A5.2 r►,� SHEET A5.2 ` ° rye_ i, MTL. STUD WALL SYSTEM N ISEE WALL TYPES /i s 4 N o -W' .,i _I i ,� R-19 BATT INSULATION GYP. BD. (riP.) • 1 • iti - 7 f ` tip .. =ig ,, 1- c) '441 r- 0 tv LN . "414 cAO ALE: M ,`�'��,� O��� 07006-A2-2 3 N N RUBBER BASE � RUBBER BASE G� N�46 1 139 0 ,1,89PE e o REGO 0.7 �Y 2 o (TCORNER DETAIL 3 WALL DETAIL WINDOW WALL DETAIL WALL DETAIL A 13, ` " A2.2 SCALE: 1 1/2"=1'-0" A2.2 SCALE: 1 1/2"=1'-0" A2.2 SCALE: 1 1/2"=1 '-0" h'EN E. �., SCALE: 1 1/2 =1 -0 Expires 12/31/2007 C Q z O 0 0 2 kD 0 0 T k ® kr' m ® ® 0 0 ® 0 ® ® 0 o — — o MATCHLINE -- FOR CONTINUATION SEE SHEET AD2.1 o EN IN ■�� IN • so mi �■■i� - ■■I ∎ - - �� - ■■ ■■ �� 7i.„ __■ - III -■ - �� 1. - �� ma _ �� ■■ ■■ _■■ - I. �■i - - _■_ ■■ ■■ �� we ■■ ��■ ■■ .. .... O� 1 1 �• 1 I 1 ! 11 I I I I I I _CAL 1_11LJI 1_l_A_L_E---1_�_I 1__-/__U __l__L ■ ■ ■__.J M EI • �• • P I//•/ — 0 I II3 il , = WOMEN'S TL • I I__ ,...f- - P,Or 440 0 —0 - • /AMP y I WOMEN S TLT I 114 -- — I 4 i l o I . / EI z W .4. I 213 • ■ • ■ ■ ■ ■ • ■ ■ ■ • rill _ o o F el— I . O 1 1 0 0 N ■ ■ -t ■ ■ ■ ■ ■ • ■ ■ ■ • ! ■ ■ • ■ . i ■ • ■ • • • (F-■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I1 0 6 ❑ ❑ 0 o O X' CONSTRUCTIONLINE I - - 0 1 f i I @ II F-1 OCCUPANCY r - -LYOPHILIZER N HemCon I 307 r. ZI LYOPHILIZER ROOM LOADING o- gI i 311A A cc 0 © - - ' _ GENERAL COTES , ,I I 1 I Ir_ 7 I h -1 r -I A COORDINATE WITH ELECTRICAL CONTRACTOR FOR —t_1-- INTERNAL TO WALLS BEING DEMOLISHED. ,FY I ❑ ❑ B FOR DEMOLITION / CONSTRUCTION PHASING SEE SHEET AO.2. I I LYOPHILIZER I 1 308 f PI #2 LOADING L9 m CONSTRUCTION NOTES z IT a I- -' I 1 DEMOLISH EXISTING PARTIAL HEIGHT GYP BD AND Et m 1 ? METAL STUD WALLS. Jj �,-11 PRODUCTION ROOM 2 DEMOLISH EXISTING FULL HEIGHT GYP BD AND METAL Z W c 4 STUD WALLS FROM FINISHED FLOOR TO STRUCTURE I 396 I 0 �,-i LYOPHILIZER ROOM I ABOVE. �. 1 Z :1:' 3118 s N o 3 REMOVE EXISTING UNREINFORCED 4" CONC. SLAB; Ill c E 0❑ 0 ❑ / ,� _ VERIFY THAT FOOTINGS UNDER SLAB ARE NOT Z 0 DISTURBED. SEE STRUCTURAL FOR DIMENSIONS • -v .._ ❑ 0 �n AND DETAILS ON SHEET S5.5. • c II I 1 I .a I as I A �— V _ 4 REMOVE DOOR AND HARDWARE FOR REUSE. ir c o �� � (� � DEMOLISH FRAME. � m Vi- -,... `i "' rik MOLD CLEANING A 5 REMOVE METAL PASS THRU CABINET. L!I ,c 1 ,_ 0 ' 309 0 6 REMOVE EXISTING METAL STAIRS. lii 1.5 iii I \ - iiiik �- �� A4.7 s b'� 7 DEMOLISH EXISTING WALL TO ACCOMODATE TOOL I I g INSTALLATION. SEE SHEET A4.7 FOR ELEVATION. '� I �— ► - 0 1 I 8 DEMOLISH EXISTING WALL TO ACCOMODATE WINDOW, a .. . _ Lr41 _ - - - _ IN W H N SH A .5._ _ _ _ _ _ SEE WINDOW SCHEDULE 0 SHEET 5 .. .. ,-.__- __ _• 1 •.M l . ...L.►v�%: ►dwarum Aw.srAw ► ∎ -- 9 DEMOLISH EXISTING (NON-BEARING) COLUMN. . .y --- I I .1 I irr 10 DEMOLISH EXISTING WALL TO ACCOMODATE DOOR, _ SEE DOOR SCHEDULE ON SHEET A5.5. ❑ 0 0 � 0 M • Vr.1 - I I I 1 LEGEND a M I .- 0 � N DEMOLITION ;. / ACCE �`ED FINISHED 444:44 " N W MATERIALS MANAGEMENT . �_� INCOMING SUPPLIES I I GOODS & ACCEPTED �' � 313 -----' OUTGOING SHIPMENTS RAW MATERIALS SHELVING . 314 312 � o 0 0 ono i ., I I I I I n < ' 0 2 1 i_ Zp •sa r. PACKAGING U g g .. -- v 318 — — _ 1 L _ — i. 1 �. . LI TORAGE AREA Z 316 0 _ Z � I a CL z W lai I I I x w. I - z 0 0 © o . ama ter'' ELECT. ROOM 10 . g CD ::. I 1 �..�..�.. I 315 I I I M - 0 I , 0 - 0 a i E, 1 W -1 I PRODUCT ,_ d N 1 W I STORAGE ROOM I i I I o ° a ! 317 TELECOM ROOM >,- ...". br 4 1 317 I y )_ - —f g 1 & '?..-2 Aik N M t � CAD FILE: 1 8 6 4 I 0..% PRO. 07006-AD2 -3 I N / 1 � o 7 9P �l O 1,-, •`EGO 1 ARCHITECTURAL PARTIAL DEMOLITION PLAN �� � (y13,20 * 10/ A1.3 SCALE: 3/16"=1'-0" Ah' N E. GQ` Expires 12/31/2007 O V E N S O O n O 0 O 2 0 0 1 1 0 k a' C ® ® ® ® ® 0 ® ® 0 . o — © III , o . M MATCHLINE - FOR CONTINUATION SEE SHEET AD2.1 I� . m . ■ ■ . f I I I i o[•"T' - - ' _ Fr w — ❑ ❑ � __/WWI__/ l _1_._.11_ � � � � __ � � � s - /' ■. otik — 0 z ��' �' I = WOMEN'S TL ® ► I � ► . I i I o (LA I Z I I T to I I I U P• J WOMEN'S TL 114 - U El_- r � ----J 213 • Z i i ■ . ■ i ■ ■ ■ ■ ■ ■ . i i-4. i i • ■ • i i i ■ • i i ■ i miss i • e ir i ■ i ■ ■ ■ . ■ ■ i i i . ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ . 0 v 1 a o 0 I ❑ o o of I CONSTRUCTION LINE N I A3.2 I HemCon 5 a J z F-1 OCCUPANCY AI KEY PLAN ! LYOPHILIZER 4 w I A3.2 307 t NI, I A3.2 I ., o g 1 LYOPHILIZER ROOM SIM. • I : r :� -I I 0 1 LOADING GENERAL NOTES - 311A A SEE SHEET A5.4 FOR WALL TYPES 0 CI B SEE MECHANICAL, ELECTRICAL, PLUMBING FOR 1 ADDITIONAL INFORMATION. , • I M N 6 1 C REFER TO SHEET A5.5 FOR DOOR AND FINISH et .' 4 Pi SCHEDULES. I I LYOPHILIZER I I D NSTRUCTION WITH PROJECT COORDINATE CO 15 m I-- 308 MANAGER FOR PHASING z 2 1 #2 LOADING ri CONSTRUCTION NOTES w wtri I I I I I 1 CONSTRUCT WALL TO 4" ABOVE SUSPENDED CEILING. z o —1' F❑ 0 _ Z .417.2 E.- - - — :: - - I AL CONSTRUCTION & Ur v 2 VERIFY EXISTING WALL PRODUCTION ROOM 0 0 0 MATCH NEW WALL INFILL. Z �, 3Q� ► r ..I LYOPHILIZER ROOM I w o 5 L 0 0 I I K 3 INSTALL RETURN AIR CHASE WALLS SUPPLIED BY z v aA �; .. 3 1 1 B PORTAFAB MODULAR BUILDING SYSTEMS. � .� OP 4 CONSTRUCT WALL TO UNDER SIDE OF ROOF DECK. 4 - a .- i ° I ° �LYOPHILIZER 4) ! '► 5 CONSTRUCT WALL TO UNDER SIDE OF EQUIPMENT 15 •L 309 0 N -1 DECK AND SEAL BOTH TOP AND BOTTOM EDGES. 1E m IE I TRANSFER la i #3 LOADING 8" � K' :+ _� # 6 CONSTRUCT WALL TO ELEVATION 15'-10" ABOVE 'o, P ++�► 00M �, FINISHED FLOOR. w if i -� 309B , ► I i" 7 INSTALL FRAME AND HANG DOOR, SEE SHEET A5.5 I 0 _ FOR DOOR SCHEDULE. :I. I 6A IG IrlN _-`- R A4.7 8 INSTALL WINDOW INTO OPENING AND SEAL, SEE ' .~ -16 __ ' ' `" M SHEET A4.7 DETAIL 7. ' -- • I I 0WNM CO _� I I N .. ..�-- _ _ _ _ _ _ _ROOM .� _ _ _ _ _ / 9 INSTALL CHAIN LINK SECURITY FENCING 8' HIGH. --\\2_ I�1 I 0 309A 0 0 I 10 FOR TRENCH DIMENSIONS AN DETAILS SEE I 9 e I i -- LYOPHILIZER ROOM I STRUCTURAL SHEET S5.5. 4 . A3.2 Q (Ng I- _ I 7 T i s ,.► I _ J 6-0 4'-5* / 11 INSTALL METAL STAIR CASE SECURED AT BOTH TOP �� AND BOTTOM. SEE STAIR DETAILS 6, 7, & 8 ON - A3.2 _ • O O o 0 u `_ ___-_� _ ___�� __- SHEET A5.6. � `� J S ;1A§. 0 3 0 8 ' 4 3 12 LEVEL AND SECURE FREE STANDING STAIR W 4 4 STRUCTURE TO SLAB OR PAVEMENT SIMILAR It; OD 0 co 0 0 8 TO EXISTING. SEE DETAIL 11 ON SHEET A5.6. N " � .� "� of i;,, 6'-0" 8'-8 1/4" g'-0" 8'-5 3/4" 3'..-. 5'-0 1/4 \ A4.7 4 13 VERIFY EXISTING WALL CONSTRUCTION, MATCH y z I I rm. AND SMOOTH GYP. BOARD, PAINT TO MATCH. Fi 1 I A3.2 P. ?,,% I CI a, 14 INSTALL FRAME AND HANG DOOR WITH KICKPLATE cn o y ON TRANSFER ROOM SIDE, SEE SHEET A5.5. U n / 40 O4 40 o ■ ■■ ■ ■ I iovr 0 4 A3.2 FACILTIES _ �' '' 4. i i I 339 o ELECT. ROOM �,_5" 8'-4"Qa 8 0 33'-4 1/8" 1 W 315A / / LI § I ; I I 0 mi lei 1 I — 1 0 0 • ',.... . 0, . „._ ":r7;; I PACKAGING - - I W • 0 I 316 ► I LEGEND --" 8 '.. c � � oo f 0 -° EXISTING WALLS 41 _ ,� 0 ELECT. ROOM 0 M V J r E 1 315 I UTILITY SHED I a s i NEW WALLS �� 4k= d E 1 345 WALL TYPE liill N (SEE SHEET A5.3) = M w I II i a_ i. 1 „ C. I DOOR SYMBOL ° a ..r.- 0 , I I -tAi WINDOW SYMBOL Q N N I TELECOM ROOM 317 FUTURE WALLS - - - s rs, _ 0 .� CAD FILE: M `1- - I___ — — — — — — — — — — — — — — - (1, ) PROF Ff 07006-a2-3 I hfl[jiQX) I1I I I I � I I I S� i � ���s ' :21: l I `,, 4889PE 9 ► 8 6 4 4 ' l'...... F •REGO 1 ARCHITECTURAL PARTIAL PLAN °' G ty1g,2o JI A2.3 SCALE: 3/16"=1'-0" •Ah'FN E. C'� LLO il • Expires 12/31/2007 e 0 v 0 h O O 0 0 0 t! k kr kr k E O � ® ® 0 ® ® 0 ® ® 0 O — — � O w„ MI / 1 1 I I I I _I_ - I I 8 MATCHLINE -- FOR CONTINUATION SEE SHEET AD2.2 0 I[-- _ 0 O �i■� ■■ i i. �■■� MI �� MI ■■1 �i■ ■■ • ■■ 1• M �• EN I� �■�1 NM ■■ L — — -� _ O ■• ■ a ■ ■ ■ a ■ ■ ■ t • t • s s s • . , ■ t • • • t • ■ •• ■ • • • • • • • • ■ • a-' a 0 ' I 1 —I ! I I _ I I © E I I mi td. A/A I 1 I LABWARE - i I Iv M I ' •I — I — — T ° a CdNSTRUCTION LINE CL ANING AREA N 1 I� ® 1 0 . . . . . . . . . . . . . . . . . . E: 1 OCCUPANCY 333 MECH I I �� 1 _______,,�' — - 6� I I � � I 334 I I - 1 I I 4 ' ;�, I U, o 1 Q j W HemCon a II 1N ' ' II 1 i 1 I a o KEY PLAN I RESEARCH & DEVELOPMENT °F3 I I 17--- ° •• 11 WORK AREA i ---------- ___ I 1 8 1 329 LABWARE 1 OWNING Rao Z GENERAL. NOTES _ .0 ci I STORAGE 1 I I 301 a rx A COORDINATE WITH ELECTRICAL CONTRACTOR FOR N 1 G E 1 0 Li WIRING INTERNAL TO WALLS BEING DEMOLISHED.1 ' 332 1 I `` - o - 1 i 1------------- -- I W B COORDINATE DEMOLITION WITH PROJECT MANAGER g z 1 CORRIDOR 0 -� FOR PHASING. - • I 1 0 300 lir I 1 0 D :� 1 CONSTRUCTION NOTES VI 61 i I ..............mm ��'.ItII o , PRODUCT o 1 DEMOLISH EXISTING PARTIAL HEIGHT GYP BD AND Z U II I N COMING •- METAL STUD WALLS. _ 1 II T , m I ; _ 302 _ 4,...,4,1"27 �J �' 2 DEMOLISH EXISTING FULL HEIGHT GYP BD AND METAL W 0 ,, IE I I I MANUFACTURING/QC N 1 1 STUD WALLS FROM FINISHED FLOOR TO STRUCTURE _ ri WORK AREA o 0 1 ABOVE. I I Z 1 331 I - - PRODUCT �'�" ci C O R R I D O R II o 3 DEMOLISH AND SALVAGE EXISTING DOOR, FRAME AND II ; OUT GOING HARDWARE FOR RE-USE. Z y s 338 � � 1!.! = :1,- 1 - 1 "' 303 - M 0 0 4 REMOVE EXISTING UNREINFORCED 4" CONC. SLAB; v � \ ' VERIFY THAT FOOTINGS UNDER SLAB ARE NOT Z ii I RESEARCH & DEVELOPMENT N .`_ �1 I DISTURBED. FOR STRUCTURAL DIMENSIONS AND -. R & D DETAILS SEE SHEETS SD5.6 & S5.6. LAB Q Q, 'U LABWARE _ ;.-,,, 327 I _ I I I ALIQUOT 1 5 REMOVE MEZZANINE ABOVE THIS ROOM ONLY. 13 � 1 i§ CLEANING A - STORAGE ADJACENT BATHROOM MEZZANINE TO REMAIN. • lit 328 ?`:�, %' 1 Lu 2 = T Q 1 U o ? 304 6 REMOVE EXISTING FLOORING AND PREP FOR NEW. > •�/ CO I Ltl w i �, I I FCC I I I 7 DEMOLISH ALL EXISTING EQUIPMENT AND FACILITIES. Ni I [ _ — ' — — — — — — — — [8] 8 DEMOLISH EXISTING DOOR. o CORRIDOR WALK IN I 9 DEMOLISH EXISTING TO ACCOMODATE • .'- 1 338 COOLER , WALL 0 CCOMODATE NEW • 1__,� Z OVEN A/L I I 1 I 1 OPENING UP TO 8 -0 ABOVE FINISHED FLOOR. • .: I ® 0 `r � 1.‘ ® I Q, ® 0 © 0 0 0 0 0 ® 0 ; — F — O V / I i I I I I I I I I 8 - - __ - - _- - - __ - -- - _ —_ _ —■ - - - - -- MAT=H�IN =R=ON=INUATI ) I ,I I ,r 1 0 Z m , ® 0 0 0 ® 0 0 0 O o 1111 — U — o_Y I 111 I I I_ 1 _1 I I� I I or/ 1 °F rvid 9 8 ® 1 IN ri ° P I I 1 I I I - I I ' ! I - o g M ❑ ❑ g I tj 0 § N - ------J _ HemCon $ m KEY PLAN P. O p 0 O D ❑ ❑ °, I I I I M ?•›; GENERAL NOTES 0 . A SEE SHEET A5.4 FOR WALL TYPES W c a B SEE MECHANICAL, ELECTRICAL, PLUMBING FOR 1 I I I I ADDITIONAL INFORMATION. It a § g C FOR DEMOLITION / CONSTRUCTION PHASING SEE N � 0 SHEET A0.2. K I I I I I VT LI m CONSTRUCTION NOTES z •0 ic 0 0 1 REMOVE EXISTING GUARDRAIL, TIE-OFF, AND m � I STAINLESS STEEL ANGLE EDGE FOR RE-USE. W N '' i 1!J F 2 INSTALL NEW EQUIPMENT DECK BY OTHERS. Z ;- 3 RELOCATE STAINLESS STEEL ANGLE EDGE, TIE-OFF, Z LI :''). ° 0 I I I AND GUARDRAIL. g a C DECK E UIPMENT DECK `� - - - - - - 4 INSTALL NEW GUARDRAIL SECTION BY OTHERS. .� II EQUIPMENT Q W 7 ELEV. 1 1 '- 1 0' A.F.F. E LEV. 1 1 '- 1 0' A.F.F. 5 INSTALL STAIRCASE, SEE. ARCHITECTURAL DRAWINGS Iii o of i I I I I A5.6 FOR DETAILS. p (EXIST) (EXIST) a .L 0 0 0 W _ ? vs 1 I ° Io I I WL 4 I ❑ 0 N w. r - I I I I I ...a-e.--7 • EXISTING 24'-8" � � r COLUMN f I o (A i • . \ 0.!''///!V///!' W , NEW STEEL 0 COLUMN I ����w//! In • ry Q N _ O 0 0 0 0 0 EQUIPMENT DECK [9' ' o n z E LEV. 11 '-1 O' A.F.F. 1 I a 0 P '=I rt I - � a 1 � o o .ti r 0 9 A3.2 0 o `' ', , FILING UPPDRT f I 3 I - LEGEND .. S �R TU RE o _, @-_\ w p EXISTING WALLS z g I. 04 C NEW WALLS _rj- 13'-1" / 9,_11►, , 12'-5" / 12'-4" \\k":,__"" " - WALL TYPE 0 rifs T.O.W. 15' 10" (SEE SHEET A5.3) z z 7� 48'-9" x a r^ c DOOR SYMBOL W W o ,-1 _ ,_ _ n j .1_ ..._i I - I WINDOW SYMBOL 0 :_-1 cr ° 0 > E-- ' h FUTURE WALLS = _ _ r- et N. a �w DEM T tx a 1 ARCHITECTURAL PARTIAL EQUIPMENT DECK PLAN OLl ION a W a . 5 A2.5 SCALE: 3/1 6"=1'-0" / W 4 :-.3 cli 0 J,---5 L W z a • o /- 1 ri- ....10 a g C-a 14 i ill o P i F Z 0 N .-'i �. CAD FILE: 3 `� c.Q PROF j 07006—A2-5 Lc, �S G I N � Q _ .4t.„..,,. W 0 8pE `� rr i 0 , o 11R GDN AL \ ;; ; 4 rte, u Expires 12/31/2007 mw w 0 0 O 0 5 0 0 0 0 ,r 1 ‘r, 0 0 0 0 0 0 0 0 0 0 - o — 0 o � 1 I I I -- - - - 1 O ® o 0 0 16 14 - - - o 0 -1 I I 1 _ 1 1 1 0 E I f + - I — 0 3 AI 0 _ F— — — — — — — — — — — IS ----,,,,-- 111 § � e -�- ...T..e HemCon 8 .....,.....,-„ \/. 4 I I KEY PLAN .....,. ....-, CI I _ ��'' — k o _........._________• 11w•••■••............................••■■..........•■■• . Frl a. iE a. I GENERAL NOTES , • -< Li , El:, g A COORDINATE WITH ELECTRICAL CONTRACTOR FOR I I I WIRING INTERNAL TO WALLS BEING DEMOLISHED. ° er d-\ I ' B FOR DEMOLITION / CONSTRUCTION PHASING SEE li re)i . I SHEET A0.2. u y ..k., I I I � i \ 111 Z •° 0 o I , / 4! 2. , 0 0 W C \ i, Z 'o L..- I I I 1N CONSTRUCTION NOTES - U I 1N -iL- LECTRICAL c4 Z 6- AREA 0 1 DEMOLISH EXISTING WALL TO ACCOMODATE NEW III c r: 234 223 = OPENING. ��4• cn z " � Li 2 DEMOLISH EXISTING WALL. g I .olZ a 21 O(—? ii i Q 3 REMOVE DOOR AND MODIFY FRAME FOR SWING r _ DIRECTION CHANGE. �- i DIR CTION C ANGE. a 0 I- Z m I IE 4 DEMOLISH AND SAVAGE EXISTING DOOR, FRAME AND L 'E o HARDWARE FOR RE-USE. W w if W 5 DEMOLISH EXISTING CABINETS, ELECTRICAL, AND 5 I I MEN'S 222 TLT = PLUMBING, REFINISH WALL TO MATCH EXISTING. . 222 I — K ._..."--- ' ' - m 6 DEMOLISH PART OF EXISTING CABINETS IF . f: . E �� , POSSIBLE. •• �•"':- -' -: -0 OFFICE OFFICE OFFICE oo I - _ cx c..1 233 230 229 o (-Ni 1 N LEGEND ------'N) \ .e r„Advz„Ad•rA up:di ri ir,r":„•ra rA•r .5 rA,Ar,, . �- bit( o UJ 7 ( V: 0 0 i 0 ! DEMOLITION W . . 0 d- d- %' vs f Lu fir'. � ; - Ii41,,- OCE OFFICE �' %0 _ M—O / <c _ I ,M---- �-231 0 "Mire I z to % � v .4O V Ca hr. 7 T T 7 0 • .4-,. I - - I J ( N BREAK ROOM 1 {-0 , - 224 I z E ; i - t 0 ... 0 1 U 1 I f-, F ° 1 I « _ \ / 0 0 ( / I Z 0 0' v z I <AV AA'0 . CONFERENCE ROOM s ///. _ , .% to .1...a" - 225 �� 0 I 0 = 0 r-, .. I I 4 - o �, ri = o °_ O SIZ Etf r� (1ARCHITECTURAL PARTIAL DEMOLITION FLOOR PLAN AD2.8 SCALE: 3/1 6 =1 -O . , , 0 i, G4LL 1 CAD FILE: 0 PIIOf 07006—A02-8 GINA+ /p 4 4,', 9PE , 4. �' t/u i ' -1 r. 6 REGO /'• 4 y 4c1? 4 1 /YEN E• C'1'.a ii• Expires 12/31/2007 '1 0 0 0 r, ,• C 0 CJ © 0 0 0 0 0 0 0 0 - - p 0 0E "; _ o O r<A041 IO 16 14 il 0.1 Z 0 — 1 1 ® C I 1 0 E , 0 ' :5 c' 0 .....-,... 1 § 0...-,.... fr .....„ 0 /' HemCon W L,,.. I ....-,. ........, ....., \, i' I KEY P LA N • - . ...-,. /'/ ' , N'-- L Ns. 0 I — FIN 1-11-1 H H ti H ij �{ H I - ` 0 — — \ GENERALNOTES N3,7 II t TI 1 A SEE SHEET A5.4 FOR WALL TYPES. a g 1 I I �\°` B SEE MECHANICAL, ELECTRICAL AND PLUMBING FOR ° 0, ,�,q I ADDITIONAL INFORMATION. 1 C FOR DEMOLITION / CONSTRUCTION PHASING SEE of SHEET m A0.2. 1.7 g-,... 1 I 1 2'-11" 1 Z 2 0 A 0 0 4'-11 3/4" 1, \■( I W to E I ir '\) CONSTRUCTION NOTES w o h I 1 1 CONSTRUCT WALL UP TO THE UNDERSIDE OF �; ELECTRICAL CEILING GRID. Z �, a AREA 34 223 W o m 234 d U 5� 2 2 INSTALL FRAME AND DOOR TO MATCH EXISTING. Z � I I I - L REFER TO SHEET A5.5 FOR DOOR SCHEDULE. UJ _ 0 2-i- 0 f 3 VERIFY EXISTING WALL FRAMING AND FILL—IN, MATCH EXISTING WALL TEXTURE. ' c' _ ,, S G LL EX U R E. , � 0 — 8 8 4 FINISH OPEN WALL CORNER TO MATCH EXISTING. W m o > e vA rrl MEN'S TLT ^--1 Z 8 -s" I I I�' 222 : _ I .■. - _ I l < .■■ r r -.____- 1 1 i.) "---.__I-- LLJ Li) ----- 1) '''') ` �� -1:-- ■ r OFFICE OFFICE OFFICE Q 00 II _ 30 229 c N © r 233 2 0 �. _ t 1-- 1 `�0 0 W EXISTING WALLS i2I(n A. kt.L. AL 1 1 IAJ LI-I 1'1'7 .0' a A3.2 NEW WALLS �[ :I)TYP. {2} PLCS > a.:1,. OFFICE - I_ OFFICE i OFFICE ,Q ,.� i Z N �� H)- - MI- — — — 2-31 — - — CE— — N __ _ _ _ _ I j WALL TYPE U a " art. w: � ° (SEESHEETA52) � Z `� o '- ri_ c,n 1 S pO W ' DOOR SYMBOL 0 c a 1 , 1 GENERAL PURPOSE o 224 I 80 ,9 I W.: n 0 0 0 114( 1 A °WINDOW SYMBOL = " FUTURE WALLS — — — 6 o 01 0 1 , , 25 1 0 v7.6 g 2- 8 0 CONFERENCE ROOM 0 w Z I225 Sao_ © c Umo © I • 1 I c g ° }=1 1 I J Y M U .Q- .y IX I= C A Ni Is J I W Off. I I eo J r 1. N t-,. p J 416: 4 1 ARCHITECTURAL PARTIAL FLOOR PLAN . Es. v it. :4' A2.8 SCALE; 3/1 6"=l'—O" •• kg r- 0 n CAD FlLE: 1 4,����.� PROf 07006-A2-8 n s G I N 4.4, 41; 9 a 4J EG N - L o 44- a1 1 Ay GQ` FN E• u Expires 12/31/2007 N m 0 0 0 0 i ® 0 s 1. 0 0 0 0 0 0 0 0 0 0 0 0 0 C) p — — — o © / III I I 1 I I ---- l I $ o 0© 1 1 -I I 1 I I I I a E 1 g O ® 1J1i mill o o °rAttl I 1 N ---ae .""E---‘i HemCon g KEY PLAN .,... i A. Nui No mosolom of Noo imomiiiim No No Nimmoop oN No NoNommom sio No oo■ No au limmoom No IN moNommil IN No Iff•••• NE IN Imortcos I No mmoNNNom !II< al =el isomoom No EN I IN. as .....■ .. op No owaloomo moi NI oN No 1111111M 1101111=III 1713 1.71— ,0.. MATCHLINE - FOR CONTINUATION SEE SHEET AD2.4 GENERAL NOTES • _ In—rri 1 I U IW STATION DI SYSTEM — A COORDINATE WITH ELECTRICAL CONTRACTOR FOR § t -- _ _ �y :, _ _ _ - ti _ �•.,. WIRING INTERNAL TO WALLS BEING DEMOLISHED-v- e riz v- ./..#--- ; zr— r • •••••,....•.11.1■••••••• e'' '0. 'Ir v, r 1111 ... tt-- .,0.41.4.IIV 1-•-•••-•-•-•-•••••'10 0 /4:::•, 4:, ' ..,'• /:**, ................,� � .... .................... // /// CONSTRUCTION NOTES / ,-:•::••../.::•:.• , .•......•• .........•.... / I / © // I mo/////////J� ....•. ••••••••• �/ ••••••••.•.• -••• •_•:-••••• ' / 0 � /�//` //�i� ///�// F------------1 1 REMOVE EXISTING EQUIPMENT FOR RE—USE ••....••..••.••..••.. / r 'I IN RAIN LINK FEN FOR RE—USE Z m 1 = = 1 .i.7 A l'il'i;Z:i11:1:::::::iiiiiiii•�� // `--f-+`--�` % O L=_____E_E_I 3 DEMOLISH EXISTING CONCRETE SLAB AND FOOTINGS t 2# / ._!-� I - VERIFY BUILDING FOOTINGS UNDER SLAB ARE NOT .:•:•:•:•:•:•:•:.:.:.:•:.:•:•:•:. :•:•:.:•:•....:.:•....:•:.:.:•:........ / DISTURBED. W c 'It ,•,,, ,,,,,,,,, , �� ,., , ,., /it A, � 4 REMOVE EXISTING DRAIN FOR RE—USE. I � o """"""" I I I a- 5 DEMOLISH EXISTING CURB / RETAINING WALL, z.. . Q NOT 0 ,,:,..:.:.:.:*!,..:::::•::::.:::::::::1:. 0 _, L..„ c DISTURBED U SO ,.:....:::„:„.„/„.......„.„, . (...) ILI 0 4 ' : . • "~ %" — — _ _ _ — — — — w 1-11-1 7 — — A 6 DEMOLISH EXISTING DOORS. w 7 if I I �� I 7 REMOVE AND STORE LOCKERS FOR RE—USE. �' IP �� .1173 8 REMOVE AWNING FOR RE—USE. CE ,/ c I; ' 9 REMOVE DOOR AND MODIFY FRAME FOR SWING v, 1 I I I I DIRECTION CHANGE. j w 0 10 REMOVE METAL STAIRS FOR RE—USE. k 11 DEMOLISH EXISTING METAL CANOPY OVERHEAD. E _•• 1 1 I I I I • f= . 1 I i LEGEND - . DEMOLITION o - / 1.2 g RE W DEMOLITION I������I i ;� Lc g F■11 Al i ffil I I I I I 1 ao N.. ft c.) 0 r6 ar 1:,,,, � O fisl,„:.: v 1 � � � W � U ...I ,, 1 I I I I W ,- Z — — — — — — — — — — — — — — — — — — — — A2 ° , - _ _ _ Z CL W W I I I I I i J ° t0 - Z c 2' g C— '246: I*. '''' 0 Svc $ ° idF' p ��' rtt = J AB Lb 11110 411) 411) 10 9 ® c N Fr ii L O! r J "4 • i ice 1 ARCHITECTURAL PARTIAL DEMOLITION FLOOR PLAN Q„,„,. i', AD2.9 SCALE: 3/16"=1'-0” J • LYJ i" M i (T) ' ' W vi N 1- et Z CAD FILE: �i Q`� , � 07006-AD2-9 4 CINA, 4 N • o 7. l g g E� r ea rE 0, o •'EGO 01 A tP13,2°° J *N E. Gg► ilExpires 12/31/2007 I n D O 2 T N L © ,t �' 0_ 0 0 0 —0 0 0 0 0 0 + 3 x o o � o / \ ° C EN ERAL JTES C O N ST R U CT I O N NOTES 7 HANG DOOR, SEE SHEET A5.5 FOR DOOR E G E N a �E■E te ► SCHEDULE. I III I I I_ I _ I _ I I 8 A SEE SHEET A5.4 FOR WALL TYPES 1 CONCRETE TILT PANEL 6 1 2" THICK, SEE EXISTING WALLS i .� I 1 r- o / 8 INSTALL ALBANY RAPIDROLL MODEL 230 WITH o _ _ - o - B SEE MECHANICAL, ELECTRICAL, PLUMBING FOR STRUCTURAL FOR DETAILS. CONTROL ONLY ON SHIPPING & STORAGE SIDE, NEW WALLS 0 III ADDITIONAL INFORMATION. DOOR SCHEDULE. s — — — � Z 2 CONCRETE PEDESTRIAN RAMP, SEE STRUCTURAL SEE SHEET A5.5 FOR D00 o FOR DETAILS. WALL TYPE p 41111® I I I I I _ ► I a C FOR DEMOLISH / CONSTRUCTION PHASING SEE 9 ROTATE EXISTING STAIR STRUCTURE COUNTER-. (SEE SHEET A5.2) I O a. SHEET A0.2. 3 PIVOT HOIST - MFR TBD CLOCKWISE AND CREATE NEW HANDRAIL WHERE X - o a o ON SHEET A5.6. DOOR SYMBOL ® 0 � /, E © W ° 4 8' HIGH SECURITY FENCING TO BE INSTALLED BY NEEDED. SEE DETAIL 11 E Or' z a ;~ OTHER. WINDOW SYMBOL A / 0 Z d 10 LEVEL AND SECURE FREE STANDING STAIR eily r /�1E Y 0 5 PRE-MANUFACTURED INSULATED COOLER WALLS STRUCTURE TO SLAB OR PAVEMENT SIMILAR - - - 0 AND CEILING SYSTEM. TO EXISTING. SEE DETAIL 11 ON SHEET A5.6. FUTURE WALLS - - - °o 0 GATE TRAVEL -.0---- J\T HemCon o . 6 PRE MANUFACTURED INSULATED WINDOW, SEE L,J SHEET A5.5 FOR WINDOW SCHEDULE. 11 DO NOT INSTALL A THRESHOLD IN THE DOORWAY. o u) NEED SMOOTH TRANSITION FOR CARTS. KEY PLAN r. O O N w CO MATCHLINE — FOR CONTINUATION SEE SHEET A2.4 0 ■�....■ .■ ■■ ■■ ■■ IN �.� ■. am ■■■...■. N. NB • ■ ...\1•1 �■.■ - - .•■ IN ■■ ■.■■ .... as •• .■ - - IN •■• r .■ 11■1 is •• r.� IN ■. ■■��.. ■■ N. •..■.■■ ■. ■■ �■�■ IN ■■ ..■■ - .■ ..■■i■■.r ■■ MN i•.. •.■ - .■ ��■.■ ■■ - ..■■■■ al MS �■•.■■ ■■ r. d I I I 4 I I Ala (---6- 4 �. TELECOM ROOM A4.7 1 0 0 } A5.7 A5.7 I 33 A5.7 317 � ° m 0 0 ................... a IL _ ....— o _..................... .... _.._, • • 1 , , yy �„� — -1 __,_ _ _ _ _ ■i 1 t • — — �' ( 1 (6) .- O 0 CZ .. � 31 1 • .r.........w....mr• m......� ■.......s..■ ■■..........r — o, 341 -�- 1 �p Ii NON COMFORMING SALE 0 V9-" 2 R&D A5.7 0 lI 2 g�- TYP. a .�. � & MKT Z I A58 ? iT STORAGE CHITOSAN STORAGEI I I W a 1 a I I I a i- .� 04 0 1 0. it, 0.........—.-0 . =1 Z -2 a C a Z N v 111 C 0 ' 0 U NI h QUARANTINE 4._ ; -co � -2 $� 1 STORAGE 1 .) I I A5.7 IN LAB STORAGE CC 0) 0 N it i 342 c m 1.,.. 1 - - 0 u. 0 ... g lil E , 0 I 1 I I I �'64 V � 1 6 1 1 A5.8 D 6 Q o W W II �P' A4.7 � 0 i I A\ 1 . , .I.N.. -' I _ • ■ SHIPPING � �.. ... • # . MATERIALS R ET AI NING WALL & •! 0 SEE STRUCTURAL �'•'..a MANAGEMENT I i _ _ __ I 1. } 3 41 ..._ RETENTION BASIN 4 • II SEE CIVIL c ink N INCOMING A RAW N � 8cL GEL SHIPMENT \\\ 1 8- I ' \ I MATERIALS & ► co. — I I W i PREP AREA \ �, � IN (ID OUTGOING It W2 d- co _all 1 I I 0 1:'''n Aph I 1 21 341 �1 C� 0 44 :4 T.--© 0 Z h ME ■., �,, I PEDESTRIAN RAMP DOCK RAMP SLAB a o a 41ii 0 o • • 0 or i SEE STRUCTURAL Wo N 1""""I'' A 1 . iii = i 0 .., . i I „ I 1 I I . ^ R eci 15 -9 1/2 6'.._4” 13'--2" RELEASED FINISHED V - ' _ , _ � � At GOODS STORAGE RETENTION- -BASIN I I I d • =Z �I STERILIZED &jj SEE CVL © 3 v o M N 0 I SHIPMENTS .« - o 1 L&I gcn 0 A5.6 1' 0 \- N Z DOCK RAMP SLAB o W a�vt 0 TYP. I I I I SEE STRUCTURAL a ° ......t I I X g . A2 ,.... ..., 5 4 Lig s, RETAINING WALL 3 °n o � i 0 ._ W -1 ..*4 tea 6 2 1/2" I 62 10 1/2 I (0 I SEE STRUCTURAL I I I 4 1- `` Oa. to 11: W o ix ce Q za W L �� N E 3 11 a, t Zi _. I I I A4.7 I 1 1 I i N ° . — ° Z N � 11110 0 . 1 W ° ( 1m 8 I, - I- I: g§ 1 30 PRO 07006-A2-9 ARCHITECTURAL PARTIAL FLOOR PLAN a Gikt 4/.. z A 44., + 4.. 1, cii 2.9 SCALE: 3/16"=1 ' 0 4889P , o Y71 Xa E_ REG (Sid, 4/0 z, i \V 1 E. O 4 Expires 12/31/2007 i T 0 0 ' 'r 0 1 ® ® 0 0 0 0 0 0 0 0 0 o _ - al o o o ; III I I 1 1 1 8 N P I I I I ! I r- _ _. _ o — o L _ - , E_ o ■ ® 0® I I -1 I I I I I o 11%/1 - o Z ..,i 1 ..,1 EAnr G A-1 0— ► I — I — — o o --- 0 § 0 E N —a i 0 e !I E—0———— HemCon s KEY PLAN -: - , I I I , .- I 4'-7 1/2" o A` 0 GENERAL NOTES ,§ i 345 I I I I I a •• A SEE SHEET A5.4 FOR WALL TYPES 0 .. _,. _ _._ 1 1 I - 0 0 B SEE MECHANICAL, ELECTRICAL, PLUMBING FOR - GO ADDITIONAL INFORMATION. E I C REFER TO SHEET A5.3 FOR DOOR AND FINISH w f.._.._ .1.+ I Ci SCHEDULES. -6 r- a w m li:,.. • CONSTRUCTION NOTES ? W ir W at 1 EXISTING CONCRETE SLAB. E N VILE 0 0 0 Ili c li 2 CONCRETE SLAB, SEE STRUCTURAL FOR DETAILS. Z .2 U 3 STEEL BUILDING BY WEB STEEL. 15 Z . . 4 EXISTING CHAINLINK SECURITY FENCE. � o N N U c0 o tp sp. th CHAINLINK SECURITY FENCE TO MATCH EXISTING. � SHED : a 0 6 CONCRETE REINFORCED 6„ DIAMETER STEEL 12 345 BOLLARD. a _•m � • 0 0 • 7 HANG DOOR, SEE SHEET A5.5 FOR DOOR = SCHEDULE. > _ L__ I - 8 LEVEL AND SECURE FREE STANDING STAIR ' W 1 , I I STRUCTURE TO SLAB OR PAVEMENT SIMILAR N N TO EXISTING. SEE DETAIL 11 ON SHEET A5.6. w w ■ t■ •. r ■ 0 —0 c0 LEGEND . ._ ._.0 0 0 0 • r EXISTING WALLS ■• •r.11. • \ 0 I I NEW WALLS 0 r` WALL TYPE II 0 RJ-1 w t a ,00 _ _ _ _ _ _ _ _ (SEE SHEET A5.2) C•, _ �, B DOOR SYMBOL a g - At I I I I � t `o G° WINDOW SYMBOL <n/' : a Co ,Zi W FUTURE WALLS = - = N g 14 v>, i Z r.0 0 :,'261:- / 24 5 / cN ° - R ° in fil I g .„.. L _ a E = o . ;. ,, IN w • CV N ei U 0 I 00 00 O I Qo 0 •• • I 0 Z � �� a. O z '' ol I 0 0 0 0 • o o z _ 0 I W Z — a °” C72 loi ITYP. �' oc � Y .i O lj 11'-8" 5'-5" 5'-5" 18 -0 6'-0" 6'---On M U ...1 y W a � 4 W 00. N 0 i -44 Jr N I I I 0 C1 ♦0)$ ca 111111 '1 M Q_ Ct i >0'4 ® 4 • CAD FILE: ,��OD O 07006-A2-10 * 1 A ARCHITECTURAL PARTIAL FLOOR P LAN 4. .1,. i:: , t.ett , , SCALE: 3/8"=1'-O" ^ � t , •R G• c ;;!Eo # a G 11 1 Expires 12/31/2007 3 ® 0 0 k k ,t‘ 0 0 m 0 O © O © O O O ® O O — — 0 $ 1 , 'j1 I 1 11 f I I -- I I • 8 E� 1 1 1 I I I r- - - - _ — o O L- _ .� O 0 — — o 0 o I I -I I I a E I o w9A4 II er,:drAr40:441 1 allint■Al 4 (2 § ' N _ . HemCon a KEY PLAN - �. 1 ► I � I I N 9 � � ••r A5.7 \ru . . GENERAL NOTES_ . to aQ - - - - - —Ill I B A SEE MECHANICAL, ELECTRICAL, PLUMBING FOR y..., ADDITIONAL INFORMATION. a m ELEV. 21'-1 1/2" A.F.F. 1/2" B FOR DEMOLITION / CONSTRUCTION PHASING SEE ELEV. 21'-1 1 2" A.F.F. o 2 SHEET A0.2. A5.8 I I I I I I C ROOF ELEVATION CALLOUTS ARE TO TOP OF DECK. EE Ali-didr..... l� 3 I I VA I I I CONSTRUCTION NOTES �, �IA I 1 0 0 I u� cin A5.6 1 HVAC UNIT ON CURB PROVIDED BY MFR. o z V i 2 8' X 4' SKYLIGHT WITH MELT-AWAY BUBBLE LENS ' `• 8 I I I I I TO MATCH EXISTING ON MAIN BUILDING. Z y A5.7 I o o 1 s4. 3 MEMBRANE ROOF SYSTEM. �° — — — — — w i i E - 1 A 4 SCUPPER AND DOWNSPOUT TO MATCH EXISTING o t�■..- °�I f I 1 I ON MAIN BUILDING. Q, �►..-1 L 1 0 0 A5.6 0 5 CRICKETS TO BE FORMED USING TAPERED RIDGED m _ INSULATION UNDER MEMBRANE ROOFING. 2 A5.8 I!� � v� 1 1 I I I w E , ELEV. 20 4 1/2" " LEGEND A.F.F. CRICKET LINE • i r r`- � i r I I DRAINAGE DIRECTION -•-- �`---' ■■ is'• - --- r. • I '` ELEV. 20'-3" ELEV. 20'-2" TYP. 0 A.F.F. A.F.F. o M i �W �.',:,.:g gsi :,,Q I I I I I � . ,,,, _____,.. w N N - - - -AI 6..- • A 1 ELEV. 20'-1" A.F.F. I I ao U C� Or'p. W H i 74 ELEV. 19'-11 3/4" c A.F.F. f, Is g _ ',2„, U n I ELEV. 19'-10 1/2" ELEV. 19'-10 1/2" I I I A.F.F. 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L.• - C TEMPORARY CONFIGURATION TO BE USED FOR CHWm F. s AND PCW TO R&D PRIOR TO THE NEW WAREHOUSE ,, • 0 16 - CONSTRUCTION. ili L... , _, ....___.. © Z U ri 4,- 0 CONSTRUCTION NOTES W v) Wfi 2 t J _ _ _ _ *._-a .-•. 1 REINFORCE BEAMS PER DETAILS 1/53.11 AND — i� I 4J 1/S3.12. Z 1,-) ..> 2 REINFORCE BEAMS PER DETAILS 1/S3.11 AND W o 2/53.12. z ° a w 7 li 3 INSTALL NEW 4"X16" DF-L #1 PURLIN BETWEEN i o - - I- _ , - - . I - - _..._ I I _ - - I - _ _ B BEAMS DIRECTLY UNDER (E) 2"X4" SUB-PURLINS. 0 USE SIMPSON MIU3.56 14 HANGER AT EACH END. c 1 ARCHITECTURAL PARTIAL ROOF PLAN -- TEMPORARY CONNECT 2X4 SUB-PURLINS TO 4"X16" WITH . FO: g it " SIMPSON A35 ON EACH SIDE. m A2.12 SCALE: 1/8"=1'-0 W c 4 POSITION UNISTRUT FRAMES OVER 4X16 w MAIN }! W .1 ROOF BEAMS OR GLULAMS, TO BE PLACED ON 4"X4" a) 0 6 SLEEPERS MADE OF PRESSURE TREATED WOOD. :iiI i 10 9 8 5 RUN PIPE DOWN WALL INTO SHED SEE M3.14 FOR ,- , r r•■•■•6■ r, E E CONTINUATION.____. ,_ ] I ~i 6 PROVIDE PPE SUPPORT FROM MEZZANINE BELOW U.� � ice' r�■rrr IN R&D UP THROUGH ROOF TO SUPPORT UNISTRUT . •.•:•'�.■ L rj FRAME. NO FRAME/PIPE WEIGHT TO BE PLACED ON ,`�. 'I / i ' TYP. ROOF. . - 9 - c A5.6 - 7 SEE M3.8 FOR PIPING CALLOUTS AND ROUTING. M ga- TYP. I W ----1. till w 1 > 1 WN •Y 0 � _ p� g gi Ai_ 0 0 0 e UW 950 ;;I:i = = ,..j, ,..1, ,11., ,.41.,' :14i e rill < -,„., 0 0 0 sc," (E) SKYLIGHT _ _ _ i1 _ _ ° No TYP. Z ., ■ 1 U i—I ° '�rn 0 41 lio 0 it Li: II . W g. FA ,,, , i, _ 1 r . 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FRAME ••••••••••••••••••••••••• -: •:•:•:•:•:• :•:• CV...•.M..., 0111,..•_111.11ktIkAAAA11_1■.•,AloAAIL•AloA.110.41-40-410.•-•-•..•_•_•.• 111111111111111111111111111 g P a.. ............ illfr J., ,•4 GASKET SEAL © ALL 14 4. 1 4.- .4' R-19 GATT INSULATION SEAL UPPER EDGE OF FLOORING ,:.:.••••:•••:•••:.•': •.•.•.•. •••.. ....v...., ....... ::::...• •••••• ,... ..:.: \'r(18.79,,:151111111311.614- -';11-7:814:::4L I'I'5.1:1'.:431'. '-'6.':IIN..51:11:l';':58--..:-:114"±..-1:17-?5L-:(184581111;ari..11-111r::'"'':- WALL WINDOW INTERSECTIONS. 4.4' ....1 :........... ......, w4 ■int.* 840*a....tn., .4 .4 il GYP. BD. ...,„0„.:...„,..„ olio MTL. STUD WALL, ....... ...........• ,...... ...... ............ .• ••• .•.„. ••• ••••••• .... •••• : .w:iiie COVED FLOORING MATCH EXIST. 4.4' ''' . '•*"..:•••:•..............:::....••:,• GMETAL AL V PANEL 441) 401 ....,, GYP. BD. (TYR) 111 MTL. STUD WALL SEE WALL TYPES ...... :• ...... .t4.. MATCH EXIST. 4.,/10 ............. ............ iti• c. 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STUD WALL, PAINTED METAL PAN EL--\:""--1 . 3 1/2" MTL. STUD WALL, il ' . PAINTED METAL PANEL-c"--Th w 1 ,i SEE WALL TYPES ■ SEE WALL TYPES r-,1 •,., .4' , ,, i 4.• .1'4 i GYP. BD. (BOTH SIDES) 41 ...... ,, e- 1 ,--. .4 :.: ..--- i" GYP. BD. (BOTH SIDES) 20 GA GALV . 4" MTL. STUD WALL, 20 GA GALV 10° 4" MTL. STUD WALL, OVER METAL STUD FRAMING . , ;.,.. ....... i SEE WALL TYPES 4. . SEE WALL TYPES CO 16" 0.C. SEE WALL TYPES .....r • OVER METAL STUD FRAMING METAL PANEL :2 METAL PANEL 4. i - . 4.4' 4. ...' SHEET A5.4 ...: : SEE WALL TYPES op:, (... . ',:;:i .-:• ,; SHEET A5.2 4.4 ..• • T. 4.1 -' METAL 1/2" GYP. BOARD OVER .1' ,, -•- 1/2" GYP. BOARD OVER 1 .=. METAL STUDS 16" O.C. METAL STUDS 16" 0.C. i r+.1 rtS 0'4 A■ 44:i I■ 1 _ ''.; ..,. %, 2 (c• FLOORING COVE BASE AIR FLOW--) I■4° 4I• III■ 10° w.: 40 ■•"/7 -- RUBBER BASE 2 (c• FLOORING COVE BASE AIR FLOW .4' .1 .4° 4.■ 4.1' ,. ---- RUBBER BASE ...• 1 .. ., , ,. - -- ., RUBBER BASE ., 4--- ..;,-.. .. !Mk 1 r1 MOP" 1111.' 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GLASS ALUMINUN EXTERIOR DBL. �' '�,...,, I DOORS. PROVIDE NEW DOOR > 1/4" P.T. SHIM PULLS & PANIC HARDWARE. L!� w ALUM. FRAME & DOOR - SEE A/ , — — TRIM BEYOND 8 EXTERIOR ALUM DOOR HEAD -_-- . .. A5.1 SCALE: 3"=1'-0" ALUM. •FRAME w/ INSUL. .. .:• GLAZING - SEE SPECS. +�: . \-- . N. 1/4" P.T. SHIM ALUM. DOOR ./ 1,004A,/- BACKER ROD & tJ >j SEALANT 5 ° y I 711jRn HOLD ° a w �- 1 _r�-- (7'"ALUM . SIDELIGHT a :� ° �, 2 _ CONT. MT 3"=1' " c L. BLOCKING A5.1 SCALE. 3 -1 0 o n ® TOP & BOTTOM x 51 : ' sg: -,,', 10 DOOR THRESHOLD < 0 3 : EDGE BANDED " W/ 6" A5.1 SCALE: 3"=1'-0" / I 3 OR 6 3 0 Li �,,...,.�..,. ... MELAMINE, TYP. © N o OR 6" o a 19 ADJ. SHELVES. ; MIL. STUD / / N. MTL. STUD a 3 � L LIGHT FIXTURE : - PROVIDE WOOD FACE MTL. FRAMING At z 1 CABINET; SEE SPECS. :_', o.'�..'�"_ b MTL. FRAMING r z REFERENCE NOTES z 1 2" 5 8" GYP. BD. ,REFRIGERATOR �, ° `� ° / ;• / .t �,CABINET SECTION o t� , / BOTH SIDES 1/2" f 5/8 GYP. BD. REFERENCE NOTES 6/A5.1 I Z °) J //. BOTH SIDES Z �.CABINET SECTION LIGHT FIXTURE > - ,F. o W 6" BACKSPLASH _ ° \ ----- • z °6/A5.1 oo cr, E_ ,Y a .Rt I Z N H.M. FRAME \ -- - , ■SOLID SURFACE \ - N C-� H.M. FRAME W W co COUNTERTOP ° _ ,\ I"_ "" a o ;:el- \ 4" BACKSPLASH © ANCHORS (3) 'T ❑� � _ �, co - • ' PER JAMB, TYP. a P- d o Li.\ \--CO \ =_ `=-.' - WOOD CORE DOOR ....2;1'� DRAWER I. TEMP. GLAZING M i A`./ Al c, SINK 3 3/4" 5 3/4" <c z 1 8 1 4"C� 6" MTL. STUD WALL / / N 1 ,,..,:rii, : ' - PROVIDE WOOD FACE / 8 1/4"© 6" MTL. STUD WALL J W w CABINET; SEE SPECS. ca r; IF' T I o ._ :, _I __ 9 INTERIOR H M DOOR HEAD 11 WINDOW INTERIOR H . M . HEAD tn A5.1 SCALE. 3"=1'-0" JAMB SIMILAR A5.1 SCALE: 3"=1 '-0" JAMB SIMILAR P.EDGE BANDED i" W/ I— 2 5 MELAMINE, TYP. © . '! '! ADJ. SHELVES. 0.11 PROF 07006-A5-1 . eA rw ielaweemwemwesaweme.emV ie �.�<.1! 1.A?Ciff•1?Cdr.A?t t.f.A?C��.C1?t�St.�1�t�"�.!►!l"�e�.�:�?' � 1I8r //�-`� `-- RUBBER BASE ft ► 46 9 A 4 REGO 4 CABINET SECTION (1CABINET SECTION 6 CABINET SECTION N o� �� » Fro yi3'2 J V ib A5.1 SCALE: 1"=1'-0" A5.1 SCALE: 1 =1 -0 A5.1 SCALE: 1"=1'-0" /`EN E. GQ` LL Expires 12/31/2007 0 a n 0 0 W3" GYP. BOARD WALL TYPES � 5/8" GYP. BOARD EA. SIDE.GYP, BOARD EA. SIDE, 3 /2 METAL STUDS 0 16 0 C 3 5/8" METAL STUDS 0 16" 0.C. se ,s,,sssss4%,is s4,R, BATT INSULATION -•.: ••: ....,•.,..,....t.:.•.;.•: ��.:.::: ••:. _ :,..:...1 t.::%i ,..•y:.• S.:u:N• �-,. �. STUDS 16 Q.C. _ i 1` o o '� • • • •� ' • • � • a 4 i � it , 1-- SOUND ATTENUATION BAIT INSULATION a• • v d• a -1 - J § 118 . 4• 0 • • . • • **et.. ;. . • i .....,....F.;. ..... :•a. •••,_ •t- ?... :ti, ;'...,..-...,4::,.:.e.,..:: _••.. ":- 'I: % ..: �,.,: ••2+ U• ° e q a• EXIST. CONC. WALL e •NOTE: . . .a. . d•• • d ' 4° • EXISTING WALL, VERIFY CONSTRUCTION BY '• ••. • • • . • . °_° _° . .1. . NOTE: o LOCATION. 8 WALL HEIGHT TO MEZZANINE DECK BOTTOM. E NOTE: 4X4 TS INTERNAL. !- A" GYP. BOARD EA. SIDE. FUR-OUT WALL AT EXISTING CONC. WALL. MATERIAL SURFACE W i S CS Si i di AID - T'!l& 60 METAL STUDS 16 O.C. / GYP. BOARD 0 an .-, - g ......4 A, Y '' 4 A. A -11 SOUND ATTENUATION BATT INSULATION NOTE: § § t© :: ` -,►- �- T 6" METAL STUDS CAD 16" O.C. 2 1/4" THICK PARTITION WALL 1/2 CLEANROOM PAINTED METAL PANEL - k. i g 4 ___, A. Aat SOUND ATTENUATION BATE. INSULATION 20 GA CLEANROOM GALV METAL PANEL _ NOTE: P7 N 0 WALL HEIGHT TO BE 12'-0" Ala 3 1 2" METAL STUDS 0 16" O.C.NOTE: 20 GA 1 5/8" FLANGE y ti " GYP. BOARD EA. SIDE. WALL HEIGHT TO MEZZANINE BEAM. 4X4 TS INTERNAL. (CLEAN ROOM CHASE} Z •v -:1/2" CLEANROOM PAINTED METAL PANEL SOUND ATTENUATION BAIT INSULATION . .: . =: , ::. :.: /, ♦ ♦ r,� .- (I NTER 10 R) � �� � .. I!J W W 11 si i • : T T T 6" METAL STUDS CD 16 O.C. _• 0 11, 1 V ' A VA& ..4 U is SOUND ATTENUATION BATT INSULATION 1/2 CLEANROOM PAINTED METAL PANEL NOTE: Z © :::.:..,.... :. ... .::.....:. ..::.._.. .. .., ..::: ::...:..... WALL HEIGHT TO MEZZANINE STRUCTURE. 3 1/2" METAL STUDS 16 O.C. c 20 GA CLEANROOM GALV METAL PANEL CLEAN ROOM CHASE HEIGHT TO 9'-4". Z v L 4 • • .t, 1/2" CLEANROOM PAINTED METAL PANEL U� 7 if RUN WALL TO BOTTOM OF ROOF. „ W °3 1/2" MEAL STUDS 0 16 O.C. 1/2" CLEANROOM PAINTED METAL PANEL m "'" 20 GA 1 5/8 FLANGE •c (CLEAN ROOM CHASE) m iii 2 ' 4 " �i liSt- SO UND ATTENUATION BATT INSULATION ,, › .,-5, P " GYP. BOARD EA. SIDE. 1MièMèMM4M4 W It ..-.:::-::::7:::::.7...,:::.;:- 1 .=y•.2• Z: -� •♦ j.+.,41. .. :::-, vr.:,i••ti•• •• •2•: ,- ::+ r• 3 5/8" METAL STUDS C� 16" O.C. 2 1/2" METAL STUD .�' •c'' NOTE: 1/2" CLEANROOM PAINTED METAL PANEL � di-•-.1-2:---- 4 WALL HEIGHT TO MEZZANINE STRUCTURE. 3 1/2" METAL STUDS © 16 0.C. . CLEAN ROOM CHASE HEIGHT TO 9'-4". .. . .t•. 5/8" GYP. BOARD OVER METAL STUD � . •-'�`��-.-.._ .- .- 3 . --- 20 GA CLEANROOM GALV METAL PANEL � ,------* E 1/2» J CLEANROOM PAINTED METAL PANEL L ,,' IL....1,....„ „----2/ 20 GA CLEANR40M GALV METAL PANEL �-�- .%" ....., ___....., 4" GYP. BOARD EA. SIDE. LI\i IA 6" METAL STUDS 16" O.C. NOTE: 2 1/2" METAL STUDS C� 16" O.C. TYP X :. . 20 GA 1 5/8" FLANGE 20 GA 1 5/8" FLANGE W N x ...........,. ... .:.:: ._:..:...:..: ,.. :.:..:_::.:.-'.-. :..-...-.':..::...:...:' • ..-:;...:'.:.:.: t:: WALL HEIGHT TO MEZZANINE STRUCTURE. / r T 6" METAL STUDS 0 16" O.C. `-`� —� (CLEAN ROOM CHASE) " © � �, I A �'' CLEAN ROOM CHASE HEIGHT TO 9 -4". 1/2" CLEANROOM PAINTED METAL PANEL z 11 d - 1 thit C673,5 IPIPm■■■••■■IPIPVIPVIPiPIPIPMIPIIP BAIT INSULATION "�i�1�'iii�liii/►ii�i�i iii W3" GYP. BOARD EA. SIDE. 3 § ; 16 ••••••••••••••••••••••••4 Ell►-t 5 0 I A 5 8 GYP. BOARD OVER METAL STUD "' 1• d (E) / mo • • .e. • 3 5/8" METAL STUDS CO 16" 0.C. _ 1 • -• • ' NOTE: a .�-�-? • a•• • .a (E) METAL STUDS , .° WALL HEIGHT AS EXIST. _ C) 8 • h . d : ° . . •. . • • • . Al."'• CLEAN ROOM CHASE HEIGHT TO 9'-4". " 9� e I z 8• • • (E) WALL (E) GYP. BOARD EA. SIDE. W 11 NOTE: `�,,� FUR-OUT WALL AT EXISTING OVERHEAD DOORS (E) METALSTUDS z L U Irrig �" GYP. BOARD W 4.0 El J p 5 1/2" CLEANROOM PAINTED METAL PANEL al = W o § • /8 GYP. BOARD EA, SIDE. 20 GA CLEANROOM GALV METAL PANEL T til. V 3 5/8" METAL STUDS ® 16" O.C. 41 W S ° _ ' / rr, id STAGGERED 3 5/8" METAL STUDS ® 16 O.C. Ira _ SOUND ATTENUATION BAIT INSULATION M z 3'' METAL STUDS ® 16" O.C. °C � 20 GA 1 5/8" FLANGE N F 4%%%%tsi,, VSSSe%VI4M , (CLEAN ROOM CHASE �: �• 1/2" CLEANROOM PAINTED METAL PANEL o c, 6 1Y AIR SPACE .'" NOTE: -' �"` WALL HEIGHT TO MEZZANINE (INTERIOR) c� 5 I' 1IP i ii1liiiiiiiiiii 7JJ ♦ BEAM ABOVE. , . 6), , ���`��,�������� `�,� SOUND ATTENUATION BATT INSULATION i , p .,z, N :::: ::: ..:...:...:::.:. <. ... ...::....::>.; CAD FILE:IE r\1L WALL HEIGHT TO MEZZANINE STRUCTURE. 3 1 2 METAL STUDS 0 16" O.C. ��,p PRQf�C 07006-A5-4 il 20 GA 1 5 8 FLANGE �c,� G i x� ��� NOTE: CLEAN ROOM CHASE HEIGHT TO 9'-4". / w �' S 3 OUND WALL ASSEMBLY. 4s 9 r` 1/2" CLEANROOM PAINTED METAL PANEL RUN WALL TO BOTTOM OF ROOF. OREG a v 4)1)4/4 y13, O�p,44% If Li. A// N E. GQ` ro Expires 12/31/2007 U E 0 0 h -c y O r DOOR SCHEDULE .. Door Tag Type Width Height Thick Door Mat'I. Door Finish Frame Mat'I. Frame Finish Remarks 111 A 3'-0" 7'-0" 1 3/4" SCW STN-01 TIMELY BRZ 112 A 3'-O" 7'-0" 1 3/4" SCW STN-01 TIMELY BRZ 202 B 3'-0" 7'-O" 1 3/4" MCW WHITE TIMELY WHITE HARDWARE G R O U P S o F CL 214 A 3'-O" 7'-0" 1 3/4" SCW STN-01 TIMELY BRZ GROUP 1 Ei 219 E 3'-0" 7'-0" 1 3/4" SCW STN-01 TIMELY BRZ DOOR VENT - 12"x18" P W • a 225 A 3'-0" 7'-0" 1 3/4" SCW STN-01 TIMELY BRZ RIP J SCHLAGE OR APPROVED (U.O.N.). 1 231 H 3'-0" 7'-O" 1 3/4" SCW STN-01 TIMELY BRZ RIP TYPE: AL-SERIES; LEVER LOCK HANDLES �' 232 H 3'-O" 7'-O" 1 3/4" SCW STN-01 TIMELY BRZ RIP MODEL: NEPTUNE 234 E 3'-O" 7'-0" 1 3/4" r SCW STN-01 TIMELY BRZ DOOR VENT - TITUS AEROBLADE 23RL 18"x18" COLOR: 626 SATIN CHROME t 300A F 6'-0" 7'-0" 1 3/4" MCW WHITE TIMELY _ WHITE KICKPLATE - STAINLESS STEEL 32"x38" CYLINDER: 23--030 (INTERCHANGABLE CORE) P g 300B D 3'-6" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 38"x38" LATCHES. SQUARE CORNER DEAD LATCH 16-203 F STRIKE: ANSI STRIKE 10-025 - +v -o 300C D 3'-6" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 38"x38" N 0 301 B 3'-O" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE DOOR VENT - TITUS AEROBLADE 23RL 18"x18" HINGES: (3) STANLEY FBB 168-26D; 304 B 3'-0" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE COLOR: SATIN CHROME; OR SIMILAR. - -° -° 0 306A G 6'-0" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE DOOR VENTS - 12"x18" 306B D 3'-6" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 38"x38" SILENCERS: BY FRAME MANUFACTURER 306C B 3'-0" 7'-O" 1 3/4" MCW WHITE TIMELY WHITE WALL STOP: H.B. IVES STAINLESS STEEL m 3060 D 3'-6" 7'-O" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 38"x38" - -M N 306E D 3'-6" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 38"x38" 309A D 3'-6" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS 38"x38" N OT E / _ E STA LESS STEEL 38 x38 � 309B C 3'-0" 7'-0" 1 3/4" MCW WHITE - TIMELY WHITE KICKPLATE - STAINLESS STEEL 32"x38" ACCESS CONTROL HARDWARE TO BE FULLY II 309C C 3 -0" 7'10" 1 3/4" MCW WHITE TIMELY WHITE KICKPLATE - STAINLESS STEEL 32"x38" DESIGNED AND INTEGRATED ONTO EXISTING ACCESS Z: 315 E 3'-0" 7'-0" 1 3/4" MCW WHITE HM WHITE DOOR VENT - 12"x18" CONTROL SYSTEM BY CERTIFIED SECURITY SYSTEM Z 9 CONTRACTOR. tam 317 L 2'-8" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE W CE c W dE 318 B 3'-0" 7'-0" 1 3/4" I-HM WHITE HM WHITE tt 337 _ A 3'-0" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE Z — it,. 0 f 339A D 3'-6" � 7'- " 1 - 38"x38" rj U 0 3/4 MCW WHITE TIMELY WHITE KICKPLATE STAINLESS STEEL 38x38 _ i ,!- 339B A 3'-0" 7'-0" 1 3/4" I-HM WHITE HM WHITE Z 339C B 3'-O" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE w o ri 339D B 3'-0" 7'-0" 1 3/4" MCW WHITE TIMELY WHITE Z U '° - 12 0 341A J 10'-0" 8'-0" - FABRIC - ALUM - ALBANY DOOR SYSTEMS RAPIDROLL 230 W/ 46" VISION PANEL id 341 B K 8'-O" 8'-0" - STEEL ME STEEL - ROLLUP PANEL DOOR TO MATCH EXISTING (INCLUDING SECURITY GLASS) _ co °- 341C B 3'-0" 7'-0" 1 3/4" I-HM WHITE HM WHITE WINDOW TO BE SECURITY GLASS Ur � If 341 D K 8'-O" 8'-0" - STEEL ME STEEL - ROLLUP PANEL DOOR TO MATCH EXISTING (INCLUDING SECURITY GLASS) CC : g ic 341E A 3'.-0" 7 -0 1 3/4" I-HM WHITE HM WHITE > c r 345 A 3'-0" 7'-0" 1 3/4" I-HM WHITE HM WHITE >WI 1.5 I Door Material Abbreviations Notes: SCW = SOLID CORE WOOD ME = FINISH TO MATCH EXISTING • MCW = METAL CLAD WOOD RIP = RE-USE IF POSSIBLE - - I-HM = ISULATED HOLLOW METAL . .1-= J s WINDOW SCHEDULE 4-g 9 G to 0 e" ( gi Window Tag Type Width Height Frame Mat'I. Frame Finish Remarks te - i§. 301 2 1'-6" 3'-0" ALUM WHITE SINGLE PANE a X1 311 1 10" 10" HM WHITE 1 HR FIRE RATED WIRE-MESH SAFETY GLASS W/ 1 HR RATED FRAME w 341 3 6'-0" 3'-O" HM WHITE DUAL PANE - INSULATED W � .ac ei g l 'q ri 1 1 � z A5.6 A5.6 v L I 3'-O" 3'-0" 3'-0" . 3'-6" 3'--O" i / 6'-0" i 3 U in o 1 a fn i /7f--6 /- r-9 6" 6" A5.6 A5.6 A5. atIt ' 6 g \ f-', klt- f-, T.• • f7 cs(-1,- , „ , k-, it' „Al k-Nc. , , ........., 1 \ ,/ , 0,,,/1 o %, o %,/ o % `\\% b % `\ 0 0 2 TYP. --�� ,.-1 -6 2 TYP. -`..�' 6'-0" a A gi .i 7 ,// / 0 , \ ' a / # # \ I Iqk 'gl ,/ G3 Q / N d / N Ci // N / O O /' N O / \ N ---__�C .__.. \\� r``' 1~ \ � N. \ � f'\ \\� I \�� I` I`� \�� i' tom• �• ]KN_ Q C a TEMP. TEMP. TEMP. __ TEMP. TEMP. w I y �. • .= =-= GLASS \ GLASS GLASS GLASS GLASS _ _ " Ed _ "•� •� �,� 5 0 AFF 3 0 AFF a -- ---y ---_ �`I © 3 -0 AFF x 5 t W A s c KICKPLATE p KICKPLATE DOOR DOOR /� DOOR °- ° a = ° d 32 X38 38 X38 VENT 0 �/ ' °C ° • VENT VENT 3 -0 10 -0 8 -o N N W , / i " " , az 51/4 2 -8 1 2 3 M = � PVC VISION \ _ PANEL N y ii "�` k--\- °� to j 5 wwn 1 ° 2 WINDOW TYPES °a. G Q its I c, cv I o A5.5 SCALE: 1/4"=1'-0" .".4"' �a. I r w -CO w / -, I g Tich',3 TEMP. 0 fli LAS 4 CAD FILE:M .D PR OF 0006-A5- 5 g , • \ /4 //4 IN4/\ etty m H K 7 889PE ' t 0 O 0 0 el )`'E O 0 N a (ThDOOR TYPES <Y13,20 'J4 c7 1-,, A5.5 SCALE: 1/4"=1'-0" N E. NJ W Expires12/31/2007 tL C v 4" OR 6" 4" OR 6" MTL. STUD 6 1/2" — 6 1/2" f f MTL. STUD----- /\/ MTL. FRAMING ° MTL. FRAMING oz a » 1/2" GYP. BD. �° — CONC. TILT °�° 1 2 G a a CONC. TILT $ ieit ff — / BOTH SIDES a PANEL 1 2 GYP. BD. a p a 1/2 / ° PANEL ° : BOTH SIDES a \a / 4 IN H.M. FRAME cv N.M. FRAME ``'' —"' H.M. FRAME L: 4:j_ .iv \ �, -4 "� H.M. FRAME _ 1110•44411 1.4.4.1 a ANCHORS — (3) ANCHORS — (3) —aC 0 PER JAMB, TYP. PER JAMB, TYP. . AURM HOLD \TEMP. GLAZING T D OOR DOOR - TEMP. GLAZING a a 18 N k .., 1 ;—; 4" 5 fi 1/4" 5 N 8 1/4"2 6" MTL. STUD WALL 8 1/4"O 6" MTL. STUD WALL . . .a a o m 1 DOOR HEAD © STUD DOOR HEAD © CONC . WINDOW HEAD © STUD (ThWINDOW H © CONC . 5 THRESHOLD ' o .0 A5.6 SCALE: 3"=1'-0" JAMB SIMILAR SCALE: 3"=1'-0" JAMB SIMILAR SCALE: 3"=1'-0" JAMB SIMILAR SCALE: 3"=1'-0" JAMB SIMILAR "— '— " A5.6 SCALE: 3n= 0 a0. g� 15 m ar Z 2 it - fr ic, 3, AI . "/ SEALANT W c LI ul LI f_k: i" r.. / ROOFING 47.2 li ARIL— CONTINUOUS `���' LI i N, 1 1/2" FLASHING W PLATFORM 8 1/2" I /` . FASTENERS SKYLIGHT T c DECKING y TYP. I METAL 0 © 12" O.C. ASSEMBLY c� g� I I HANDRAIL / Z PLATFORM (E) TRENCH / -••..— gi : CANT 8 1 2 z / 2X10 CURB/ 1 SUPPRT `° / STRIP NI / MEMBRANE l t ig r— �P' METAL STAIR \\ \ oo METAL STAIR � I METAL STUD : ■ ` I I CANT I \\ SYSTEM \ \ SYSTEM ••.,,� 1 1 /� ROOFING STRIP u m \ I �\ W C 'P \ \ °° LAG BOLTS ff '�%:_"::%%_ �'"� \ \ \ \ / 3/4 WOOD MEMBRANE > _ -� \ \ \ \ �, I THRU / DECKING ROOFING 1,,, tri :si :,. I METAL STUD / -- I f�r•�ir .rte► .ii��� \ 3/4 WOOD \ \ °0 \ \ (E) CONC. 1 / . DECKING A�' �� B\ BOARD INON = --1--- 4W,4 — N GYP. BOARD .. —_ . 1 / __- \ \ t r /,� t ° WALL / III . �_ .. .WALL a. 4 CONC. I / II .. .:- _�r `_-_ -- a ANCHOR - - 2X6 FRAMER TRUSS r 2 t 7 BOTTOM OF STAIR (8HANDRAIL TO WALL 9 TYP PENETRATION o 6 TOP OF STAIR ROOF 10 M SKYLIGHT CURB A5.6 SCALE: 1 1/2"=1 —0 A5.6 SCALE: 1 1/2"=1' 0 A5.6 SCALE: 3"=1'—0 A5.6 SCALE: 3"=1'—0 A5.6 SCALE: 3"=1 '—0" W ti - �z h W zW Q (1,Ow f 3 —6» METAL a A f » f » ry I/ f/ HANDRAIL =12, i t;-ri! 1 —0 5 —0 � o000000000000000000o '� METAL 00000000000000000000 METAL STEP oc �/ / V TIP. / 00000400000000000000 C cn d /// HANDRAIL w o00000000000000a000 (SEE NOTE) o IF w Q• 0 0 0 0 0 0 00000000000000000000 o°o° o°o° o°o° 00000000000000000000 ° ° ° ° ° ° w SEALANT (TYP) ; }Z oo o o o °° METAL STEP 000000000000000000000000,%0000000000000 00000000000 aoo0000 METAL p: o °<>°<> °�°� °�°� (SEE NOTE) \ 0000000000 . . 00000000 �„ _ +- F= °000 co°°o °°°° ) 000000000 . 0000000000 HANDRAIL © ° ° ° ° ° y ,� 3"� PVC PIPE r 5 ° o ° ° ° ° 0000000 000000000000 TYP �z c °00°0 0°00°0 <> <> METAL 000000 . 0000000000000 STAIR ° ° ° , o°o °o°o °o°0 0000 a 00000000000000 ° W °°°° °°°° i::: HANDRAIL \ PLATFORM CONC. TILT PVC CAP 5 ��o °°°° m PANEL tr:-. > 1 o 0.0 °°o°°o °o o c o a 4 ° Q 0 0 0 0 0 0 w STAIR THRESHOLD ° BACKER i I! �, o 0 0 0 ° o r;r DOOR °°° 0 0 / ROD �1 METAL STUD w METASTUD y 0 0 LL WALL4 U opao A56 A5.6°o° CONC.°QOO x 0 0 PANEL ° W a4 SEALANT a ba: -• ---•' d ° � G ii 41.41!.4,•.11*!!lliii_iii..i_i_i1.i_iiii M*11 l�i�i�i�i�i�i�i�i 011 44i1i1iiili/iiiiililiiititititi tits liiilililili/iliii/iliiiii!!!1 1!i!i!i! li�i�i�ifi ° ° d a ." a i CONC. TILT - — _ _ --- .. PANEL CAP -, r s a • AP _ , NOTE: NUMBER OF STEPS MAY VARY NOTE: NUMBER OF STEPS MAY VARY ° ° ° CHAIN ,,�, = W DEPENDING ON ELEVATION CHANGE DEPENDING ON ELEVATION CHANGE a a 1 N lifF W 11 EXT . STAIR PLAN (?SEXT . STAIR PLAN 13 . STAIR THRESHOLD 14 PANEL CONTROL JOINT 15,, GEL TRANSFER CONDUIT o A5.6 SCALE: 1/2"=1' TEXT . 1/2"=1'—0 A5.6 SCALE: 3"=1'-0" A5.6 SCALE: 3"=1'-0" " j `'� i / A5.6 SCALE: 3 =1 —0 a 'Oe o F- p ,...r, _...- CAD 0,11 PROF �=s a .4' t 4'74889P , � , � G a ,--- ' -EGO N F 0 A 41,13,20 t4 J Lb ii N E. e' ,-„,... cs Expires 12/31/2007 iii 8 0 A O r T , - ,, a .q .s7 , , ° ,.., -.— (E) CONC. , ,, PANEL TILT -, , , ,:, v -, (E) CONC. 0 i v , cf --- (E) CONC. TILT PANEL (E) CONC. ______, TILT , Q ---> „ ,,, TILT PANEL ,, ° TILT PANEL-- .,, , 4 */ PANEL , 0 P , q v , ° , 20 GA STEEL a. N < z 4 < 4 4 ° 1 v V 'cl SHEETING re N 4 N7 , .ci ° 4 o 9 v Ci ° PANTED TO g fil FLAT HEAD 4 t' 0 EXPANSION 20 GA STEEL 4 N 4 4 4 4 az <, 4 4 4 4 E.V.A. CLOSED .<- ATTACHED ANCHOR SHEETING 4 b. \LI < < < CELL JOINT i -.- - -- --- USING © 8" 0.C. PANTED WHITE , ,,, , v , V CI a A 4 < MATERIAL , 1'-0" .A 4 , / v. 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A5.7 SCALE: N.T.S. Z .2. 0 NOTE: E.V.A.E.V.A. = ETHYLENE VINYL ACETATE NOTE: E.V.A. = ETHYLENE VINYL ACETATE NOTE: E.V.A. = ETHYLENE VINYL ACETATE U 0 4- = '46 I.3 3 W C w fis Z .2 I, 5... N, Z '4 A ILI g 5 1 sp, A5.7 20 GA STEEL SHEETING 20 GA STEEL THRESHOLD Z 0 2 1 PAINTED WHITE, ATTACHED PAINTED WHITE, ATTACHED W 7 g (E) ROLLUP DOOR 20 GA STEEL SHEETING EXPANSION A5.7 USING FLATHEAD EXPANSION USING FLATHEAD EXPANSION 11,11 0 21 ANCHOR LAG SCREWS CO 8" 0C ANCHORS © 8" 0C PANTED WHITE CO 8" O.C. . . . . U tec 1 1.1 _J AV , . I . I Wi E > .a 1 i k 2, ,' 111 5.1 11 . . r j (-- I [ . ° .- . . 4 . a . ' a i I 4 D d ° 4 1 Lti. w • ''' f % -. . _ :"... milloi - I . , T e — ,.. , • ...-. 4_...___ .. . , . . 1 : . ... .. . . . , I 0-4 r 4. 0 ' ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 ' 0 0 0 0 0 0 0 4•4 .. -■*.^ % e . • b. ' V \' ' '''. IOW' 4.0 a• a a.""'_.-. I /1/ .1 si 5 ROLLUP DOOR TRANSITION '-s i Om 6 MAN DOOR TRANSITION l'27.' ' - 1,1 A5.7 SCALE: N.T.S. NOTE: E.V.A. = A5.7 SCALE: N.T.S. 0 reg a CAP FLASHING WITH CAP FLASHING WITH a — at, EXPANSION FOLD EXPANSION FOLD 1.1.1 El , • 8 z •-• hi 2x6 CONTINUOS 2x6 CONTINUOS 6 8 BLOCKING BLOCKING g cer, EL, ti rn c t 0 20 GA STEEL SHEETING 8 ,in egi B. ai ,r§ PAINTED WHITE, ATTACHED E iri olc ' • t>" (E) ROLLUP DOOR 20 GA STEEL EXPANSION 0 0 _ USING FLATHEAD EXPANSION (E) CAP q SHEETING ANCHOR LAG SCREWS © 8" 0.C. MA/ FLASHING r 5 PANTED WHITE ....... r......ct wz IrMlIIIlllIIIIllllWAiimimii..mAlllIIllIllll1 - /-> . --\7>< ' :_oi , . viik A li CI .pp „. 4,,,,, •,,,-,,,, ,........................................_. , , , . , . . V : Vv, A \ 0 '4 .' IIVAMIIIIIIII e. / 4 -6 8 1 tn6 4 , . a . . , • . <1 4 'SI ci ''' 4 cj v CI V V V 0. r di ig•.! Vv. vc] ° L r-- _1 iiii ,• 4 <, x °4 * .,A ,. - CONC. .4 0 0 11 11111111111111 (E) CAP , 7-- „ . 7 irommg E r & v , , TILT PANEL . c, , , 4 _ . 4 V V 'q 0 D la milk: N E . . . 0 % : 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 , , ., . . 4 b.. TILT PANEL ° 4 4 Ca) CZ ,ci CI'q : V r‘) x w E v , ,, , tot ce Z 83 v G .. tx 0 LI5 La, rsi r■ u. a I COMAN / ROLLUP DOOR TRANSITION (*DN . WALL CAP FLASHING ( s . WALL CAP FLASHING . ... 1 A 5.7 SCALE: N.T.S. A5.7 SCALE: N.T.S. A5.7 SCALE: N.T.S. o ›- ..., Al IS ,0. d gl .. tg . ET g (Tlw. lJI P' . iima CO - i 1 CAD FILE: N 0,PPROF I 07006—A5-7 G 4. 4) 4„k, 7 889PE *rovP r8 b." A RO -E- c.1) 4,,11 o, /, /. 413,2P ‘54. C17 AIX/ OR% .4.- E.. 77 Expires 12/31/2007 1,,E5 . , (2- -0 CAP FLASHING CAP FLASH 1"x6" CONTINUOUS BLOCK W/ EXPANSION FOLDS TOW MEMBRANE ROOFING TOW _ 1 "x6" CONTINUOUS BLOCK o » EL 21 —9» —...— ,,,....•''''..- a �'='� ►=/ MEMBRANE ROOFING EL 21 —9 \ . 3/4" PLYWOOD DECKING TOD a4 ' e " oL 43 TOD ° d - °` EL 21 '-1 1/2" a° ° yyy , R. U ��. •. d VARIES . Q WeY?e%, . ° 3/4" PLYWOOD DECKING 0 e • e g • d. 0' d ° d. R19 BATT INSULATION ° R19 BATT INSULATION W i d.. a A •.. h-1 JOIST " ,;. CONTINUOUS 4"x12" FRAMER ,_ • N =` CONTINUOUS 4"x12" FRAMER J ° ~ QQ 6 1/291 CONC. o d Vi : .4 00 a °a e° 4 TILT PANEL o v/,‘ { 1/2" GYP. BD - o W 0a-- N % R19 BATT INSULATION , • • 1 6" BASE S-- a r-- a. e° e .. e 6" THICK •° O-°d ' • . . 6" THICK ° e ° a a ° 4 a + (E) CONC. SLAB ° CONC. SLAB 0 CONC. SLAB s : SEE STRUCTURAL SEE STRUCTURAL ce FIN FLR FIN FLR e ? e . > EL 0 —0 °Q .. - - - .. _. • ti EL 0"-0' e a EP:.-i a >• G ♦:. °d •y > . Q ° a °e- • W O° a • e a a • d d (E) TILT PANEL e b 44 y W C CONC. TILT PANEL c i v�-' ° 4 4 Abs a e a 4 a (E) FOOTING "' 4 TOF —�; e: �-- TILT PANEL TOF f CONC. FOOTING -� N` a � ING EL TED CONC. FOOTING EL TED SEE STRUCTURAL c °.ea. SEE STRUCTURAL e. 4. - � .r, W 7 gl III t3 el tE co Nv li, 5- ig 1 CONCRETE WALL SECTION 2 DOUBLE WALL SECTION A5.8 SCALE. 3 =1 —u c CC A p 1 A5.8 SCALE: 3 =1'-0 •Q, W I t 7 • . •• .61 oi Z 0 .i " . .. it cn Z Li W tp aN X05 QA 'o c•I gil - Q 0 i 3cl 95. 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(, T . _ 'm,''- AID` v © o U O o 0 83 Q v°n - 8 6 TITLE: LYOPHILIZER #3 & FACILITY EXPANSION HemCon 1 1 ARCHITECTURAL CUENT: EVERGREEN ENGINEERING 10575 SW CASCADE AVE, SUITE 130 , I •• PARTIAL FLOOR FINISH PLAN Engineering and Construction Services w LOCATION: T{CARD OREGON 9T226 REV. DWG. A6.3 J08 # CUENT REF. it DES. MN. D. TALBO CHIC ARM S. CRUFT' t ;•y. } . 2 JPD r SEC 03/02/07 ISSUED FOR CONSTRUCTION SHEET OF • 4'r' ; t ' NtlJ4 ERIE • • • • 1,• = 1• - DATE:12/6/04 we DOVE 1' � t we Ply see. tQ 1 OR 9112 ganger sr1. OR ��w 1 SEC SEC 10/31/05 AS-BUILT it�� ,,,rr I ,� z Wit? �, ,♦�]j`�'��,�{,! `i�� �� a' kOOK R MAY j t� �-177 7 FAX: 6fl3) 4.'�Y-4 67 /(541) e4--477t FIVE (641) �M4-eiu • w e • J 'r! PROJECi1ON NOT DE SUfTTARLE • SAFE • OTHER PROD 3 •. OTHER USE OF THIS 1 e • • 2 OONSENT OF 2''',2 2 ENGINEERING LLC Is PROHI O. - REV. BY: APPD. DATE: DESCRIPTION 0 0 0 s I ,D O ,F O i 0 0 0 0 0 0 0 0 0 0 — — 0 Y 1 f f I I I I I — I 1 f �I 1 I I I I I r-- - - - - - 0 MATCHLINE - FOR CONTINUATION SEE SHEET A6.2 O L _ — I ® x+11 ---- U1 �■■■ v ���MM��i�i■nr■■��w■ .�...:.�:.�--����--U��t111��.= __ _ — _ _ ��A �U L -r Z _�► l� �wll.w�n■■ 7 ��'.-.! .-.� �.-. ..a.- -....-�i �..-.�..�...�..� �. :....-. ..�a •■■r-�-- li■w �■ii�i �.� 0 O III i ��L:ai� � �i ���rr. ice wG LG i.�i� —iii�i� r �- - l_—�i��IIl ■■■►]I - ,000► : = ;� I 1 �I I f 0■ a.I — �■■�I■■■■■■■■■■■■■■■ri■■1 ► SIN 1111 ...ill 1 I + I o 1 0 ■■■1 ■■ ■■■ [.■�I■i_ for Ill ■■ r/1 0 - - 0 weimiwi-1 00 \ i : . : inn :ion - 111� 1111 ►] HemCon 8 ci ICI ■■ i RESEARCH & DEVELOPMENT I[/� ■■■11.. I KEY PLAN _�. _ — : AMIN ■■■r1_ ' 1 P •0►, CT 1 N ,. I WORK AREA a ;1`1■ �11■■[] 1 a EA KEYED NOTES 329 I11 ■ Mil __ , co 4K, Ire ■ ■�� F11i 1 INSTALL PPG MEGASEAL SL WITH A QUARTZ BUILD UP IN A 0 0 ci ll■ �■ ■r _ I Q 3 LAYER APPLICATION TO A MINIMUM OF 3 16" THICK. N a W I -■ ■`� = ENSURE SUFFICIENT QUARTZ IS IN FINAL COAT FOR NON- _ / SKID FLOOR. UTILIZE SPEEDCOVE 6 BASE FOR EPDXY COATED a W . - aril; W WALL BASE SYSTEM. CONFIRM COLOR WITH OWNER. i/lam ; ■■r� i g Z IP I`l�� BM ►] Z CLEAR COAT FINAL LAYER. n, N 0 o ' °- INSTALL a A11 1C1 ■I i1 Q 2 NS ALL PPG MEGASEAL SL WITH A QUARTZ BUILD UP IN A �■■ 11..,.E aP• z (3) LAYER APPLICATION TO A MINIMUM OF 3/16" THICK 0 I - - � � � 'l] S. ■ nimo : :1:1 � AROUND PERIMETER OF ROOM AS SHOWN. FLOOR COATING li 8 A. III ■■ t1■11■ : r •JL)U :' TO COVE UP WALL AND EXTEND 8" OUT FROM WALL, 6 MO 1111■■■■■ k ::C� =11G: COVED RADIUS. UTILIZE SPEEDCOVE 6" BASE FOR THE EPDXY Z •v 6 T‘ ig _ 11[� ®1111■■■■ : •i ° COATED WALL BASE SYSTEM. CONFIRM COLOR WITH OWNER ��l - ■■■■■■�_ 3pi2:..: . . . _ _ I CLEAR COAT FINAL LAYER. CE i 1 ,N# w br 11111111111111 1111■■■■■ ' ' ' ' ' ' .111 Z 3 REPLACE ALL PARTIAL TILES WITH MATCHING. 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MANUFACTURER: GERFLOR zo r - - - A2 LINE: MIPOLAM cn 6 STYLE: "ELEGANCE 290" t z v iti SHEET: 0136 x 5 I I I I I I \\\ MISC: SELF COVE BASE } a (0 fg, .J = O o SEALED CONC. re �-^ EPDXY PAINT c:, oz � ° ' W W cr 1 A MANUFACTURER: PPG ad = o 4111) • alo LINE: MEGASEAL SL o _j p 1 0 9 8 EPDXY PAINT STYLE: 99-6650 SERIES a W COLOR: CHECK WITH OWNER N 'Q 1 J Q ce L. ,g5 1 PARTIAL FLOOR FINISH PLAN o r0 P. A6.9 SCALE: 3/1 6"=1'-O" a. 5 V W 46E.g M _ W P et X2 M CAD FILE: opPROT 07006-A6-9 a 4) tr, 0 �S GINA+ 4$ 4 7' 89PE e'' 8 c... 0 1/ r N.' rn •'EGON - N , 00 '' A Y13,2 A ,J N h� G iml L. FN E• LF,,,, Expires 12/31/2007 fil 0 x 0 0 O N .a O k r ® 0 0 ® ,1' � ,1- 4, kt 0 0 0 4 0 0 ® ® O . e • 10 9 8 4 °"' TIP reryw l l / $.44 P _ _ _ _ _ - ///,11 011 ► roll) [ 11 � on � III Iii - 0 - �, ��1 I I I I I ��/ / 0) r. (� ICI 0 �) r,. I — — — 0 Z // (I1' • - IIi111 - 111 ill iil . 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I \ RAW .� .,�i ca_ CI T GEL SHIPMENT OFFICE - - _ OFFICE _t OFFICE _ _ PREP AREA \ MATERIALS & ;}II 2321 ' -123 1226 0 I !' . " � cor rm Boot PALLE1 I T i SIORASE STOWS�j igliNii ptb 98'x42' fB'x42' /' GENERAL RPOSt ir ( y o 111111111Ill i . _c-'' 2 I .1 pa 9tPPMt;SLIPPLES - Dom.. U hi i _ . 1.0 I H iiiii 3'x r Ir: f litir______________________A ii 0 It RELEASED FINISHED _ _ GOODS STORAGE I W 0 STERILIZED W w SHIPMENTS E- m cz CONFERENCE ROOM ! I °`� = Z p (2251 I p° 0000s FINISHED asp of c o® awwaor& atwt� E a�wano otwdwtttoE 2 Cc gr 98'x4Y or 96'x4r 98'x42 a' :v 33' ' LY. Q li. w A2 v W .J s 1 fV d Iii .., 11 i."--- 1"-- Li. 25 u! o n. Q g 2 FURNITURE LAYOUT PLAN -- FORMER XO SPACE CDFURNITURE LAYOUT PLAN — SHIPPING & J STORAGE i A7.1 SCALE: 1'=10'-0" SCALE: 1'=10'-0" ci j: Lt i „ 1-- 0 Z (:)-- N M CAD FILE: p,`���, 07006-A7-1 W c L -EGON -a tP G 0 ` jY32© 4 C*,p, , ,J, tiFN E, G W Expires 12/31/2007 O E 0 0 n 0 0 I-4 .1-L.-- '.--- i 14-4„,.._ _ _ _ _ _ . . NOTES LATEST Ir 1 EDITION OF TIGARD STAANDARD CONSTRUCTION SPECIFICATIONS ("CITY STANDARDS"). IIII r V V V 2. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL MAKE THEMSELVES FAMILIAR WITH AND HAVE AVAILABLE ON THE SITE THE LATEST EDITION OF CITY STANDARDS LINII 3. THESE r IN THE EVENT OF ANY APPARENT CONTRADICTIONS BETWEEN THES cr:F.* , r" / / DRAWINGS AND CITY STANDARDS, CONTRACTOR SHALL CONTACT er 7 4, • - INEERING TO RESOLVE THE APPARENT CONTRADICTION A V ,,,,01-'' ' Or i ,,, i .46 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED rr gta° / ' ''IllOr ----lir I' BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-0010-0010 THROUGH OAR 952-0010-0090. COPIES OF THE RULES MAY BE OBTAINED BY CALLING THE CENTER. THE ' TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS ( 0 )232-1987 5 3 5. �. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE ONLY. Ailli D " I CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION. CONTRACTOR SHALL NOTIFY ONE-CALL UTILITY LOCATING SERVICE, PHONE 800-332-2344,A MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK OR EXPLORATORY EXCAVATION. 6. M D LINES SHALL E PVC 3034 SDR 35, UNLESS NOTED• Ill • 111 a STORM DREIN INE S PLANS.LL B ,44,,,, 7. CONTRACTOR SHALL PROVIDE AS-CONSTRUCTED SURVEY "1" 1."9' INFORMATION TO ENGINEER, HORIZONTALLY AND VERTICALLY 112.�-F LOCATING UNDERGROUND UTILITIES, CURB INLETS, AND OTHER SITE 111W . F III FEATURES. .._ .-. . 8. OR DAMAGE TO EXISTING FACILITIES AND UTILITIES SHALL BE REPAIRED . REPLACED BY CONTRACTOR,ACCORDING TO CITY STANDARDS AND CITY SATISFACTION. 9 O ALL WORK DEPICTED ON ALL CIVIL/SITE THESE NOTES APPLY T SHEETS, C-1, C-2, ETC. 10. THE ILLUSTRATED PORTION OF EXISTING 12" CONCRETE STORM DRAIN IS TO BE REMOVED. BACKFILL AND COMPACT BENEATH PROPOSED 1 ___. ____ i .fri +, / BUILDING ACCORDING TO SPECIFICATIONS ON STRUCTURAL DRAWINGS. / r 11. SAWCUT EXISTING ASPHALT CONCRETE SURFACE AS REQUIRED FOR '441 , _ . ... ...... li ra IN, iii la �'' ' STRUCTURAL DRAWINGS FOR ' TR CONSTRUCTION N Ailditil INFORMATION ABOUT FOOTING DESIGN. ill / / / alr 111 1111111 EXISTING 12 LOADING DOCK FOR CONSTRUCTION OF NEW STORM DRAIN AND MECHANICA RAMPS, SAWCUT EXISTING ASPHALT CONCRETE. EQUIP - 1 / 4 AND PATCH IL T DRAIN TRENCH WITH COMPACTED 3/ 0 13. BACKF L STORM w �A►�iAl►: �►: ti�►Ew ALT SURFACE. �--- E JA'' 110, PROPOSED• -..iiiiall 14. AT ALL ASPHALT PATCHES, TACK THE CUT FACE OF EXISTING A.C., AND EXTG CB • Q r r . M TOG 107.8 '' X'ANS � • E NT PATCH WITH SECTION SIMILAR TO EXISTING A.C. OR ACCORDING TO ■IIII IE 6" DI 106.77± ,; .'Rt HITECOTURAL AND . _ ED 11 1111 7-93 ,. �� HICHEVER IS THICKER. W ► REMOVE EXTG 15. PRIOR TO CONSTRUCTING ANY PORTION OF PROPOSED ` FF 112.0-FEET intA ler Al ,, � .1111 CATCH BASIN STORM DRAIN, CONTRACTOR SHALL BY EXPLORATORY EXCAVATION- Air EX-G CB EXTG CB EXTEND 6" PVC ► ,,i► ►� ,,�, ,��� ,� 107.8 FROM EXISTING �. LOCATE EXISTING STORM DRAIN AT APPROXIMATE LOCATION OF r TE0 G 107.8 O .� ''. � ' PROPOSED PROPOSED CONNECTION AND DETERMINE ELEVATION. REPORT TO SITE E DI 107.0± IE 6 DI 106.95± STORM DRAIN T� ► , /. � , _ Air „............._..,..,..._......._...... " •�� `'`' ►�' ��� ''�. NEW CATCH ENGINEER 541-760-1861. TYPICAL OF TWO LOCATIONS. PROPOS �! STS DRAIN. i► �''' / 4 'o • 4 . ' BASIN. TO, \ 411*IIIINI ,i�''-'E►�E��� C SURFA \ .v. 40e woo. AMY ,,,„, • r ' /h. EXISTING 12"CO'I 'I .,,r,.� 1 .,.r SEE NOTE 10 A l_.1-E_��J J..,„ too : :: :'XISTING " _ -•___._ lli INIMMIll I11±IG CIVIL 1 SITE SHEET INDEX -•M PERIMETER OF EXPANSION: DOCK RAMPS. CONSTRUCTING ANY PORTION D 00° :,:: y C - 1 SITE IMPROVEMENTS� TORM SEE NOTE 11. TYPICAL OF - OF PROPOSED STORM DRAIN, DRAIN TO PROPOSED PERIMETER. REMOVE EXTG CONTRACTOR SHALL BY 15"STORM DRAIN. A.C. FROM BUILDING SIT A ,• SAWCUT EXIS , . CURB +NI EXPLORATORY EXCAVATION INSTALL CLEANOUT PREPARE AC C*'- 1G TO C - 2 SITE DETAILS LOCATE EXISTING STORM ON 15" LINE. STRU. • l'A L DRAWINGS. EXTEND NEW 6" HIGH EXT' •l D GVgFI -**1.111Z DRAIN AT APPROXIMATE IE 106.8± CURB �X,S1\ LOCATION OF PROPOSED ..�,.- NOTE: PRIOR TO CONNECTION AND DETERMINE CONSTRUCTING ANY PORTION OF PROPOSED STORM DRAIN, SCALE: 1" = 20-FEET . CONTRACTOR SHALL BY ENGINEER 541-760-1861. I 1 1 1 TYPICAL OF TWO LOCATIONS. EXPLORATORY EXCAVATION 0 1 O 2O 40 LOCATE EXISTING STORM „rte""'""" DRAIN AT APPROXIMATE ---1 r ....R _00- v�g LOCATION OF PROPOSED CONNECTION AND DETERMINE EX�S�,NG ELEVATION. REPORT TO SITE ENGINEER 541-760-1861. TYPICAL OF TWO LOCATIONS. ABBREVIATIONS LEGEND AC ASPHALT CONCRETE A DRAWING REVISION NUMBER EX EXTG EXISTING 0® REFER TO DETAIL 1 ON SAME SHEET Streamline Engineering (541) 929-7478 VOICE AND FAX FG FINISH GRADE AI P.O. Box 975 Philomath, Oregon 97370 CELL (541) 760-1861 10 REFER TO DETAIL 1 ON SHEET 10 SD STORM DRAIN OREGON ENGINEERS LIMITED ���� �������'' 3494 NW BLACKCOMB DRIVE TEL.503-531-3665 TOC TOP OF CURB ELEVATION D CONTENTS OF CLOUD CORRESPOND TO REVISION 1 ��� aIN TEL.503-531-8837 503 536 ,��►32582�,� � PORTLAND,OREGON 97229 TOG TOP OF GRATE ELEVATION 9�, HEMCON MEDICAL TECHNOLOGIES EXPANSION 290.0 AS-CONSTRUCTED DATA (ELEVATION, COORDINATE, ETC.) Revisions C EGON ' 10575 SW CASCADE AVENUE ` 0,0 9$ q SITE DRAWINGS - 0 2/12/2007 60% FOR REVIEW "4M A. . rtA 1 2f21f2617 S! 1. FAR REVIEW SITE IMPROVEMENTS 2 2/27/2007 FOR SUBMITTAL - 3 TIGARD, OREGON 4 CA5 . - (TT%0) F GRATE I I CAP OR PLUG / CONCRETE TRUCK PAD. FINISH FLOOR OF STRUCTURE WALL. REFER TO STRUCTURAL BUILDING BEHIND REFER TO ELEVATION •• STRUCTURAL DRAWINGS FOR SECTION. - LOADING AREA ASPHALT PAVEMENT SHALL BE NOTED ON ELEV. 112.0 ".„ DRAWINGS FOR 2"CLASS'C'OVER 2" CLASS 'B I I PLANS PRO'• I :I RING EXPANSION -4- WALL AND . COMPACTED TO 92%THEORETICAL FF 112.0 MAXIMUM DENSITY, PER ASTM D2041 1 TYPE'C' :: FOUNDATION (RICE SPECIFIC GRAVITY) TYPICAL WATER ip• \ CURB zCOLD ELEV 108.06 ,,. 11 LEVEL PROPOSED NEW PAVEMENT ____a___.,e_ ........... .0, ion '7.1 I - ir JOINT, TYP , TYPICAL ,• Vi 9 V 0 '") . . 2 • . . I ' 4 a ......."._< . I . •4P, •• , 11 • • .• • **•• 4 0 MINIMUM 12" BASE ROCK ' 4 4. V,A ., 4. 1 • • • „A ORAN _____., ........■ krorrarrommil■•■•■■■• 1-1/2"-0" OR 3/4"-0" *ti • 5" MIN 1 ATCH B S N i-.1- -6-ST°Rm c v(ISTIN 0 WHEN PLACING, MOISTURE /I_ ./ A -f-- CATCH BASIN MAY BE If SECTION 'A' 411M11■1111110■ CATCH '''. .. ,4 _ CONDITION TO WITHIN 2 %OPTIMUM PIPE INVERT 4 PRECAST CONCRETE TOC 108.0 .. • 4 BASIN 1 - •4 4 • j. 4.4741.I."..:•14.. .1.717:a I471:-;:"1"4"1: -....-1.14:b....i.14 1:4-:**47.1.% r1" 111 111111111. 11141=111-.11-111=111=rn=lit=lit=1.E=iii=L MOISTURE CONTENT AND COMPACT NOTED ON PLANS OR LYNCH-TYPE STEEL. , .44111 MM.'0 i 24" MIN . 1 a . 4 ' •. 4 ' 4 4 • LOADING DOCK RAMP 13.5-FEET . TO MIN 95% MAXIMUM DRY DENSITY, PER ASTM D1557 (MODIFIED • a STEEL BASINS SHALL BE INSTALLED WITH , • • . , SLOPE DOWN -41.--- -4-- PROCTOR) 4 4 . id CONCRETE COLLAR. AI mum or wow_ .ffiffil"111-77L-i 1 F-71-1F-71-11=-Iii=r1 Firl=1 i FITI-Tn=. i I i=...ifi-,111---111-,111.--111:7„---. A A NW .-millillia CONCRETE TRUCK PAD. 12"X 12"CROSS I "" 24" SQUARE,H 0 REFER TO STRUCTURAL SAWCUT EXISTING A.C. WHERE CAP STRAIGHT MINIMUM ______ A - - - - , 4 , A DRAWINGS FOR SECTION. PATCH OR TRENCH IS REQUIRED. RUN OF CROSS. B 'ii s 4 B LOADING DOCK RAMP ■ , 4.- , • • •4 4. • 4• EXTEND MIN 18-FEET • , •, 4 SLOPE DOWN --4.--- ... TACK THE CUT FACE OF EXISTING A.C.BUILDING FINISH FLOOR FROM FACE OF DOCK 2 PAVEMENT SECTION OIL- AND SEDIMENT TRAPPING Illii _........_ _....ar .-a ACCESS RAMP AND RE-AINING WALLS illa ELEV. 112.0 WALL. , SAND AND SEAL ALL JOINTS. •• A C) % , I VW 4 F 4 CATCH BA 4 COLD 2 CATCH BASIN .4 a LOADING DOCK RAMP • A NOT TO SCALE - i I /a TOC 108.0 0 --40-- SLOPE C OWN , ..,r-------- 4 JOINT, TYP NOT TO SCALE . . . • , , 1111.......ummura • . .. • .." a A............... 1 0 ® . TYPE 'C' CURB c. • SECTION '13' . CATCH 6" DUCTILE IRON TO 1/8"R 6" 1/2" R NOTE: CONCRETE COLLAR MAY NOT BE REQUIRED IF CATCH BASIN IS CONSTRUCTED STORM 1,5" ---°1111II I 411 H OF CONCRETE AND IF SIMILAR FEATURES 0 kssia.:: /// th,C) SCALE: 1" = 10-FEET 0 (--z BASIN STORM DRAIN I I 4 ARE INTEGRATED INTO THE CATCH BASIN CONSTRUCTION. CONTRACTOR SHALL `..).) I I I I I I I 6" .1 ASPHALT PAVEMENT SUBMIT TO ENGINEER SHOP DRAWINGS OF 0 0 0 10 20 CONCRETE TRUCK PAD. REFER TO STRUCTURAL BUILDING BEHIND AND POSTS. SEE J FINISH FLOOR OF SAFETY HANDRAIL 4 ' •4 I PROPOSED BASIN FOR APPROVAL. AC PAVEMENT __ _ _ DRAWINGS FOR SECTION. - LOADING AREA ARCHITECTURAL ELEV. 112.0 DRAWINGS / 16" ° . 1/4 " , TYP 7 ----1/2 ", TYP KEYED NOTES ACCESS RAMP AND 4 4 RETAINING WALL a A _._____„...____ -• 0 BOTTOM OF DOCK 0 PC CURB RETURN 0 RP 13 END OF FACE FG 108.06 TOC 110.12 R= 14-FEET OF CURB AT irk 4 -7 -: 1 .../.:2.1:1: ELEV 108.06 ,..... ' N 2382.22 N 2374.76 N 2382.77 BUILDING WALL Iler .: JOINT, TYP I TYPICAL 4 .•• , • 4.... ...- ' . 4 5 . k 4 .„,.,„. 2" SEAT FOR E 3197.27 E 3222.90 E 3213.79 TOP OF CURB 110.72 • 4 * .! 1...(...)... V 46.4 " 4 4 STEEL GRATE. N2381.72 0 PC CURB RETURN 0 PCC 0 PC CURB RETURN E 3192.44 TOC 108.73 TOC 110.52 TOC 111.03 SECTION 'C' :.4.-- CATCH \ BASIN 9" 12 " STEEL WALL OF N 2382.22 N 2370.32 N 2368.77 CATCH BASIN EAST' DOCK --• _..„ ...... CATCH BASIN E 3220.40 E 3220.18 E 3197.44 TOP OF GRATE 110.22 13.5-FEET 8-FEET 0 PT CURB RETURN 0 RP 0 PT CURB RETURN TOC 109.62 R= 5-FEET TOC 110.87 4 TYPICAL TYPE 'C' CURB 5 COLLAR FOR STEEL CATCH BASIN N 2379.72 N 2374.76 N 2373.75 E 3222.90 E 3217.90 E 3192.44 2 2 NOT TO SCALE NOT TO SCALE 0 RP CI PT CURB RETURN 0 RP c R=2.5-FEET TOC 110.91 R=5-FEET N 2379.72 N 2368.77 N 2373.77 NOTES E 3220.40 E 3213.79 E 3197.44 ARPEPFREROXT.05-SFTEREUTC. 1. THIS DETAIL IS PROVIDED FOR STRUCTURAL DRAWINGS INFORMATION ONLY. .... p...- -1 TWO LOADING DOCKS 2. REFER TO STRUCTURAL 7-- PuERDFEASCTERIAN CSHOENESTTR3uFCOTRIOANLL 1/8"R 6" 1/2" R S • INFORMATION, 2 ,,,. i-g .H _ 0 . 4 INCLUDING DIMENSIONS, i --1- .4* • - a • 1 • • 6 t . REINFORCEMENT AND 4 HEIGHT 4 / \ I MATERIALS • 4.4 , 6" //----- ASPHALT PAVEMENT VARIES ... ... .4 • . •0 , 4 LOADING / ' 1 .• • ' 1411,111111.11 • ' DOCK .• 4 LAJ Or PROPOSED BUILDING EXPANSION 1 4 .. • , 1 FF 112.0 44 IF 0 4 • ' , • , .. • '' . . . . • • • • • • • ••• • t •• • • . • . ,• .', .. . . . . . • . • . . . . . . . .. . • • DELIVERY TRUCK 4 4: re ' LOADING DOCK DELIVERY TRUCK RAMP ''''' 64.............. ...**,.,..,.****,, \ AlliL4 ,digillall .COANNI 1E+C9 19TO EXISTING 15" RAMP ir . . ,.. *•-••,„ -ONCRETE STORM DRAIN I p ',.•,... \ 111 1 .4 IMPIrMlf MN.. A aluppr ,..4 IE 106.1± D. ,tt• ° r....,_. t , • P IPMEINIMir • 411 al ‘ a q 8 9 I - 1111,"" ,,A. •Pgiar"'S Altiffmr. ,.. . , . . .... STA 10+00 CONNECT TO EXTG 6" .... L lic..da mit INV NIPPIllw- C6. TYPICAL 6" EXTRUDED CURB DUCTILE SD .04111111..- 7 ACCESS RAMP AND RETAINING WALLS 1E 106.85 APPROX. 2_,)STA 10+06.27± STA 10+22.88± .....-------- 05± STA 11+35.62± STA 11+55.55 STA-4.3 2 INSTALL 30° ELBOW CONNECT 6" EXTENSION CONNECT 6" FROM 45° ELBOW AND CONNECT 6" LINE CONNECT 6" LINE - AND CLEANOUT IE 6" 106.76± CATCH BASIN CLEANOUT FROM CATCH BASIN FROM CATCH BASIN IE 106.83± 8 9 IE 15" 106.47 IE 15" 106.28 IE 15" 106.22 8 9 IE 106.18 IE 106.12± 45° C.O. FRAME DIRECTION OF WISP' INSTALL 6"X15" CONCENTRIC REDUCER Mr VP PEDESTRIAN AND COVER FirliMili / FLOW 115 PATHWAY TO 24"X 24"X 5" #11, BUILDING INVERT NOTED • CONCRETE PLAN _ imslo........„_e_ RIAMMMMNNMMMMMMMMMNM ON PLANS 41, COLLAR IF NOT INSTALL CLEANOUT ON BE RESTORED. IIIIIIIIIMNIIIIIIIIIIII 6" CURB 6" CURB aIIINIWA EAST LOADING SECTION IN CONCRETE OR A.C. PAVEMENT STRAIGHT RUN OF WYE ----- - IIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFIRIIYMIIIIIIIIINANMIIIIPIIIIIIIIIMI --....-- 8.-----1- ..- AT CHANGE OF PIPING DIRECTION 110 - 011111.111111119MMEMMEN -----"Illialr 1D4CK RAMP IIIIIIIIIIIIIIII STA 11+90± aIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIMINIIIIIIIIIIIIIIIMIIIIIIIMIM•i„RillMllija CONNECT TO EXISTING 15"STORM ( ,- /-, 3 DIRECTION OF FLOW .... ____, IIIIIIIIINIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMIIIMIIIIMIIIINI DRAIN IE 106.1± 8-'. STORM DRAIN CLEANOUT 9 CLEANOUT LOCATION AT mrnimmeminamirnmom iiniiM iiiiiiMMMIIIIIIIIIIII,FA - -- ammitignimmias niniiii imilmimmalim 2. 2 CHANGE OF PIPING DIRECTION milminenimmiim 1 05 NOT TO SCALE NOT TO SCALE .1.111111111111111 15"CONCRETE OIEIIIIIIMIIIIIIII 6"CONNECTION ME 6" CON ECTION I. i • - V •111'IP 1 111.111111111111111IMMO ' J . • i° 11111" iiiiiilMIIIIIIIIIMIMIIIIYV nIIIIIIIIIInnrrnlrli 4 Ill 71 DOCK IIIIMMMMIIIIMMMIMMIIIIIIIINMIMIIIIIIIIIIIIIIIII CATCH BASIN CATCH :ASIN iiii.iiiiiiiiiMMOMMOMMIniMEMEMEMEN Streamline Engineering (541) 929-7478 VOICE AND FAX • P.O. Box 975 Philomath, Oregon 97370 CELL (541) 760-1861 • 00 0 Popes .\'‘ cr," ei ,Guit. e,, OREGON ENGINEERS LIMITED 10+00 10+50 1 1 +00 1 1 +50 12+00 4,-7 v--3.2.2-4. s. A 3494 NW BLACKCOMB DRIVE TEL.503-531-3665 fir '/ ' ,# #_'_ PORTLAND, OREGON 97229 FAX 503-531-8837 • • HEMCON MEDICAL TECHNOLOGIES EXPANSION STATIONING IS BASED ON CENTERLINE OF PROPOSED 15" PIPE Z *- vet at 1, 0 it 1,4) ,,,,k- A A.. 10575 SW CASCADE AVENUE Revisions 41444 A ? 77 i 04(240R6 SITE DRAWINGS . ,, SCALE: 1" = 20-FEET 0 2/12/2007 60% FOR REVIEW , I I I I 1 2/21/2007 90% FOR REVIEW SITE DETAILS 60 PROFILE OF PROPOSED STORM DRAIN 0 10 20 40 2 2/27/2007 FOR SUBMITTAL 3 TIGARD, OREGON 2 1" = 5-FEET VERTICAL , 4 ' C-2 1" = 20-FEET HORIZONTAL ' 5 2 y w GENERAL STRUCTURAL NOTES _ I - 1 4 WALL REINFORCING SHOWN IS FOR PANEL STRENGTH IN THE COMPLETED STRUCTURE. THE PRECASTER SHALL PROVIDE ADDITIONAL REINFORCING AND STRONGBACKS FOR HANDLING & ERECTION STRESSES AS NEEDED G ENERAL F I R E P R O O F I N G 5 IN ADDITION TO THE REQUIREMENTS IN SPECIFICATION SECTION 03410. THE PRECASTER 1 1 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003 SHALL SUBMIT CALCULATIONS FOR HANDLING & ERECTION OF PRECAST MEMBERS. EDITION OF THE INTERNATIONAL BUILDING CODE WITH OREGON AMENDMENTS. CALCULATIONS SHAD_ BEAR THE SEAL OF A PROFESSIONAL ENGINEERED REGISTERED IN 1 FIREPROOFING SHALL BE APPLIED PER IBC TABLE 720. o THE STATE OF OREGON 2 IN ADDITION TO SELF-WEIGHT, THE FOLLOWING LOADS WERE APPLIED: 6 THE PRECASTER SHALL PROVIDE ALL OPENINGS, BLACKOUTS, INSERTS, ETC. REQUIRED 2 ALL STEEL TO BE FIREPROOFED SHALL NOT BE PRIMED. o� o BY OTHER TRADES IN THE PRECAST MEMBERS © W ROOF 0 PSF (INCLUDES LIVE LOAD 1_ THE CONTRACTOR SHALL PROVIDE & COORDINATE THE LOCATION OF EMBEDDED ITEMS S 5 PSF MECHANICAL AND ELECTRICAL IN CAST-IN-PLACE CONCRETE REQUIRED FOR PRECAST CONNECTIONS WITH THE PRECAST ' MANUFACTURER z SNOW 8 ALL PRECAST CONNECTIONS EXPOSED TO WEATHER OR EARTHSHALL BE GALVANIZED COLD FORMED METAL FRAMING " 25 PSF + DRIFT IF FIELD WELDING IS REQUIRED. PAINT WELD AREA WITH GALVANIZED PAINT. o 9 PROVIDE 3/4" CAMFER 0 ALL EXPOSED CONCRETE EDGES u. SEISMIC 1 COLD FORMED METAL FRAMING SHALL CONFORM TO ASTM A446, COATING DESIGNATION G60, SEISMIC USE GROUP I 10 CONCRETE SHALL NOT CONTAIN MORE THAN 0.069 CHLORIDE ION BY WEIGHT GALVANIZED SHEET STEEL. S En ITE CLASS D SHORT-PERIOD SPECTRAL RESPONSE, Ss = 0.94 REINFORCING STEEL 2 WELDING SHALL BE IN ACCORDANCE WITH AWS 01.3 "STRUCTURAL WELDING CODE: SHEET STEEL" 1-SECOND PERIOD SPECTRAL RESPONSE, Si = 0.34 WELDING FILLER METAL SHALL BE AWS A5.1 OR A5.5 E60XX ELECTRODES. WELDERS SHALL BE o SEISMIC DESIGN CATEGORY D AWS CERTIFIED. SUBMIT WELDER CERTIFICATIONS TO ENGINEER. IMPORTANCE FACTOR, IE - 1.0 1 REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS ti • '' M IMPORTANCE FACTOR FOR COMPONENTS, Ip = 1.0 2 FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN 3 STUDS SHALL BE C-SECTIONS WITH A MINIMUM YIELD OF 33 KSI FOR 1$ AND 20 GAGE, -*k,,, - I N `� , ,�°' v o ACCORDANCE WITH CRSI MSP-1 "MANUAL OF STANDARD PRACTICE" 50 KSI FOR 14 AND 16 GAGE. �, a EL WIND AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 4 TRACK SHALL DEEP LEG TYPE, WIDTH ALLOW F C WIND SPEED, V3S = 100 MPH BUILDINGS". TRA HALL BE E DTH TO ALLO FOR FULL STUD END BEARING. �, / ��� � •- BAST � 1 g EXPOSURE B 5 PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR ,, °� •�, N IMPORTANCE FACTOR, Iw = 1.0 3 REINFORCING STEEL LAP SPUCES NOT OTHERWISE INDICATED SHAD- LOAD BEARING STUDS. � ' 2�l,` ' ' BE ACI CLASS B WITH SPLICES STAGGERED BETWEEN ADJACENT BARS r o 0 3 USE OF (OR ATTACHMENT TO) EXISTING UTIUTY SUPPORTS NOT ONE LAP LENGTH MINIMUM. INCREASE SPLICES PER ACI FOR TOP SPECIFICALLY AUTHORIZED IN THIS PACKAGE IS NOT ALLOWED W/O BARS AND BAR SPACING. MAKE LAP SPLICES ONLY AT THE LOCATIONS 2•��} PRIOR APPROVAL FROM ENGINEERING. SHOWN ON THE DRAWINGS, AS INDICATED ON THESE NOTES, OR AS Wow* 6P1/ APPROVED IN ADVANCE BY THE ENGINEER. g 4 THIS WORK OCCURS NEAR AN OPERATING FACILITY. COORDINATE mi ALL CONSTRUCTION ACCESS AND OPERATIONS WITH THE OWNER TO 4 MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS SPECIAL INSPECTION ABBREVIATIONS 1.1 m S� AVOID DISRUPTION TO ONGOING FACILITY OPERATIONS. TYP UN: Z .2 e " 1 BASED ON 2003 IBC CHAPTER 17, SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING I W I 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY CAST AGAINST EARTH 3" ITEMS EXCEPT AS NOTED ON THE DRAWINGS: II PARALLEL MAX MAXIMUM to .- DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS AB ANCHOR BOLT MB MACHINE O I; HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. EXPOSED TO EARTH ITEM CONTINUOUS PERIODIC MAC NE B LT j OR WEATHER 2" 0) coo A&B ABOVE AND BELOW MECH MECHANICAL 0 4 6 FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS. NOTIFY THE ENGINEER CONCRETE ADD'L ADDITIONAL MIN MINIMUM Z '♦ §, OF ANY D1SCRPANCY BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS. OTHER LOCATIONS 1 1/2" REINFORCING PLACEMENT X 3 DO NOT PROCEED WITH AFFECTED WORK UNTIL ENGINEER HAS REVIEWED REINFORCING WELDING CO X AL ALUMINUM MIL METAL 0 L.DISCREPANCY AND PROVIDED ANY NECESSARY MODIFICAITONS TO THE WORK. 5 WELDED WIRE FABRIC\MESH SHALL CONFORM TO ASTM A185 REINFORCING COUPLING ANCHOR BOLTS & INS X x ALT ALTERNATE (N) NEW Z N E�RRTS ANC ANCHOR NOT NON-DESTRUCTIVE TESTING W o TEST SPECIMEN PREPARATION X FOUNDATIONS GROUT CONCRETE PLACEMENT X APVD APPROVED NIC NOT IN CONTRACT V � EPDXY ANCHOR PLACEMENT x ARCH ARCHITECT, ARCHITECTURAL NS NEAR SIDE Z 1 SHORE ALL EXCAVATIONS AS REQUIRED TO PREVENT SUBSIDENCE OR EXPANSION ANCHOR PLACEMENT X BC -0 DAMAGE TO ADJACENT EXISTING STRUCTURES, STREETS, 1 GROUT SHALL CONFORM TO ASTM C1107, NON-SHRINK, NON-METALLIC, BOTTOM CHORD NTS NOT TO SCALE li NON-GASEOUS, PREMIX TYPE. BOC BOTTOM OF CONCRETE 0 C ON CENTER 1 STRUCTURAL STEEL 0 UTILITIES, ETC. DESIGN OF SHORING IS THE CONTRACTOR'S EMBEDDED PLATES X N RESPONSIBILITY. COMPLY WITH ALL LOCAL., STATE AND FEDERAL BOP BOTTOM OF PIPING/CONDUIT OD OUTSIDE DIAMETER LI 0) REGULATIONS GOVERNING EXCAVATION AND SHORING. FIELD WELDING BOS BOTTOM OF STEEL OF OUTSIDE FACE UIr c m ag CONCRETE ANCHORS PARTIAL/COMPLETE PENETRATION CO X L- c SINGLE PASS FILLET WELDS s 5/16" t� X BOT BOTTOM, BOTTOM OF TRENCH OFC1 OWNER FURNISHED, ILA m 2 FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE - ER-5193. FLOOR/ROOF DECK WELDING X BM m = OF 2500 PSF WITH 1 3 INCREASE FOR SHORT-TERM LOADS BASED ON A 1 INSTALL HILTI HY 150 ADHESIVE ANCHORS PER ICBQ EVALUATION ER 5193. BEAM CONTRACTOR INSTALLED c GEOTECHNICAL ENGINEERING SERVICES REPORT BY PSI DATED FEBURARY 7, 2007. ANCHOR A STUD :IQLNG X BRG 16 • LIGHT GUAGE METAL FRAMING WELDING X BEARING 0/0 OUT TO OUT > v� 2 INSTALL ITW RAMSET/REDHEAD TRUBOLT WEDGE ANCHORS PER ICBQ STAIR/RAILING SYSTEM WELDING X BTWN BETWEEN OPG OPENING E W jril 3 THE SITE SHALL BE PREPARED PER SECTION 4.2 OF GEOTECHNICAL EVALUATION ER-1372. STRUCTURAL MASONRY CC CENTER TO CENTER OPP OPPOSITE ENGINEERING SERVICES REPORT TEST SPECIMEN & PRISM PREPARATION x CHKD CHECKERED OSH OVERSIZED HOLE :4. 4 ALL FOUNDATIONS SHALL BE PLACED ON STRUCTURAL FILL COMPACTED TO 3 INSTAL HILTI KWIK BOLT II EXPANSION ANCHORS PER ICBQ EVALUATION UNIT PLACEMENT X CIP CAST IN PLACE PC PRECAST 95% OF MAXIMUM DENSITY PER ASTM D1557. ER-4627. REINFORCING STEEL PLACEMENT X GROUT SPACE (F) X CJ CONSTRUCTION JOINT PERP PERPENDICULAR . •. �• 5 BACKFlLL BEHIND WALLS SHALL BE COMPACTED GRANULAR FILL TYP 4 SPECIAL INSPECTION REQUIRED AT INSTALLATION OF ALL CONCRETE GROUT PLACEMENT X Cl., CENTERLINE PLCS PLACES ' ,.;:;; UN. DO NOT BACKFILL BEHIND WALLS UNTIL THE CONCRETE HAS ANCHORS, UN. FIREPROOFING CLR CLEARANCE PJF PREMOLDED JOINT FILLER •. : . :. ATTAINED 100% OF ITS SPECIFIED COMPRESSIVE STRENGTH. PLACE SPRAY APPUED (C) X CMU CONCRETE MASONRY UNIT PL,I PLATE •• •a• 'U U:� AND COMPACT BACKFILL BEHIND WALLS AFTER FLOORS ARE ATTACHED 5 SCAN FOR REBAR IN EXISTING CONCRETE PRIOR TO INSTALLATION OF ANCHORS. COL COLUMN PROJ PROJECTION •••• AT THE TOP OF WALL AND HAVE ACHIEVED 100% OF THEIR SPECIFIED DO NOT CUT OR SCRAPE ANY (E) REBAR. A THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 COLIC CONCRETE PVC POLYVINYL CHLORIDE . .•• .• 28 DAY STRENGTH. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL PER ASTM D1557 TYP UN SAMPUNG AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPUNG AND TESTING CONN CONNECTION (R) RELOCATED >. . OPEN CHANNEL STRUT SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE CONT CONTINUOUS REINF REINFORCE, REINFORCING ce C 0 N C R E T E F 0 R M W 0 R K TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS CTR CENTER REQ'D REQUIRED Y& 1 ALL SECTIONS SHALL BE 12 GUAGE UNISTR UT DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND BUILDING OFFICIAL ANY MATERIALS CTRD CENTERED RTN RETURN 1 FORMWORK, SHORING AND RESHOR1NG SHALL BE IN ACCORDANCE WITH ELECTRO-GALVANIZED FINISH (EG), UN WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE M • I �N WITH ACI 301 "SPECIFICATIONS CONCRETE FOR TTENTION OF THE ARCHITECT. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY DBA DEFORMED BAR ANCHOR SC SUP CRITICAL S ° N FOR STRUCTURAL C NC ETE 2 USE 1/2"0 A307 BOLTS FOR Al AL CONNECTIONS, UN DBL DOUBLE SHT SHEET La BUILDINGS" AND ACI 347 "RECOMMENDED PRACTICE FOR TO ALL BIDDER DESIGNED COMPONENTS. _ P CONCRETE FORMWORK". DIA, 0 DIAMETER SIB STRUCTURAL ISOLATION BREAK Z .3 CONTRACTOR IS RESPONSIBLE FOR INSTAL.UNG A PROTECTIVE CAP ON B CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT DP DEEP SIM SIMILAR FW 2 CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION THE END OF ALL EXPOSED UNISTRUT SUPPORTS. ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PERIODIC DWG DRAWING SLV SHORT LEG VERTICAL > Z OF FORMWORK, SHORING AND RESHORING. a sN° x �•- SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS (E) EXISTING SOG SLAB ON GRADE 0 3 SECURELY BRACE AND SHORE FORMWORK TO PREVENT DISPLACEMENT, STU C T U RA L STEEL NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. EA EACH SPCG SPACING a ^�, w r CARRY CONSTRUCTION AND OTHER SUPERIMPOSED LOADS AND SAFELY C NEED ONLY BE PERIODIC FOR A706 BARS NOT GREATER THAN #5 USED FOR EMBEDMENTS, ECS EPDXY COATED STEEL SPCS SPACES 0 z w2 SUPPORT THE CONCRETE WITHOUT DISTORTION UNTIL REMOVAL PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES & WELDERS ARE VERIFIED EE EACH END SPECS SPECIFICATIONS U 0 o Z 1 RECTANGULAR HSS SHALL BE ASTM A500 GRADE B. PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; EELLC EVERGREEN ENGINEERING, LLC SQ SQUARE W Wt 4 REMOVE FORMS ONLY WHEN CONCRETE IS SUFFICIENTLY HARD TO AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO EF EACH FACE ' SS STAINLESS STEEL g o I '7: i PREVENT DAMAGE BY FORM REMOVAL, AND THE CONCRETE HAS 2 OTHER STEEL SHAPES, PLATES, AND BARS SHALL BE ASTM A992. SHIPMENT OF SHOP WELDING. o G g gt. ATTAINED SUFFICIENT STRENGTH TO SAFELY CARRY DEAD AND ANY ELEC ELECTRICAL SSL SHORT SLOTTED HOLE v ^ g SUPERIMPOSED LOADS WHICH MAY BE APPLIED AS SUBSTANTIATED 3 FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE ELEV ELEVATION STD STANDARD E ''Z BY FIELD CURED TEST CYLINDERS. D ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER • c 0 AISC "MANUAL OF STEEL CONSTRUCTION". DESIGN AND CONSTRUCTION APPROVED METHOD. EQ EQUALLY SPACED STIFF STIFFENER = SE 5 REMOVAL OF FORMS AND SHORING SHALL BE IN ACCORDANCE WITH OF TEMPORARY BRACING OR SHORING TO SAFELY SUPPORT STEEL ES EACH SIDE STL STEEL z El ACI 347. WHERE CONCRETE MUST SUPPORT SUPERIMPOSED LOADS PRIOR TO COMPLETION OF CONSTRUCTION IS THE RESPONSIBILITY E ALL WELDS SHALL BE VISUALLY INSPECTED. EW EACH WAY SW STUD WELD 17-.. • ig PRIOR TO ATTAINING THE SPECIFIED DESIGN STRENGTH, RESHORE OF THE CONTRACTOR. EXCL EXCLUDE SYM SYMMETRICAL Lj a t �'-3 CONCRETE IN ACCORDANCE WITH ACI 347. RESHORING SHALL BE " F INSPECTION REQ'D PRIOR TO CLOSING OF CLEANOUTS AND DURING GROUTING OPERATIONS � J o �, 4 ALL BOLTS SHALL BE ASTM A325, 3/4" DIA TIGHTENED SNUG TIGHT EXP EXPANSION T&B TOP & BOTTOM :.2 IN PLACE UNTIL FIELD CURED CYLINDERS HAVE ATTAINED THE SPECIFIED STRENGTH. TYP UN. HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH G INSPECTION PER IBC SUBSECTION 1704.11. Pi RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 EXST EXISTING T/SL TOP OF SLAB W 3/4" OR A490 BOLTS". (F) FUTURE TC TOP CHORD z w Ey 6 CHAMFER ALL EXPOSED CONCRETE EDGES 3/4 TYP UN. FD FLOOR DRAIN TD TRUSS DIAGONAL 2 ?..1 : 5 MACHINE BOLTS AND ANCHOR BOLTS SHALL BE ASTM A307. INSTALL FDN FOUNDATION THD'D THREADED z ° C 0 N C R ET E ANCHOR BOLTS USING A TEMPLATE PRIOR TO CONCRETE PLACEMENT. FIN FINISH THK THICK < ° 1 CONCRETE SHALL BE f'c = 4000 PSI 0 28 DAYS. SLUMP SHALL 6 WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL FLG FLANGE TO. TOP OF W W BE 4" ± 1" EXCEPT 3" ± 1" AT SLABS. CONCRETE MATERIALS WELDING CODE-STEEL". WELDING FILLER METAL SHALL BE AWS V 0 0 D FLR FLOOR TOC TOP OF CONCRETE W 0(0 leg AND QUAUTY SHALL BE IN ACCORDANCE WITH ACI 318 "BUILDING A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES. WELDERS SHALL FO FACE OF TOF TOP OF FOOTING Q '' 0 $ • CODE REQUIREMENTS FOR REINFORCED CONCRETE." SUBMIT BE AWS CERTIFIED. SUBMIT COPY OF ALL CERTIFICATIONS TO THE " FRMG FRAMING TOG TOP OF GRATING a � Z m � w s CONCRETE MIX DESIGNS TO THE ENGINEER FOR REVIEW PRIOR TO ENGINEER. SURFACES TO BE WELDED SHALL BE WIRE BRUSHED 1 DESIGN FABRICATION & ERECTION SHALL BE GOVERNED BY NATIONAL"DESIGN �- �- CONCRETE PLACEMENT. CONCRETE STRENGTH SHALL BE VERIFIED CLEAN BEFORE WELDING. LEVEL OF NON-DESTRUCTIVE INSPECTION SPECIFICATION FOR STRESS GRADE LUMBER & ITS FASTENINGS" AND US PRODUCT STANDARD FRP FIBER REINFORCED PLASTIC TOS TOP OF STEEL = -I ° BY STANDARD 28-DAY CYLINDER TESTS. AND TESTING OF WELDS IS AS FOLLOWS: PS-1 FOR SOFTWOOD PLYWOOD- CONSTRUCTION AND INDUSTRIAL" FS FAR SIDE TOW TOP OF WALL w w Z to •- VISUAL SCANNING 100% OF WELD LENGTH. FTC FOOTING TRANS TRANSVERSE t W Mb 2 CONCRETE PLACEMENT AND CURING SHALL BE IN ACCORDANCE WITH - VISUAL INSPECTION WITH MAGNETIC PARTICLE AND/OR DYE 2 ALL SAWN LUMBER FRAMING MEMBERS SHALL BE DF-L#2 GA GAUGE, GAGE TV TRUSS VERTICAL ix 0 P- I ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR PENETRANT, AS SUP L EMENTARY INSPECTION AS REQUIRED) GALV GALVANIZED TYP TYPICAL n BUILDINGS". OF SUSPECTED UNSATISFACTORY WELDS FOR CRACKS. 3 ALL STRUCTURAL WOOD TO BE SURFACED FOUR (S-4-S) WITH MAXIMUM MOISTURE CONTENT OF 19% GRD GRADE UN UNLESS NOTED = �. • 3 CONCRETE SLABS ON GRADE SHALL BE PLACED IN PANELS NOT MORE 7 HEADED CONCRETE ANCHORS AND SHEAR CONNECTORS SHALL BE TYPE 4 ALL WOOD TO BE IN CONTACT WITH CONCRETE SHALL BE TREATED WITH AN E.P.A ACCEPTED WOOD PRESERVATIVE GRT GROUT UT ULTRASONIC TESTING a- 0 ° � THAN 30 FEET SQUARE, OR IN LANES NOT MORE THAN 30 FEET WIDE, B IN CONFORMANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE- SUCH AS AQC OR CBA-A GRTG GRATING VERT VERTICAL o too U.N. ON PLANS. JOINTS SHALL BE PROVIDED SUCH THAT THE PANEL STEEL". STRUCTURAL STEEL TO RECEIVE SHEAR CONNECTORS SHALL 5 ALL WOOD CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS, GALVANIZED OR HCA HEADED CONCRETE ANCHOR -I l • LENGTH TO PANEL WIDTH DOES NOT EXCEED 1.5 TO 1 IN ANY PANEL. BE FREE OF PAINT. PAINTED RUT PROOF. ALL CONNECTORS IN CONTACT WITH TREATED W00 (ITEM 4) SHALL. BE *TRIPLE- W/ WITH 3 = N .5• ZINK G-1$5 GALVANIZED. INSTALL ALL CONNECTORS PER MANUFACTURER HK HOUSEKEEPING W/O WITHOUT o cn oW 4 ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO 5 PERCENT 8 PAINT ALL STEEL (EXCEPT SS AND GALV) WITH 1 COAT OF RUST INHIBITIVE HORIZ HORIZONTAL WS WATERSTOP �m ± 1 PERCENT. PRIMER, TYP UN. SURFACES TO BE FIELD WELDED OR EMBEDDED IN 6 ROOF JOIST SHALL BE DESIGNED AND MANUFACTURED BY WEYERHAEUSER TRUSJOIST. ALL JOIST HANGERS SHALL HSB HIGH STRENGTH BOLT WWR WELDED WIRE REINFORCEMENT "- CONCRETE, TOP FLANGES OF FRAMING TO RECEIVE COMPOSITE METAL BE DESIGNED AND SUPPLIED BY WEYERHAEUSER TRUSJOIST IF INSIDE FACE CAD FILE: 5 BONDING AGENTS SHALL CONFORM TO ASTM C881 DECK AND CONCRETE TOPPING SLABS, AND PAYING SURFACES OF A325F ~ BOLTED CONNECTIONS SHALL NOT BE SHOP PRIMED. '1 7 ROOF SHEATHING PLYWOOD SHALL BE STRUCTURAL 1, EXPOSURE 1, EXTERIOR GLUE WITH ALL PANEL EDGES IN INCHES 07006-S0-1 PRE CAST C 0 N C R ET E BLOCKED WITH 3X BLOCKING JT JOINT g 9 ALL. STAINLESS STEEL RODS AND PLATES TO BE AISI TYPE A316. PLATES 8 SEE SHEET S3.9 FOR ROOF FRAMING AND DIAPHRAGM NAILING. LONG LONGITUDINAL oB 1 CONCRETE SHALL BE F'c= 5000 PSI MIN. 0 28 DAYS. SEE CONCRETE NOTES AND SHAPES SHALL HAVE #2B FINISH. LLH LONG LEG HORIZONTAL t 2 WALL PANEL FINSH SHALL BE SMOOTH FOR PAINTING & TEXTURED REFER TO ARCHITECTURAL. 10 CONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE STRUCTURAL STEEL TO LLV LONG LEG VERTICAL DRAWINGS FOR ADDITIONAL INFORMATION THE ENGINEER AND THE BUILDING DEPARTMENT. SUBMIT MILL CERTIFICATIONS LSL LONG SLOTTED HOLE 17 TO THE ENGINEER. MFR MANUFACTURER 3 FABRICATION & ERECTION OF PRECAST STRUCTURAL & NON-STRUCTURAL MEMBERS SHALL 11 DO NOT OVERSIZE DRILLED OR PUNCHED HOLES WITH BURNING TORCH. 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AHU-3®ZO 1 "" - ( - N r a a a ��cs, M M — K EYEC N 0 T E S 4x16 DF 1 1 4x16 DF#1 4x16 DF#1 4x16 DFil 4x16 DF#1 4x6 DF#1 4x16 DF#1 Amp am 4x16 DF#1 4x16 DF#1 �1 ZONE 3 — ° _ _ 1 INSTALL NEW 4x16 DF-L #1 PURLIN BETWEEN GLULAM BEAMS 15 a) 611 AHU-�2 0 DIRECTLY UNDER EXISTING 2x4 SUB-PURLINS. USE SIMPSON Z ZONE 3 0 AHU-8 >A�11 • W v MIU 3.56/14 HANGER AT EACH END. CONNECT 2x4 . z 4x16 DF#1 4x16 OF 11 4x16 OF/1 4x16 DM 4x16 DM 4x16 DFJ1 4x16 DF#i 4x16 0F#1 4x16 DF#1 4x16 DFI1 . . W "o> W � S7.1 (5T"). M SUB--PURLINS TO 4x16 WITH SIMPSON A 35 ON EACH SIDE. r_ � o 2 REINFORCE BEAMS PER 1 53.12 •_ 4x16 IF:1 -�. �� �■ �_ - r` ��"' 4x16 DE/1 #t : 4x16 DF#1 w/2x12 t 4x16 DF#t 4x16 IF® .8Ir.i i CIS,.ar!l, ,�..r �. 4x16 DF#1 3 REINFORCE BEAMS PER 2/S3.12 U lij _`../ © 4x6 Xi- N. �i�ll-1 t m 4x6 y h Z C g.i AHU-3 ♦ ,� 4 V o 4x16 DF1 4x16 DF1 � 4x16 OF#t 4x16 OF#1 4x16 DF#t w/2x12 ® ONE 2 4x16 DF#1 4x16 DF#1 4x16 DF 4x16 DF#t _ , ., 4xt�DF#1 1 —w N'1 NY M iu CI 0 D cc co go zzi- 4x16 DF#1 4x16 DF 11 4x16 DF#1 4x16 DM 4x16 DF#1 4x16 DF 11 4x16 DF 11 x16 OF#1 4x16 DM 16 DF#1 •i Q 111111 /ZONE 3 . 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'— —'- III _ III a Z " OF EXISTING FOOTING. o F3 CONTINUOUS 2 -0 1 -0 (3)�� #5 CONTINUOUS & #4 @ I I -I i I I I o rea- 18 TRANSVERSE AT BOTTOM. 3 TOP OF RAMP NEEDS TO BE ROUGHENED TO CODE ••• o z W CONTINUE LONGITUDINAL REINFORCEMENT SLOPE NOT TO EXCEED 1/4 RISE TO 1 RUN (8%). o-- r�A .4 E NI © W o THROUGH F2 FOOTINGS » LE G E IN D Z . „ 4 EMBEDDED L3X3X 1/4 WITH 1/2 X3 HCA Q F4 CONTINUOUS 2 -0 C-1 0 (3,) 5 CONTINUOUS & 4 @ " rdWELDED TO IT @ 12 OC 18 TRANSVERSE AT BOTTOM. FOOTING DESIGNATION �I� Y 0 ` U LY 5 SLOPE ASPHALT PAVEMENT DOWN TO CONCRETE (SEE FOOTING SCHEDULE) o 0 SLAB, SEE CIVIL DRAWINGS. Z o „ HennCon o w 6 8" THICK CONCRETE SLAB OVER 10 COMPACTED a CRUSHED ROCK WITH #4 @ 18" O.C. EACH WAY. KEY PLAN 0 PROVIDE SLOPE TO CATCH BASIN PER CIVIL 0 N DRAWINGS. o M Pr) a o 0 O 0 4 I I 1 I I I 1 I f N g I I I I I 0 I i o l ► I I _ _ I _ _ I I - I - I -- E► A I — ° 0 I _ 1 _ n _ _ I I _ _ n 1 \I _ I i 1 —ii. r P. 0 w oo I S 3 0 I 0 0 U O El A S3 0 o T . 2 3. I Y c,i 1 n N� o h w w Z 4 �,s5.7 1,9 g I I I I 1 Z A S5.7 I i U� c 0 i ______ ____ O h E 200 Z go5 \ I 1 72 ik Too c 15'-6 3/16" 15'-6 31/16" 15'-6 3/16" ''. I 15'-6 3/16" 18'-1 5/8" 16'-10 5/8" I _ " ► '_ " '_ „ 0" N °i / 12 0 6 1 8i 1 8' 0 I a co °r -----,. r I I r E it§- - - - 2'-110 1 4" w / \ i '-o" w AN I- m il. - 0— — — — — — - -■■■�■■.■n, •2 C) M • ■ I I — ^I I 1 Ill w8 • we I I ■ ■ h - _.1 ■ A 1- s 411) 0 =4. 411) 1111111111111M11111111111111110 i— -L.,———.1-- -e7.7 CI . • e• ` an III OM■ r ■ r■ III ■ 1 2 I I I SIM S5.8 I iwd lo 0 0 37 -5 3/4" 0 I 0:1 r w 1 2 a g 9 to La I ^ I I I I I wz i _ w 0 0 ziE S3.3 �- , „ 6 -0 - W zw I / 24 0 Q N 40 z Y H MW �- l o w fil © 00 � a0 - 3 %() N OW N El _ _ \ — — _ 4 ■1 4 ,o © L Al Eua I I E I I I I = ate °s 3 I 6 0 iii) 0 Z N 0w5 W • O w d• / 0 S3.3 � . II U o N I P ) / ^ !-2 Co I I 0 10 0 -tf, r- Lig 6° 0 Alligh z ..ct o o W SIM z N° 411D .40 S5.8 .< o L 0 x 81A I I I I I I W a CD Iffi I 1 A2 D 0 ao t .7., -J 1.- 0 6 I , 5 it S' N- 2 .( D . co 0 1E LL. 16 ii5 9, 1 i 1 ib - 0 _ °� y 46 0 19'-3 1/2 tx W �� y " I I �. I I c T is I M t9 W 4-. 1 PRO ' ce go. L TYP. TYP. rso ft J G F V (t" d �1 , / ii. o 411110 1110 40 --_- "� 0 _to ill r j -5 \\"0,2:14. 2�4, _ � Vii �v= i KAON ' ' w ow J N D S H I P P I N G AND STORAGE STRUCTURAL FOUNDATION PLAN .i FILE. in SSCALE: 3/16"=1'-0" 07006-s2-9 gi 6 CW 4 2 �a O - E 17 z 0 a a 0 i' _ - lli) ;,- GENERAL NOTES 5 1/2" 6 1/2" A SEE SHEET 50.1 FOR GENERAL NOTES i i ,r 4 3'-0" 3'-0" CLOSURE STRIP p - CLOSURE STRIP o a•• (N) 61/2" THICK - •° • • - - - . • 4 • - 4 6 1/2" THICK °' . 4 , . • • ' . • ' . . 'a d. - N• rr1 O W TILT—UP PANEL • . - d . . Q • . 4- .• °d: . ° : - TILT—UP PANEL •© a• , ° .4 ° - • •4 • KEYED NOTES z ' .4 4 ' 4 - ' ' \ eir . . . .. . . -t1M* rki a 11=1c III"-t1=n » 2'--0" 11111111141-1114141-4-1 111.11; . • SPLICE . lr= _ - — = -- _ — = #4018 O.C. 11 1tn 1111 .� - . 4 C� 18 0 G 1 =II; .I1 ,1=411.7-7411#11=411;="11=1E v • =.�=11-ilifr; 'i11: - SPLICE :=1.=.11=11111,-4-.11F-4 o Q T - ' 'i 4 T • COMPACTED . - COMPACTED L] . SOIL SOIL 2• (E) TILT—UP .e. •• 4- - 0• • • \ W PANEL 4 #4 CO 18" O.C. Cs1 1- M 0 4 4 . V 0 1 1/2" SHIM AND GROUT SPACE 1 1/2 SHIM AND GROUT SPACE #4 0 18" O.C. Q a GROUT BELOW PANEL AND BOTH SIDES . •. . 4 - #4 0 12" O.C. EPDXY ANCHOR 12" INTO EXISTING CONCRETE FINISH GRADE - N et 4 . • �tit�j 1: n--1r'. - '- 0 #5TYP Co •-•-• �tc=aRO CX . 1=11=11= , r 4• - . 1 A • • ° ° . . • w Z 9 1/4" WIDE x • °• • - 4 • • 4 = 1,9 : [5^4 • 4 . . v I C7 2 » • A • d Z �V go .. - • 4 • .�• w 1 2 1/2" DEEP . 4 - • 4 — W • 4• a `� FORMED GROOVE - . • • ,. \ Z ali la-. . - -. • 44 ° A :° 4 , - 4 4 ' • ••4• 4 • .V 10 N g 6E f 0" —4" f 2 ; Z 11,11 c o 2 1 --6 " . li i Z .4- FOUNDATION 1 SECTION ( N ) SLAB C) FOUNDATION SECTION N SLAB la N s S3.3 SCALE: 1"=1'--0" SCALE: 1 "=1 '—0" Z v z W C W a §0 re co g N— W LL''' W it t :1. r ■ Rime. e ■ #4 0 12" O.C. —O ::': it / A . • a • • 4 •• • .• a - • 4 °Af' ° CJ • 4 lei• • � - •• ' ' • — '�•' ° • .°4 14) • .• 4.1.0-111,1114-01111;. = =..' -..':=- - =. —t1=11-11-7r.-`I t1= =1t=1= I:11-1I-±ll: --7I-ll.l_F.-11.1I.-�. ��-I II=11.- _ % i o to . • 11=114 = = _ w R • =ii= ='= - a 1'-3" W :° 1/4 V 0 4 CD Z3c� I -' , N t� I : COMPACTE I. • . . zl.c) (') 5 6 4 . .a SOIL • • #4 © 12" 0.CT'P i' V c� p LA 0 ' X ' 0 < C. la ?Rae!' °. in OW kit • 0 . 4 C CJ a - — CJ >n. n a I g ti . .' 4 - fr 4D 0 ° • • 111. .• 0 �'N ..0 al it t e"• • • • . . HSS 6"X6"X1/4" Q,, �� ._ � `. W °* FINISH GRADE �,o [ xá: ooj it-1_c= -i1-_� ' Li:. gi w z -�11 1tnI1�1tC - .21 4 W ° w , co 11=-1,11=41=111=i = c .a - 12" SQ PLATE Z W ttT \ i ` - ° r "a • ° W/(4) i"0 ANCHOR a ° - . �, - 4 4 • , . CJ BOLTS 6 x (1) EE : .*O. • . i .4 EMBEDMENT W - 4 • • © 0 •• w • ° '. • Jam 0 l • �, Va= W f`% f » et m D W g 2 —0 i o 13 N le t ‘,.,ad = Z -�' oa r MOH- TYP cn o il P. 9k O W o„A. 3 RAMP 4 FOOTING SECTION © SLAB S ECTI O N - S3.3 SCALE: 1"=1'—0” S3.3 SCALE: 1 "=1'--0" _ � : 25 ° .9 3 a. M o 5 6 W g t o (n gig li F- 2 3 c 07006-S3-3 i liR S �l W (i �a W .... S • , 0 o o o o o cp o o o 'qt / 0)3 e.4 e 0° a - i 1 9 / ' \ . c,1 - S3.10 sim oanwomm miPP-- ir.....4'-0".71( I I I I $ ir......4'-On...7r , , 1 I I 0 1Lij- - 1 I I - - - - ... i - 2 , , A L..._................................T................_7____ 1- B L_ _J" - - IIIII 0 - 0 Z 42 ® 1 1 1 1 c) t \ c) I 0 z . I ...., ''L I ..1--)TYP I ir Arzo - . 0 . . 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DESIGN FOR +/- o _ V gri, 0 ■ ■■••■ MIEN■ 41101•1•01101 ilia .00c ilit' A AI w (ID 3K AXIAL LOAD @ TOP CHORD 1.9 •c 1 11 N 7 TRUSJOIST 11 7/8" TFI/L65e @ 48" OC. DESIGN FOR +/- 3K -,.. LI 2 r-, / -_) Alk 0 \ 1 AXIAL LOAD @ THE TOP CHORD NM > .--6) 16 (NI _ 1 -NI (ID 0 8 3/4" THICK APA RATED STRUCTURAL 1 CD-X PLYWOOD ALL 1,0 1.15 fis cv TYP I I 0 I I EDGES BLOCKED WITH 3X MEMBERS. PROVIDE CONTINUOUS / ° EDGES IN NORTH-SOUTH DIRECTION & STAGGERED EDGES IN _ EAST-WEST DIRECTION. r 9 ADDITIONAL TJI/L65e JOIST. NAIL PLYWOOD TO JOIST . j...- 2 e.WITH 10d COMMON @ 4" O.C. S3.10 .....:. - 1=1 OD = 10 W18X50 WITH 4X NAILER, SEE 1/S3.10 • •••.,. ,,. .,) ____. Ali in AI _ Niel S3.10 (11) VII' S3.10 I %., 11 3X6 BLOCKING TIGHT BETWEEN JOIST SEE 2/S3.10 4'-o" MAX SPACING BETWEEN LINES OF BLOCKING !-- ce 0 , . el Q .1= \- " • . a 0........0 Al 12 4X12 CONTINUOUS LEDGER 2 (15. - . \ - 13 ROOF TOP HVAC UNIT. SEE MECH. PROVIDE 6X8 W/ WPU v". 1 5 n- ,.. . P-.. Xi I \ ® / ° 0 / HANGERS AT EACH END UNDER CURB a w z zs2- ___ G I 01111r o o 14 SKYLIGHT. SEE ARCH. PROVIDE 3X6 AT EACH END WITH B36 > 41C (i) C 4 b i 0 0 th La N x g <ia ,.: aD HANGERS. SEE DETAIL 2/S3.9 FOR ADDITIONAL FRAMING 4- (-,, / Allk 66 faDs c4 :li iii! REQUIREMENTS. v) Z P- r) sim 15 DESIGN JOIST FOR 400# CONCENTRATED LOAD AT 3'-6" ! I - y--- S3. 10 - 3 g ri g 8 -41- 3 are FROM THE INNER END 0 , cii OD T S3.10 (ID 16 PROVIDE SLIP CRITICAL CONNECTIONS i licil g TYP 17 NAIL ROOF SHEATHING WITH 10d COMMON @ 2"0.C. AT = ..... i= gi so - DIAPRHAGM BOUNDRIES & CONTINUOUS PANEL EDGES, 10d 8.. i . . tis.lai COMMON @ 3" AT OTHER EDGES & 10 d COMMON @ 6" AT \--"" I I -r A2 INTERMEDIATE FRAMING MEMBERS. STAGGER NAILS IN fa ADJOINING EDGES. ii Fg / 24'-6 3/4" / 24'-7" / 24'-7" / 24'-7" / z w cv,2 z if in w in IA- 1 8 NAIL ROOF SHEATHING WITH 10d COMMON @ 4" O.C. @ Z 11 ° 4C 0 DIAPRHAGM BOUNDRIES & CONTINUOUS PANEL EDGES, 10d 4111) 4111) 411) ..m.. .-‘, --‘, ROOF .--‘"' 1 0 9 COMMON @ 6" AT OTHER EDGES Sc 10 d COMMON @ 6" AT INTERMEDIATE FRAMING MEMBERS. STAGGER NAILS AT La 0 _, -.3 .4 14 19 $ • 0 ce 0 qk 1-■ gi , , / JOIST ADJOINING EDGES. -Ic = a) 0 LSTA24 TYP /-:.) i,.......E..+ "-, 72:61 a) 1 1 ad = P- r (1-' FRA \INC PLAN TYP 3X6 TYP , cefr i pi di lea III Cft4bi$' = < . S3. SCALE: 1/4"=1 '-0" -\--- ......,--J 10d 0 4" MAX NAIUNG -1-ij el ‹ lt12".°4*('/4 (54.4' I • 1 1 FOR PLYWOOD cbt•-°c- 4,,V°' NC% TO 3X6 3 *),- 14°' -Afi's f°(.- 0.. : . , I ' 4" = • 0 a . . a. 6:1" 144 24 1PtI ,14„‘"P# 0 n ii P fLoci ‘) 474) - ' te. 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FLANGE —/ @ 12" OC 3" PENETRATION INTO WOOD TYP I w D_ L TILT—UP PANEL '-l-' (L.) v) 6 1/2" 2'-0 13/16" 4'_p" TYP TJI L65e JOIST, TYP M N .. ` ° o o o W16 OR W18 BEAM 0 2� E T I DOAFHRAGY a 53.10 SCALE: 1 "=1 '-0" a N g 1" O W I I . i F. PROVIDE 3/8" GAP BETWEEN EDGE OF PLYWOOD 7 \\\ N I LE E E AND FACE OF TILT—UP PANEL A „ I� m gl „ � 6" 6 . 4X 12 LEDGER �3.1� SCALE. 3 1 0 ti cc, w in .. . ...—..... ....■...■.—_—...r.■■..i.: \ -4—---- 5/8" 0 ANCHOR BOLT TYP W 0 W rA 3/4" THICK PLYWOOD 4'-0" Tv ��I i► IMI_ o . 1 ._ t PA23 © EVERY JOIST, SEE �' — 3/4" 0 X 4 3/16" HEADED CONCRETE (� 2 S3.10 FIR II ' D A TJ{ / L65e JOIST, TYP u- `'" k' ANCHOR STUD TYP -s= . i.wnwi. ■ __ ■ .. wi. w ► ►. .%w►iii awe► wii..i�iwi► ► wrwrsi ►irr r ■ NI MI MI WI = I I 0 A <-> ° -`h 0 0 0 I O I O O O O O \ Z i°7 1 1/4 _! 3/4" 0 BOLT TYP W a 1 j4 o I I 2== II, N., w w 7 1/2" = i§- TYP. W = //I 12 CONT U+U N. �' " .— 1 4 W w l LEDGER 1/2 GAP TYP 1 4" STIFF PL 4 w O ° / 4 / � JOIST HANGERS BY W18 BOTH SIDES TYP 1/4 W16 © SIM 0 0 » ; k " TRUSJOIST ,— " ,_ ,_ � 1/2" THICK PLATE r 1 ■ 1 3 1 3 5/8" 0 ANCHOR " BOLT, 4" EMBED 3 \ » __ -- '.0 .INTO CONCRETE TYP TYPIC BOLT PACING ...1 5 2" w _�/ / / w // "6 6 SECTION Aq 2!1.,- '''' r...:4,' ar $ !I ( 3TJO / L65eTILT WALL --„..._._,„,„ S3.10 SCALE: 1 "=1 '-0" :m .2ot,1 U § ANCHORS FOR LEDGER M a( 4BE ' V CONNECTION © WSEE 2/3.10 » %I..., w PL 1/2 X 6i �3.1C SCALE: 1 1/2"=1 v WZ TOP OF TILT—UP PANEL w 3/4" PLYWOOD z - \4X NAILER z - -- 8 6 M (I 8 >) i 4X12 LEDGER COPE THICKNESS c N ° N 8 W MIIIIIMIII1.-a. O o 0 wv)W16 TO CLEAR EMBED & CONNECTION N.N. og 0 3X NAILER TYP E 3X FILLER o 11"---. � ~ g B 3/16 I o 0» TYP ! o O w z P. . gi�- 3 8 THICK CAP PLATE , 3/16 p � w BEAM & W v 6 � �- — — I I�' ( -- ° °J o ,03 I____.___.. J g � EMBEDDED _•IN 7-----1 1 HSS 6X6 WITH CAP PLATE 53.10 1M, OPP HAND " PLATE ,� � \ p • w o i I 11 o TILT—U P PANEL TYP 5/1 s ° o w \ 1 4 — .L � 1 s N` / z 8,. �': 17°1 . / o o- 1 4 Q:5::z 3/4" 0 BOLT, TYP w S `'' (� _ -1 W16 W (.4j) t 0 r, , r :\ _ ___0 0 I w 3/8" THICK PLATE L _ _ J \ X6 1 \ —° ° i ° HSS fi TYP� ,� � o m o N Sw w W 18 TYP\ � ° W18 7 : :: � 2 : :: M A i j 'THICK EMBEDDED PLATE INSET / 2 4k — z W16 TYP FROM SURFACE OF TILT—UP PANEL 3/4 ° 10 B " » EDGE OF TILT—UP PANEL ,/ N " `` • " _� 53.10 — WITH (4) 0 X 4 HEADED /� 4 3/1s 3 8 THICK PLATE NOTCH COLUMN �] 1 _ TYP 3/16 TO RECEIVE PLATE. OFFSET SO V HSS 6X6 CONCRETE ANCHORS o e ° gs F, » BEAM IS CENTERED ON COLUMN TYP MAX TYP .) ,.. 412 /,/ HSS 6X6 1 1 2" 2 1 2" 6 W Z= MAX TYP / / ;_� � � o � �„ » /// 8 E T I w 1 1/2- 2 1/2 TYP TYP J so // NOTE: NAILER AND PLYWOOD NOT SHOWN S3.10 SCALE: 1 1/2"=1 ' 1- i 2 TYP 7 TYP CAD ALE: n 07006-S3-10 REV1 Q ELEVATION SECTION B—B FOR BEAM TO HSS 6X6 CONNECTION SEE 6/53.10 S3.1I (ONLY 6/S3.1 CO PLAN ii a I ( 5 \\\ 6 I I S310 SCALE: 1 1 /2"=1 ' 53.10 SCALE: 1 1 /2"=1 ' 4 i 1 1` t I ` \ *'144' )C r X n0 C � 0© Z C a. .te /� ED z Z 0 CO z % , ....., ,,J., v (i) X C ) 1111 rrn Fri O :: > - r-- N.,,,,,,s....erommodbrrooroprine rf) o O r-- r- C , m ( z •) R. zi (ii A C3'C.> --,„,,,..., m Z o '�: tnX O rn ,- CC, • � O z O G7 / co X X 'O ; 1 "0 � � C .......1 \ X) I z V 0 II 9 3/4" 1 '-0 1/2" / / / CO 2 5/8" 2 5/8" 2 5/8" 1 " // 2 5/8"/ / / 1" \ \-, rn (D \3 • • . • • m O N -z m v x • • • • u mz 00 • • • • Z -r V M \ 0 • • • • + O m r C M -.I co` R. g (Cr-) \ • • • • • • • • • \ • • • • • �' • • • • • n ED • • • • D • • W • • - 1-- • • • • 0 • • • N • • • • • v) Cn 0R II a t .. r-Ti • • nr � z Om NCn z � � --1 • • • • • m m 0 7) , › z N z * 0 • • - 1 rn M 5 c -v.::-v • • • • • \ A frI N 0 • • ; N C. C) O \ r-ri \ .......J I_ Ili 1"1 „ 2 5/8" // / / / // z 2 5/8"1 2 5/8'12 5/8"\ 1 '-0 1/2" / / > 0 m m --‹ m rn Z pi v) pi 0 m RE 15 Sei, i A. o - Vo ' 0 cr) --, r-- - ;;-..... . ,,,,_ .4. - ...as el .......I 0 Z A . _W ,.. 0 'Ilk m '�c J e� m n z 0 V) S g TITLE: EXISTING ROOF REINFORCMENT ■ m STRUCTURAL CLIENT: HemCon �■ WF R CTURAL 10575 SW CASCADE AVE, SUITE 130 •• EVERGREEN ENGINEERING EXISTING ROOF REINFORCEMENT DETAILS LOCATION: TIGARD OREGON 97226 •-- • '- Engineering and Construction Services REV. DWG. #S3.11 JOB # CLIENT REF. # DES. OWN, ZRM CHK. APPD. S. CRUFT -'''..-.-..;'ti.;.� SHEET OF 07006 ' -• ' - • HILLSBORO EUGENE VARIES DATE:02/13/07 DATE: DATE: :'• • '• 7431 NW Evergr+ , Suits 210 Hillsboro, OR 97124 860 St, 03/07/07 ISSUED FOR CONSTRUCTION �i�' �y / , OR 97402 0 ZRM SEC 03 Q\ THIRD THIS DRAWING, INCLUDING ENGINEERING. DESIGN AND PERTINENT SPECIFICATION, IS INTENDED SOLELY FOR THE PROJECT STATED IN THE TITLE BLOCK. IT MAY I (503) 439-877 7 FAX: (503) 439-8787 / (541) 484-4771 FM::(541) 484-6759 J PROJECTION NOT BE SUITABLE OR SAFE FOR OTHER PROJECTS. OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF EVERGREEN ENGINEERING, LLC IS PROHIBITED. REV. BY: APPD. DATE: DESCRIPTION 1 w ., GENERAL NOTES A SEE SHEET 50.1 FOR GENERAL NOTES Z E 0 a re O w KEYED NOTES r 1 PROVIDE (3) ROWS OF SIMPSON z I 0 SDS25212 SCREWS @ 3" O.C., 2" EXISTING 6 PLATE REINFORCEMENT EXISTING 6 3/4"x25 SPACING BETWEEN ROWS. 3/4" x 30" ON BOTH SIDES PER EXISTING HINGE NEW 3/8 x6 1/2" GLULAM EXISTING w TILT—UP WALL 7--- GLULAM BEAM DETAIL 2/S3.11 PLATE, 24 LONG 2 PROVIDE (3) ROWS OF SIMPSON N SDS25212 SCREWS @ 8" O.C., 2 SPACING BETWEEN ROWS. o d 0 M S 3 Al IACH PL 1/2"x4" TO GLULAM WITH (2) a Q / \ ROWS OF SIMPSON SDS25212 @ 2" W a 0 0 0 O.C., SEE DETAIL 3/53.12 N 4 AI IACH PL 1/2»x4,� TO GLULAM WITH (2) ROWS OF SIMPSON SDS25212 @ 4" O.C., o EXISTING HSS 5x5 9'-6" 6'-2 1/4" 6'—O" '_ " 6'—O" SEE DETAIL 3/53.12 COLUMN WITH / 12 0 6 --p 6 —2 1/4" / / / ` / / " n COLUMN CAP 5 1/2 gm 24'-0" �i / m 46'-4" z .2 w / / am 6 i 5 1 Ili ln W dtr fi ELEVATION LOOKING SOUTH III c (EXISTING PURLINS & PLYWOOD NOT SHOWN) Z : IT 1.1. g 4 v (n N w ts E (iGLULA / ,A REINFORCEMENT Z �� S3.12 SCALE: 1/2"=1 ' �. � ° "` o� II 0) Vr . U .i g 1.4 it m . m F C 2 ' 7 W(7> ;111 EXISTING 6 I I • •■ `.. 3/4" 30" 3 r ■ ■■ 3/4 x 30 PLATE REINFORCEMENT EXISTING 6 "x27" " " S3. •• .• .'■•• : OR "x31 " EXISTING HINGE " " NEW PL x4 , 1 EXISTING • 6 ON BOTH SIDES PER OR 6r x28 GLULAM ■■ 24 LONG EACH TILT—UP WALL • • ;■�.: r - GLULAM BEAM DETAIL 2/S3.11 SIDE etitt 444t :40 h 10‘..EAlti / \ 1_ 61 ✓14'`,, tv od !I -3 to''°s 00 4 � zZ -EXISTING HSS 5x5 9'_6" 6'-2 1 4" _ N 04 w4 301 ,/ / 6'--p" 12' p" 6'--p" 6'-2 1 4" COLUMN WITH / ,; Q �, COLUMN CAP /" / /� / . " 5 1/2 S Zo1/24 -0 ° / l m 0 46'-4" = v' o N / , / iu� "•c I-- 0 _ ° � ELEVATION LOOKING SOUTH a 3 EXISTING PURLINS & PLYWOOD NOT SHOWN) 1 40 w 2 W Fp /2 G E L ' f BEA '\,,,' R E I F R G 'v;' NT E 3.12 SCALE: 1/2"=1 ' o W 0 o gj m 1.- Z ce W — w 4O. 74 id © DO• ce � � ao L. U Z : 6"." 64- ii Z O EXISTING GLULAM n 0 N t o W Z • p 2 N M d0 SDS25212 TYP W Z� . V SEE ELEVATION FOR SPACING 3 tY., 0 .4 PL 3"x4" TYP w D- ix aZ CAD FILE: ir i I 07006-S3-12 0W ti 3 GLULA ' LE \1 REI IP 53.12 SCALE: 1/2"=1 ' (p) .....t. TOP OF DECK i 19 -11 19 -11 „ ,19 -11 » ELEV. 20'-2” A.F.F. a 2'-11 1/2" 5/8" , 13'-5 1/2" 26'-7" 19'-2" TOP OF DECK 0 40 •f 6 2 5/8 TOP OF DECK TOP OF DECK ,. ,� 1 Q 9 0 '� y y D 1/2" ELEV. 19'-10 1 2» � » ELEV. 21 -1 1/2" TOP OF DECK ELEV. 19 -10 1/2 / 3 --8 1/2" A.F.F. ELEV. 21 '-1 1/2" A.F.F. A.F.F. A.F.F. A ril [1] [1] o i TOP OF WALL B Z MUM TOP OF WALL �E.=-- - _ - _ _.� _ _-_ --__ _ _NM•.....-..� "fin 43 117 All.•• /#11 1•11111, SW rg TYP. •••■ ■ ■■■■ i ■■■ TYP 0 AMC. AMEN k 4.1111111. 0 1111 Vr * . AA:6 Qr! f, N ■ s a 6 6 z, W o Z�1 , 54.3 a U fl 1► II l 9 0 ( ,/ Al 1 /� 3 -4 N 2 11 1/2 8 -0 8 -0 TYP. FI \V ir W O 0 0 0 A 0 ? i 1� 0 — _ _I o v) w t= ce 0 N. a_ El 10 9 r. r... . i/ \...\ 0 \._, . \ ei,.. , , a_ v) X i 0 CENTERED ON i N ! `\ �' `\ % o _ �. o L� M M ■ I J = i� n u I N d o 0 STEEL BEAM i , t '� ;r, Q \\ tt ! :/ oo TYP �n e m 0 n Y Y o , ,TOP OF SLAB �• TOP OF SLAB - • -- - -- ,� KEY PLAN Q 1 11,41111.v Li ilapp. :Am TOP OF FOOTING ,� Nv TOP OF FOOTING . N 0 14 13 12 8 a fl • 6 5 0 GENERAL NOTES o 0 TYP. TYP. TYP. TYP. CENTERED ON TYP. 1 " THICK. STEEL BEAM A ALL PANELS TO BE 6 /2 ?m B ALL REINFORCING TO BE GRADE 60 a (' Th\) NORTH PANEL ELEVATION 2 SOUTH PANEL ELEVATION m g� 54.2 SCALE: 1/8" = 1 -0 S4.2 SCALE: 1/8" = 1 -0 C PRIMARY REINFORCMENT MAT TO BE PLACED IN Z .2 2 Z W LaJ CENTER OF PANEL WITH SPECIAL REINFORCING w cn W ^ AS INDICATED ON DETAILS j F "* o 1� Z •- S 20'-11 1 2" 20'-11 1/2" 20'-11 1/2" 35'-3 1/2" '5 2 / / / / / / KEYED NOTES z ,, TOP OF DECK TOP OF DECK » » w o °' ELEV. 19'-10 1/2" A.F.F. ELEV. 20 -2 A.F.F. 1 #5 © 1 -0 ON CENTER VERTICAL # #4 © 12 c� �m / O.C. HORIZONTAL (4 CENTER LINE OF PANEL E 11 TOP OF WALL I!! .2 li III_ .- 0 r - -- -^- 2 (3) #5 (4 EACH FACE NOT TO EXCEED A o N 411111. AIM. A•lih.0 ,•■■• ,■■■■ ,•••• ,■••• WIDTH OF 2 -0 SEE DET . 1-ys .3 c 11:1: 1■■■■ 1■■■■ I■■■■ 0 , 1■■■■ 'J -411). wo TYP ■•■■ ■■■■ ■■■■ I ■■■■ w CE -..• C, 3 -., (4) #5 EACH FACE NOT TO EXCE A W 2 = ara O 0 » „ r, WIDTH OF 3 -0 SEE DET ;/S4.2 .s S'l•3 .-;a) ii TYP. TYP. d- 6 -0 13 -6 iii c 4 #5's AROUND OPENING& DIAGONALLY @ CORNERS t ,� EXTEND REINFORCING 2 -0 BEYOND EDGE OF O 0 0 0 0 0 ! 0 '\><-' '< z OPENING \ _� o ■ •L..• �■ �`` a_ x 5 (2) TOP AND BOTTOM ■■■ ■■■. • O (.) 6 3/4" GAP BETWEEN PANELS OR BETWEEN •. ■■ • r 0 ! PANEL AND HSS COLUMN. SEE ARCHITECTURAL . •■■■■■■; I � 1 , TOP OF SLAB TYP. FOR JOINT DETAIL N 7 EMBEDDED PLATE FOR BEAM CONNECTION SEE TOP OF FOOTING DETAIL CO" tjl f s3.,n 0, � 0 a 11 10 9 7 8 (2) #7 A706 CHORD BARS PER DET QE/ 1.3 = 6 mo TYP. m 9 BASE CONNECTION PER DET-6-/S4.2 LOCATE 1 '--6" ' FROM ENDS AND EQUALLY SPACED IN BETWEEN, '� N 4 1 3 BEST P ANEL E LEVATION W . •. - 10 0 MAXIMUM SPACING 0 g 06 S4.2 SCALE: 1/8" = 1 -0 W 10 (2) #7 BARS WITHOUT PLASTIC SLEEVES @ ENDS a oa o a 0 LAI 11 (2) #5 EACH FACE NOT TO EXCEED A WIDTH OF cu, ° cr N w6 0 1 -0", TOP AND BOTTOM OF OPENING a z 0 wn 24 -5 / 24 -7 , 24 -7 / 24 -7 ,, / o m � � � o0 W U N .II as U -1 o >u? TOP OF WALL I - ---•, ;-rye --- 4' « F � o Arts II Ille 0 0 I C .---------- CD i•••• rii © 1 •• 1■■■■ 1■■■■ i■■■■ Z lit a. TYP. is a•• AO, IN si•• s mair am•V a U -..N. -.ill op ;i7 N ,� X z \\\_ I oprool 0 0 z o to ($. 3 7 -8 13 -9 13 -5 3 -4 8'-7 1/4" g _5 21 a � n y _ TYP. �. ; c, cea zE i / _ 5 "�'� Zpo`7 1 a � La- o "�3 e. ' ( / . C 7 61_1 oa I 'N 0 t_./ > z 4 I N cr v) Z W o `x' t I `v /' Q .. Z J NI oI 2 0 //// \\\\ X N /ice\ I © S N O oa / ■ i\t TOP OF SLAB — �• ! - \ .A -- - // 1 O V S TOP OF FOOTING \ 3 � CAD FILE: . �z, 1 . 4 0 ® 3 © is 2 0 0 1 fl r TYP. CENTERED ON TYP. TYP. TYP. TYP. 07006-s4-2 REV1 4 , STEEL BEAM li d o 4 EAST PANEL ELEVATION 1 S4.2 SCALE: 1/8" = 1 '-0" - 0 s -4 °Ii4 f I ... _ • QØio 9 , - II Ei © ii L 2X2 X 1/4 X 20 LONG c. OF PANEL JOINT— B 0 4' FOR CORNER CONNECTIONS iiii ell *E Q . . 2" MITER CUT AND WELD PL 5/8X6X1 '-0" 2 10 10 i" GA W 2- %4" 4 s�X " yrrr o� MIN . •i.* MIN BETWEEN BAF HCA OC & 2–#4X1 '-6" EU ck3 1— A A 6 3" MIN III 'e' 4. DOWELS BENT AS SHOWN �� -:: (2) # 7 CHORD BARS - . ;; ONE ON EACH SIDE OF ,� Z V <3 SIDES IS / / ANCHORS �' Q — 5/16 . LEDGER E 8 8 �"'� = PL 3 8X3X0'-3" W/ STD , I _I N . ... SEE PANEL ELEVATIONS / / DRYPACK AFTER rli » - . HOLE w 10 9 r. 1 4J WELDING SPLICE » , TYP o 1— L6X6X3 4X0' 8" W/ . W CONNECTION l'-0" 1 –0 , 8 ,.. . • 2"0 HOLES FOR AB'S N. ° �' °� o �-- PLASTIC SLEEVE OVER CHORD BARS INSIDE FACE , H e m C o n _ _ 2" JN W d TILT–UP CONCRETE 1/4 PANEL LENGTH LONG 0 EACH END, 1/4 2 & C2 KEY PLAN 6 1/2" WALL PANEL 1/4 » �(OTHER EINFO CEMENT NOT SHOWN) ELEVATION 1 3 » » 5" N SECTION 1/4 2-3/4 0X9 ANC BOLTS 0 5 OC NOTES BEN ERAE a 1 CHORD SPLICE A ALL PANELS TO BE 61/2" THICK. S4.3 SCALE: 1 1/2"=1'–0" g'° B ALL REINFORCING TO BE GRADE 60 � m �, 2 TYP PA NEL C � N N � F D � 2 -g S4.3 SCALE: 1 = 1 –0 C PRIMARY REINFORCMENT MAT TO BE PLACED IN rt. ( CENTER OF PANEL WITH SPECIAL REINFORCING W to usg W ck- AS INDICATED ON DETAILS i 10 o li r.10. y KEYED NOTES z -7, ,,,,.. - I u c LI 1 #5 0 1'-0" ON CENTER VERTICAL # #4 0 12" v g� II O.C. HORIZONTAL 0 CENTER LINE OF PANEL Z E -2 isi 2 (3) #5 0 EACH FACE NOT TO EXCEED A ° ''''n ' WIDTH OF 2'-0" SEE DET •.2-" . LLB E. 1 P. 3 (4) #5 0 EACH FACE NOT TO EXCEED il ..1 i E WIDTH OF 3'–O" SEE DET 7/S4.2 - 3 s m q. 5 > .6)w W W 4 #5's AROUND OPENING& DIAGONALLY © CORNERS I EXTEND REINFORCING 2'–O" BEYOND EDGE OF OPENING :1, 8" 5 (2) TOP AND BOTTOM N L6x6x 1 2, 8 LONG .• ■■ `~■ .� TYP PANEL REINF / .w ■ 1" CLEAR DIST BEIM LATERAL It Y2 x 4 x 12 6 3/4" GAP BETWEEN PANELS OR BETWEEN ■. ,.�■: ■•/ ■■ ■i■■■�■■ ,■■!■■ r TIES SHALL NOT EXCEED 18" / PANEL AND HSS COLUMN. SEE ARCH FOR JOINT DETAIL. ■■1■'•■ •jr/ . • . / .. . V. • . . ••O ♦ t \ • •.....■ .�C a .• d . . . . . . 7 EMBEDDED PLATE FOR BEAM CONNECTION SEE , \. �• FUL HEIGHT VERT BARS •' . - PL 1/2» W/(4) 3/4"x DETAIL 4/S3.10 rig FOR SIZE & NUMBER SEE PANEL ELEV . • ° d 4 3/16 m 1/4 V 6" 8 (2) #7 A706 CHORD BARS PER DET-/ 5 11.3 M �, » � 2" RECESS, FILL HEADED ANCHORS 0 6 O.C. #3 TIES & CROSS TIES 0 6" OC WITH GROUT -- r`1/4 3 7.51-I3 EXTEND TIES 24 ABOVE & BELOW " 1/4 9 BASE CONNECTION PER DET 6 LOCATE 1 –6 0 OPENING. TIES TO BE SPACED 1 '-0" 1 s SCH 40 » » » ' w SPLIT PIPE 3 ,. i� 1 FROM ENDS AND EQUALLY SPACED IN BETWEEN. 10 0 W OC REMAINING HEIGHT OF PANEL » - MAXIMUM SPACING qj ® 8 LONG NOTE:LOCATE CONNECTION AT ALL CORNERS Q N ZZ NOTES 1 '-0" BELOW BOTTOM OF LEDGER. 10 (2) 7 BARS WITHOUT PLASTIC SLEEVES ENDS TYPTCAt PANEL VERTICAL REINF SHALL BE OMITTED PLAN C PANEL JOINT #7 WHERE SPECIAL REINF IS SPECIFIED. CONTINUE °, v A gi R UGH MIDPANEL (2) #HORIZONTAL REINFORCEMENT TH 0 U °11 #5 EACH FACE NOT EXCEED A WIDTH OF i'-0" � W� V LOCATIONS. EXTEND HORIZONTAL REINFORCEMENT 5 PAS EL T 0 PANEL CON N . C 0 R N ERS o re ,. W 2'-0" INTO PANEL END LOCATIONS. S4.3 SCALE: 1 1/2"=1'–0" MI° N_ 0 F- ADDITIONAL PRECAST PANEL REINF N II S4.3 SCALE. 3/4"=1 '-0" �' �� � z 1 N •di ¢„, l o -I G g> 3::#' :N Ii f W c'° qtt -z gg Li PZ #8 x 2 –6 in' tg K .1 W ET,� 2 to V ir W k 0 li . e[ mZ m C� � t �` U O p S IX 415x • PANEL JOINT t W ii . N PANEL JOINT ELEVATION K) j 25 • os • Z •4 PANEL TO PANEL CONNECTION 3 1ga S4.3 SCALE: 1" = 1 '-0" 0 u) gm CAD FILE: •• 07006-S4-3 og r li. 117 : _ • ..:. .. 1010' _ .__ 1010_ 1010 _ 1010 10.10 _ , ..r 1010 i _10101010—, — — __ -'?.. _ _. _ 1010 (' ,� ' S 1010 ' e r 1 I I I 11 '-9 3/4" / / I N Y a a v 1'-0 7/8" r --1 `� F- I I F. i - I _ _ _ .1000. ...._...... , I I i i 1 �; • I I 1 ' i 0 I rn I I I I I I 0) --I hi III 11111•111■ WEIL 1•1 I L _ �� � � ����� \ `� 1111'\ �1=1 / \ \ \ I I I \ ► I I -P L- I I IY I ► L _ _ (rn \ - -1 ri, c°4 > 3' 1 4" \ / - _10.10 co e ii v 7'-0 1/2" iV \ \ a __- _1010 —1 ha — 10.10_.. ` ' I )Y 9` i o I I cri i no — — J I z ` I . Y ► I le I co r-- > ., le I _ _ z co. L J V / \ N ■10 CO u \ \ -- \ n 7 I 0 i I 5'-11 1/16" I/ / \ I I _ L _ -1 J L 1 I I - 1 5'-2 1/2" 19'-3» / i \ .\,1 \1ENNNN ___1010- _ 00 Y c. ru 1 \ 1 —1 I I I I I 0 0 N - > C 0 € 0 o© 0 1-71 ni H z › z › -< m z — — 0 C ,-, (--,7C7 C Cl) — — m --1 m --1 \ r= E -1..... — _ K m K m m / _l II — ti < X < X —1 I Z O —` —!ii 0 Ifs -A, Affli, e 1 '''' NNW 4' •;'.' 00,.. 1 r4. N,.3A Z. KIN 11,1 r.,„?. - . 4,-.. ..7,. m m m = W.4111 7 \ F ' - v ,,,�► fix, r-,-� o M � I- ...� z m —< 3 _o0 CO I e o z —0 C") 1._____ 1 ____.0 r 1 z D I -- o l 7 0 © o o 0000O0 0 po TITLE: LYOPHILIZER 3 & FACILITY EXPANSION • ° m � CLIENT: H�mCon �• P STRUCTURAL 10575 SW CASCADE AVE, SUITE 130 EVERGREEN ENGINEERING• ; TRENCH & SLAB DEMOLITION PLAN LOCATION: TIGARD OREGON 97226 Engineering and Construction Services al 1010 9 9 REV. DWG. JOB # CLIENT REF. APPD. ■_,' . S D5.5 oES. DWN. CHK. 07006 .. .�. SCALE: '; 10'10;•.�.; . • HILLSB0R0 EUGENE SHEET OF 3/s"-t'—o" DATE: DATE: DACE :�• 7431 NW E �sn kkwwyy, Site 210 HI Oro. cat 97124 ago Cons r St, ups. oR i�74O2 0 ZRM SEC 03/02/07 ISSUED FOR CONSTRUCTION .,...,..E. THIRD ANGLE THIS DRAWING, INCLUDING ENGINEERING. DESIGN AND PERTINENT SPEC�ICATKMt, 1S INTENDED SOLELY FOR THE PROJECT STATED IN THE TITLE BLOCK. IT MAY (503) 43�-8777 FAX: (503) 439--8767 /(541) 494-4771 Fix: (541) 484-6759 . . , PROJECTION NOT SUITABLE OR SAFE FOR OTHER PROJECTS. OTHER USE OF THIS DRAWING WITHOUT CONSENT OF EVERGREEN ENGINEERING, LLC IS PROHIBITED. REV. BY: APPD. DATE: DESCRIPTION • -- - - -- - - - --- • -, • • • - --, - - 1 I C t I k b I I I I a --- -- _ _I - - - -(- I T-r - - - - I 1 1 r. 1 1 _ L I I I I I I D I , I I I ® I I N 1 I [di a C) I _ _J - ----� -- - F- - - - I - I -- - - - - _ -I- 1- L _ _ _ _J _J L - - - - I / L _ i .- _ ,/''■ I 0 r _ __ " L ( __I -L iIc\ 0 ((,---,) -- 1 .., .I ea 10) _ tri 0 0 o ■'' - -,✓ - ,(. ,, z 0 N CA 0 II- 0 W I v 1 I -P' 4,■ j I*F O --- --- — M z a; -�.,/ --z Z M `---el E" I n NI C� �,,, 011' , t./) ____ I (Al = C� Q Go I 4 --4 O`� N r-- L __ _ ...... k I N.) 0 I o z ,� I 111111 N N o C.) (A r-- m 0 > =MOWN ••■,..."0" z cn / L w ° N / L. _.---7."* / _1 I I I \ I r -- - - I 19Q 180 170 160 ) c§* F0 1 ■so I I C.C3 1 L i 4111, _ __ _ __ _ (.., E._ D I C-) I 7 --I- 0 I C ! a ! I 411111 1 0 v.- • b �� ! G) F • I — I 1 r— I I — --I 1 I I 1 1 1 0 0 I" > 0 ® 0 0Q 0 I m 1-7 m • p 70 c:, v) V J tom'! D D e? -►-0 -< -v m o c-a Ph Cl) F l _ 1 o z 7) � Ci = r -1_, .._. _ o cy) --o ...,a. m —1 I I ---- N 7) ED °� -' I -H CO j - 0 , v) 0 - ii X C7 Fri r m o z - —z g .4?11116;\ iffietZ4 It\ B4.) 4. 0 1;04 s 142; .,v 44 7 cl 4.:(*tZ ---10" co ? . m m M Z — —ea `` V _ . -i _® ® O I m 0 1 I I --o r—D � I O o © o o oc o 03 0 o - - - 6 TITLE: LYOPHILIZER #3 & FACILITY EXPANSION i ' i CLIENT: HemCon - �� STRUCTURAL 10575 SW CASCADE AVE, SUITE 130 EVERGREEN ENGINEERING i •• TRANCH AND SLAB PLAN � • LOCATION: TIGARD OREGON 97226 •"• - '• - Engineering and Construction Services• REV. DWG. #55.5 JOB # CLIENT REF. # DES. DWN. ZRM CHK. APPD. S. CRUFT .•• .,..;"ti.;.. 07006 SCALE: • • •.. HILLSBORO EUGENE SHEET OF g fg••st•�•• DATE:02/13/07 DATE: DATE: :• ` - 7431 NMf Ever+Qroen , Suite 210 Hitaboro. OR 97124 860 Conpef St. use, OR 97402 0 ZRM SEC 03/02/07 ISSUED FOR CONSTRUCTION `, P IRD ANGLE THIS DRAWING. INCLUDING ENGINEERING DESIGN AND PERTINENT SPECIFICATION. IS INTENDED SOLELY FOR THE PROJECT STATED IN THE TITLE Be. AY " J (503) 439-8717 FAX: (503) 439-8787 I (541) 484-4771 FAX (541) 484-8739 REV. BY: APPD. DATE: DESCRIPTION ROJECT1ON NOT BE SUITABLE OR SAFE FOR OTHER PROJECTS. OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF EVERGREEN ENGINEERING, tic IS PROHIBITED 0 ,-, t C 7 f . , 1 /1' � O ...___ - I 1 . ____ _ 1 ........„________ 0 1--- 1 ___________________ _ i \ II C I g------1 / 3101/4 m ICI oz ' c o (1.\\ II I v I -- () 00 I I n CJ Co CD I rri K 1 at r-° -- - - - - - - 7 0 CO o II V al --) o I 1 o�.r•i ni IoMiunri0rrru.� L J i 1 1 1 Iv I N ■•I - - _ _ — ---�► ~ -- -- - - - I I 3 o I I 0 I I 0 I 1 I I I I L _ _ _ _ _J \ \ \ N I \ I D _ _ _ o \ \ 1 15'--1 1/5'-8 5/8" >/ _,, ► 1 co U20'-2 5/8" 7 3/16" 4 // 1, \ 4-0,0A \ \\ %,,,, ____ ___ _ \ \N ► I 1 0 •■••- I 0 i II on ----1 i I \ I D 1 1 1 to I (\ ,J — — -- — — — — — — — — !;cr)4 r 0 N > ® 0 0 rn ri z > z > --< rm z _.__ _ 0 cp *7o 7J cn _ _.. I 0 K � K � m _1 i12 � _ 0 ors � 1 -® < X < ?C M c m �-- —® F-1 c) Fi c--) 0 — —\—r-4) M M73 - o z - . l o o �, .g. 6.-- ® Z c� c...)c z '` 0 0 O .4,.. '.6, ► c) z z o 1■1' titP,"o l -- Fri r m M e e 1 I e co --< 3 co _ IN I —0 0 •111•MII I 1I O r- 0 f I I i 1> Z al e ./ e © o ® ® gS ® 0 16, TITLE: LYOPHILIZER #3 & FACILITY EXPANSION i- ''\ MI HemCon I CLIENT: I EVERGREEN ENGINEERING Mill 1 ri� STRUCTURAL 10575 SW CASCADE AVE, SUITE 130•• TRENCH DEMOLITION PLAN =' • j LOCATION: TIGARD OREGON 97226 ='_ _ '• Engineering and Construction Services —al. REV. DWG. JOB # CLIENT REF. .�!_ • •' S 5.6 DES. DWN. CHK. APPD. • --"::11.16%''r_ .: •.: • • HILLSBORO EUGENE SHEET OF 07006 -i-OM DATE: DATE: DATE: I••I'•= 7431 NW Erna, Fes. salt. 210 Hn1saom, oR 97124 860 Cong.r ,St, ��er�, OR 97402 0 ZRM SEC 13/02/0 ISSUED FOR CONSTRUCTION �C1 THIRD ANGLE THIS DRAWING, INCLUDING ENGINEERING, DESIGN AND PERTINENT SPECIFICATION, IS INTENDED SOLELY FOR THE PROJECT STATED IN THE TITLE BLOCK. R MAY (503) 439-8777 FAX: (503) 439-8767 /(541) 484-4771 FAX (541) 484-6759 `I Z: PROJECT1ON NOT BE SUITABLE OR SAFE FOR OTHER PROJECTS. OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF EVERGREEN ENGINEERING, LLC Is PROHIBITED. REV. BY: APPD. DATE: DESCRIPTION �� I .ems:. 4'!∎■11.1ie it a 1 I t ; ' /\ / \ / \ I / \ < \ \ \ I \ \ \ \ \ \ --- 0 - _..... 11) \ \ I I \ \ \ \ \_ I \ \ _ \ L _1 C3,v \ 1 1 \ I \ (J) \ • J \ O 1 \ G`0 \ I • \ \ \ \ \ I \ \ \ \ I \ \ I O -" II II 11I11 CO I CD "A P - _ -1 O 00 I I — — — — — _ _ MN O FA 7 L - - - -I- - - - -1 1-(f)---- I I til N Cs (.n C7 -1 40 1)=. 7:1 I I __ __ _ 0 v C� 0 —I'"` � I I I I 7) z < 120 > < 130 > < 140 > < 150 > z it c� y I I I f I / I('' .,....... r-- In 011 = cn -1 > __.1 1 zz .......s.I O -.a -o I 0 n(,:410(/) w r -- — I I1 l I I l 1 � 41 .` 160 170 180 190 200 190 I 1' f Eii I ---, 1 0 i II pp I I o --J ,Q I i if (c) r - I L _ _ _ _ _ _ _ _i CSI I- - - - _ 1 F- I I I I G.:_) 6 I- rri 0 .... rn —‹ › (i) rn 0 f'l (i) 0 0 0 0 ® o r o n � 2 , cn In — — 1 .4... z ° z � m 33 � i > 1 z co ° -H 73 z © 1--- — r -�— _ m = o � o O -- �, — I z O° cn � � i 1 `' 8 = C"'") 1/4.....) -in _ M 0 liii: ! '� I I I z 1 c-,,,,, cfit", 4., ,b limbi.„ ,Gt„ CO rri 1 --' 1'�1 CD I I 3—..<-1 m 0 0 1 w.i �' ► c -rl T1u '1 1- ° m I- M > -0 > I I I I a "' z o – O 7 Z III ■� i 0 0 o © po c o V • , - 8 0 TITLE: LYOPHIUZER #3 do FACILITY EXPANSION Tm STRUCTURAL CLIENT: HemCon . • EVERGREEN ENGINEERING TRENCH PLAN . ' - ' w cri 10575 SW AVE, SUITE 130 - . - LOCATION: TIGARD OREGON 97226 ` • Engineering and Construction Services REV. DWG. #s5.6 JOB # CLIENT REF. # DES. ` OWN. ZRM CHIC APPD.S. CRUFT ::..: .•. 07006 sou: ..• :. `• HILLSBORO EUGENE SHEET OF 3/s»=1*_o» DATE 02/13/07 DATE: DATE: ;- I I. 7431 NW Evergrem Pkwy, rultt 210 R lhaboro. OR 97124 860 Conger St, Eugene, OR 97402 0 ZRM SEC 03/02/07 ISSUED FOR CONSTRUCTION , ti THIRD ANGLE THIS DRAWING, INCLUDING ENGINEERING, DESIGN AND PERTINENT SPECIFICATION, IS INTENDED SOLELY FOR THE PROJECT STATED IN THE TITLE BLOCK. IT MAY (503) 439-8877'? FAX: (503) 439--8767 (541) 484-4771 FM: 0541) 484-678 \I PROJECTION NOT BE SUITABLE OR SAFE FOR OTHER PROJECTS. OTHER USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF EVERGREEN ENGINEERING, LLC IS PROHIBITED. REV. BY: APPD. DATE: DESCRIPTION 6 • 4 0 4 s kI IT, 00 o o ® ® ® ® ® ® Q _ _ o Ell ANCHOR BOLT GROUP AIIJdHOR BOLT GROUP I O _ { I 1 I III I I I_ I 8 I I I I I — - _ I I 0 L - - 1 1 I I I I -O I TOC EL 112 —4 — i —1 1----- — 8 g _ _ L_ ......1- - al all �- 1 I o °- �-• _ — 7,..r._ — -) kIANCHORBOUrGROUP I I —� I I ;;_. I I I • I I I o o w 0 N D ^ I 3 I 5 f Z S5.7 0 I I I I i r 0 e TYP 6PLCS 2 Li- I N -JI HemCon W S 5.7 N ., i cn I KEYPLAN I ° w l I I I N �..) I I � M D GENERAL NOTES ° I I � o 5.8 w o. 1 TYP �' I )---------55.7 A SEE SHEET S0.1 FOR GENERAL NOTES N N E I w 00 TOC EL 112'--4» V •': : — I — — ANCHOR BOLT GROUP KEYED NOTES o rzi TOC EL 111'_O' / 1 —0 16 --6 a : g:... / I 1'6 —6 1 —0 1 EXISTING CONCRETE SLAB TO REMAIN Z 0 - ' I W ,� m ANCHOR BOLT GROUP I 2 CUT OUT EXISTING SLAB FOR PERIMETER OF SHED U W c. i SLAB TO GO THROUGH = dtE Z -2 §, � � E „ 3 5" THICK SLAB WITH #3 0 15" O.C. WACH WAY AT ... 35,-0" 1 1/2" CLEAR FROM TOP Ur i rt I— I 4 ADDITIONAL 4 3/4" 0 A307 THREADED RODS WITH ITT _ I RAMSET/ RED HEAD ADHESIVE ANCHORING SYSTEM TO MATCH 0 15!BASE PLATES OF LONGITUDINAL MOMENT FRAME SUPPLIED Z o 3 BY PRE--ENGINEERED BUILDING MANUFACTURER. 6 3/4» EMBED U = in S5.8 1111 5 ADJUST TOC EL IF NEEDED SO THAT THE SLOPING TOC IS a I 1 I I PARALLEL TO THE RAMP SURFACE CC rn g "`- I I _ a .. Big S5.7 I 6 MATCH SLAB TO EXISTING SLAB ELEVATION ILA e 1 I I m _ L___ E L I > •a, ii I I U 1.5 it \ Lr% ....1 1 11 ■ r r• <121111>5 I I i i e • rr�r • •i ■■.rrs■.r ■■ r i a : r r `� TOC EL 109,—6"--)'''.--.-j' -• 6„ .,.... : • ■r t` id A UTILITY SHED FOUNDATION PLAN a 55.7 SCALE: 1/4"=1'--0 5;`'-*'?..\ ROI' :. if. -R /-e°,.s'''',;t I N , -4,4,:o;,\ cn wi qj (E) SLAB ��r 2 2 . #3 CO 15 O.C. c., ANCHOR BOLT GROUP '' S R4 4tN Y � j _ \-- s%,N4I1V 24 10>10/ 0 TOC TO MATCH (E) SLAB #5 TYP T&B, EXTEND 3'-0" g a 0 0 0) \ - ' / '-) INTO SLAB TO NORTH AND 4e = N a q• 0. 4' ALL THE WAY TO EAST \ i" PJF cf,' so 2 I g § 4 -. ) #5 IN m op 2 ° _ 1 - ANCHOR BOLT GROUP .. 0 a Z N 0 1 w Q 8 id g li 1.1:1;,1:1=1: LOWEST FINISH (E) SLAB N 4 A307 THREADED ROD �Y-#7-' -#Y-.YS'�'w` GRADE OUTSIDE TYP g ii WITH ITT RAMSET/ RED wp -_x- - - - 6 LAYER OF COMPACTED CRUSHED ROCK #3 © 12 • • • • .!►:• FOUNDATION z 12" HEAD ACRYLIC 7 AD H ES IVE o fax OVER COMPACTED SOIL OF STRUCTURAL FILL .. I O.C. 2 J ti N6 ff PER GEOTECHNICAL REPORT ANCHORING SYSTEM 6i." a LC N 1 —0 °- �' r w _ r • • r . • _ w d IPPP .'IJAVI='•'r'-.'i'= 1 3 4 1 3/4" EMBEDMENT. Wr� �:.1 #:.1. ..1:�:1..f..1:ii. o 0 0 kil#14,0441,01#101104 » _tJi_ 0 $ - 6" LAYER OF COMPACTED a a' o 41. N g ` 1 SECTION AT SHED FO U N D AT I O N 2' !f CRUSHED ROCK COMPACTED IR Z o ° 1g o , S5.7 SCALE: 3/4»=1'--0» — SOIL OR STRUCTURAL FILL M D o 3 ANCHOR BOLTS W ° W S IIE 5.7 SCALE: 3"=1'—0 r- 5 s o3 o D 3s 1 -1� ci L 2 SECTION AT SHED FOUNDATION g 55.7 SCALE: 3/4"=1'—0 m X2 CAD ALE: 07006-55-7 ,_ i I W 4 t 0 . •- t1 �pj , 6" -� / 2" CLR Z 0 di . L TOC EL 112'-4" RAMP SURFACE U 0 C E) 0L W OP CI *fie _- ° `14.- ,! --- lc:�a ..=. -. ;.' •s - - 'a • -' /N;.- ..,::.-A -!l., . / f. . :,........ii.•. •.: .-- ., .-7:.„;--fT-;.r;F.,'0• .. .s -,T`I-;ic _ * CIF'''-yam T'✓.:.- 1,” '- f V • - L� `p • RESTORE ASPHALT - •' • . - N : : #40 12 " O.C. '• N. • . • - - 0 w • N !— . •• <1 GENERAL NOTES . ci .. ... ... • _ . •. c„.BACKFILL AREA AFTER _ 3 15" O.C. �' �' a CONCRETE IS SET . . . . # V. : • A SEE SHEET 50.1 FOR GENERAL NOTES ••• : . J • ::: APPROX. TOC TO MATCH EL 109'-0" E. . SLAB : 0 0 Q • )\#5ce co Z J I M A w IS : R Z S • E. t W W W�ii _,,_.._,,._,,._T. �,,, V1 > 4 et r=%r ft r � %+r=. c W 6 Si " LAYER OF COMPACTED CRUSHED ROCK OVER COMPACTED o SOIL OF STRUCTURAL FILL PER GEOTECHNICAL REPORT 19 s " Z .: 1 _6 v, " / ILI c a 0 o gr. Z o iro. C C) SECTION AT SHED FOUNDATION u� _og SCALE: 1"=1'-0" co <a r.-4-- 19 •c g i it m 1 . la Es it c > .5 ii W w t 1 1 ( . r .• ., ..• • r 6" 6" .■.. 2" CLR 2" CLR ' ■ • •:•, r■ r (E) RAMP SURFACE (E) RAMP SURFACE v _ • ,!. o t''- e. ! v.:;j ..t: :- r,:,-`�' .r..•, V= 77-;:" .• )- - "r'• r •}'-. y;j--'. -. " T' -%�T'�.' •� T. �" ) 's•:� �.•-.�''i""- •Y '•y••..7"' ,,...:St.....-1. •`f.- re) ci — g 1 . - 5 a •- - . . . v) 4 • - .► W •RESTORE ASPHALT RESTORE ASPHALT �' N :nz r. 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