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Plans (6) G ' - BUP2016 - 00141 t 4 Portland RECE ' I,, it JAr ard, 1 �',; rl',- ;� Ion �iT��OGBI 1SOI� it. it., BAIL Location Project Team Sheet Index ' JOHANSSON ARCHITECTURE, PC TAX LOT #: 25112AC00600 OWNER ARCHITECTURAL STRUCTURAL n Portland Compressor Johansson Architecture, PG TM Rippey Consulting Engineers ARCHITECTURAL: �� `4R�e CITY OF TIGARD 1440 SW Bonita Road 101 S. Parkway Avenue 1650 SW Beveland St. AO.O COVER SHEET (5 KARLJONAWccn ,. Tigard, Oregon 91224 P.O. Box 118 Tigard, OR 11223 AO_I CODE INFORMATION PLAN 0l Contact: Bob Wilson Battle Ground, WA 18604 Contact: Tim Rippey A2.O OVERALL FLOOR PLAN Contact: Ryan Wing Ph. (503) 443-3100 D2_1 DEMOLITION FLOOR PLAN NORTH • ° Land Use e-mail: roving@JohanssonArchitecture.com e-mail: trippey@tmrippey.com D22 DEMOLITION FLOOR PLAN SOUTH rP Ph. (360) 687-8311 A/1 FLOOR PLAN NORTH 7,?, the Ground,WA O� A22 FLOOR PLAN SOUTH OF OR32 S A2.3 ENLARGED FLOOR PLANS ZONE: INDUSTRIAL PARK (IP) MECHANICAL/ELECTRICAL FIRE SPRINKLER (DEFERRED) A3_1 EXTERIOR ELEVATIONS Karl Johanaeon, A.I.A. DESIGN/BUILD DESIGN/BUILD A4.O SECTIONS 101 8. Parkway Avenue USE= WHOLESALE SALES, OFFICE, AND REPAIRPO Box 798 A4_I ENLARGED SECTIONS Battle Oround, WA 98604 A4.2 MEZZANINE AND STAIR SECTIONS A5.O WALL TYPES AND DETAILS Ph. 360-667-8379 GeneralNotes Vicinity Map A5_I DETAILS Fax 360-687-8450 A5.2 DETAILS L ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE 14. (IF APPLICABLE) COLUMN CENTERLINES (ALSO REFERRED TO AS GRID PROJECT LOCATION A53 DETAILS CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION- LINES) ARE SHOWN FOR REFERENCE REFER TO BASE BUILDING DRAWINGS ---2 '".^__-_ -'' - ==: A6.1 INTERIOR ELEVATIONS 2. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT FOR EXACT LOCATIONS. A62 INTERIOR ELEVATIONS ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 15. ALL VERTICAL DIMENSIONS ARE SHOWN TO FINISH FLOOR, U.N.O. A1.0 OVERALL REFLECTED CEILING PLAN 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT I6. DO NOT SCALE DRAWINGS_ DIMENSIONS GOVERN. F I 'i1 . '":1:-A5 ' ` DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILDABLE 1-L LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE * '�"4` "''t D�-I DEMOLITION CEILING PLAN NORTH AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY DRAWINGS. DETAILS GOVERN OVER PLANS. NOTIFY ARCHITECT OF ANY '`w ' hit +.r '� 't, D1,2 DEMOLITION CEILING PLAN SOUTH QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE DISCREPANCIES. " A1.1 REFLECTED CEILING NORTH CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM I& UNDERCUT ALL STANDARD INTERIOR DOORS TO CLEAR FLOOR BY 1/4"- Al2 REFLECTED CEILING SOUTH ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION. 19. DIMENSIONS ARE TO FINISH FACE OF WALL, WNW_ 4. CONTRACTOR SHALL SUBMIT CONFIRMATION OF DELIVERY DATES FOR 20. GENERAL CONTRACTOR, ARCHITECT AND OWNER TO REVIEW CHALK LINES u ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. PRIOR TO COMMENCEMENT OF INTERIOR WALL CONSTRUCTION > z STRUCTURAL: a GENERAL CONTRACTOR SHALL PROVIDE ONE SET OF SHOP DRAWINGS OF 2L GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL a 0 5101 STRUCTURAL GENERAL NOTES ALL MILLWORK, DOORS, DOOR HARDWARE, FINISH MATERIALS AND CLEANING OF A JOB AFTER ITS COMPLETION. CLEANING SHALL INCLUDE THE B=- J EQUIPMENT. SUBMITTALS SHALL INCLUDE SHOP DRAWINGS. PRODUCT DATA PARKING LOT, PATH OF TRAVEL TO THE JOB SITE AND INTERIOR OF THE "", 5201 PARTIAL FLOOR PLAN SAMPLES AND OTHER MISCELLANEOUS ITEMS. SHOP DRAWINGS SHOULD BUILDING. z N 5202 PARTIAL FLOOR PLAN Portland INCLUDE DETAILED FABRICATION AND ERECTION, SETTING DRAWINGS, 22_ GENERAL CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS TO OWNERyK NY 5W BONITA ROAD 5203 MEZZANINE AND STAIR FOUNDATION DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES. LOCATION AND AND ARCHITECT UPON COMPLETION OF CONSTRUCTION. ^ � PLANS ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN 23. PROVIDE (I) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN . ..," i , v_ FABRICATION ONLY AFTER RECEIVING ARCHITECTS AND OWNERS 2-MOB FOR EACH 3,000 SF OF FLOOR AREA, MAXIMUM TRAVEL FROM ANY r «�,; "e i 5204 MEZZANINE AND STAIR FRAMING PLANS Compressor APPROVAL OF SHOP DRAWINGS_ PORTION OF THE BUILDING SHALL NOT EXCEED 15. FINAL LOCATION OF FIRE ,..„, .4„,, ,,,,,,, , w 1. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIALS TO EXTINGUISHERS SHALL BE APPROVED BY ARCHITECT AND FIRE MARSHAL ! ' r te `` 4 a 5205 SOFFIT FRAMING AND DETAILS ARCHITECT AND OWNER FOR APPROVAL PRIOR TO INSTALLATION- THE PRIOR TO INSTALLATION. I > 4 .1 .iff,': 5301 MEZZANINE FOUNDATION AND CONTRACTOR SHALL BE WHOLLY LIABLE IF HE FAILS TO DO SO WHETHER 24_ VERIFY ALL APPLIANCE 4 EQUIPMENT REQUIREMENTS WITH MANUFACTURERS. C , STRUCTURAL DETAILS FINISHES ARE SPECIFIED CORRECTLY OR INCORRECTLY IN THE CONTRACT PROVIDE ALL WALL BACKING, ELECTRICAL 4 PLUMBING SUPPLIES, FITTINGS 5302 STAIR ELEVATIONS AND DETAILS DOCUMENTS_ 4 CONNECTORS TO SUPPORT OR COMPLETE INSTALLATION. SUPPLY °' 8. ANY REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE GUT-SHEETS FOR APPROVAL TO ARCHITECT AND OWNER- SUBMITTED ; "`"., °`t4`'' 1>•-i 5303 ELEVATIONS AND DETAILS WITH CSI SUBSTITUTION REQUEST FORM WITH CUT-SHEETS 25. GENERAL CONTRACTOR TO PROVIDE 4 INSTALL 16 GAUGE GALVANIZED ? Tenant ATTACHED_ IT WILL BE CONSIDERED ONLY IF IT HAS A MORE METAL WALL BACKING AT ALL BUILT-IN MILLWORK LOCATIONS, HANGING I Q ADVANTAGEOUS DELIVERY DATE, AND A LOWER PRICE (WITH CREDIT TO THE WALL EQUIPMENT, ETC_ VERIFY EXACT LOCATIONS. " Improvement OWNER) AND WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, I �,.v ;,+ " _ a s - APPEARANCE OR FUNCTION. 26. PREPARE ALL FLOORS TO RECEIVE NEW FINISHES. - 9_ ALL WORK NOTED "RIC." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED 21. FIELD MEASURE FOR AlL GLAZING AND MILLWORK CONDITIONS PRIOR TO r"-40 ) " ',; x,., • MANUFACTURING. : ' "` BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT 28. ALL HOT WATER AND WASTE LINES SHALL BE INSULATED PER CODE. BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL SPECIAL INSPECTION REQUIRED CITY OPTIGARD 29_ ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS AS - - - - -_ State of Oregon Structural Specialty Code REVIEWED FOR CODE COMPLIANCE REQUIRED PER REQUIREMENTS ESTABLISHED BY OWNER NATIONAL CODES. 10. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY 30. ALLINTERIOR PARTITION WALLS SHALL MEET THE "AWCI RECOMMENDED Approved: ft i]� LOCATE FINISH FACES IN THE SAME PLANE LEVELS" FORA LEVEL 4 FINISH, U.N.O. ❑ Concrete and Reinforcing Steel OTCs 3L DOOR OPENINGS WHICH ARE NOT DIMENSIONED ARE TO BE LOCATED WITHIN II. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION 0 Bolts Installed in Concrete ^ / '� f IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS 4" OF ADJOINING PARTITIONS. Permit ilJ4 -!`"'/ �K'+` �rt 1 32.'WHERE NOTED "V.I.F." OR "VERIFY" THE DIMENSIONS ARE TO BE CHECKED IN ° ❑ Special Moment-Resisting Concrete Frame Address: THROUGHOUT, U.N.O. THE FIELD BY THE GENERAL CONTRACTOR. Site Plan �`�' 12. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS _ ALL GLAZING TO BE INSTALLED PER LOCAL AND NATIONAL BUILDING CODE ❑ Reinforcing Steel&Prestressing Steel Tendons Sul NOTED- VERIFY DIMENSIONS 4 ORIENTATION ON PLANS 4 ELEVATIONS. REQUIREMENTS- B •�`� Dates 7440 SW Bonita Road 13. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, AND ARE 34. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.9.3, 22 STATING "THIS ❑ StnicturalWolding n SlIbt / `I�/ f/�% / Tigard, OR 97224 REPRESENTATIVE OF SIMILAR CONDITIONS THROUGHOUT, WNW_ DOOR MUST REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED". ❑ High-Strenght Bolting C�lli�d- -C7 2(7//2 2 1 / -35. PROVIDE ADA COMPLIANT EXIT SIGNAGE. 36_ PROVIDE WATER RESISTANT GYPSUM BOARD AT TOILET ROOM WALLS AND ❑ Structural Masonry CEILING. OFFICE COPY SW.BONITA ROAD Reinforced Gypsum Concrete _ CI Insulating Concrete Fill Io VVV 1 , +a�9 -F/8////////// l. a 0 Spray Applied Fire-Resistive Materials gtol � „ COVER ❑ Pilings,Drilled Piers and Caissons oft Ind c ❑ Shotcrete � h�� SHEET •"• a is rtt,B� ❑ Special Grading, Excavation and Filling Architectural Symbol Legend PROJECTILEIF: 4 .d15ig ❑ Smoke-Control Systems FILE t: 1561-AOO.dw * j S"`"`° ❑ Other Inspectons DATE: APRIL 21, 2016 1 %l I, 4 © TI T L E f g REVISIONS: ROOM ROOM NAME DETAIL I I `� < HI DOCUMENT ROOM t SECTION SCALE PLAN/DETAIL TITLE j \ I w R XXX/100=1 AREA/LOAD FACTOR SHEET t DETAIL TAG / \ _ g B I EXIT :OCCUPANTS ROOM NAME TAG Def erre Submittals lair OCCUPANCY GROUP: ✓ \ /�• x i t OF EXITS REQUIRED C l Mr DETAIL t DETAIL TAG DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE rel WALL TYPE NUMBER SHEET I REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW NOMINAL STUD WIDTH WALL TYPE TAG, i �� THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING T" = THERMAL REFER TO SHEET 8.0 �� THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND 4 - - r p TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED "S° , SOUND FOR WALL TYPES DETAIL t 0 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL INSULATION INTERIOR ELEVATION TAG � • : I DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL SUBMIT SHOP SHEET t �� DRAWINGS OF THE FOLLOWING DESIGN/BUILD SYSTEMS FOR REVIEW PRIOR TO J "L�DOOR TYPE TAG 4 FABRICATION, ' I ;..8 0 a sa I. MECHANICAL A00 2. i ' 3. PLUMBING ELECTRICAL 5. FIRE ALARM RINKLER I 6. LOW VOLTAGE PERMIT SET 1 4 2 r_ 1 CODE SUMMARY= A B 0 D o 0 0 © 411,49O BASED UPON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS CONSTRUCTION TYPE= V-B # 1 \ — — — I JA f EXISTING OCCUPANCY CLA55: B/S-I I , �/ RIIP I,I I I , `U C •, f!i1u•m I� I \■■■ ■PROPOSED OCCUPANCY CLASS: B/M/F-I/5-I ,�' �. _ ,■■E a I.7 ■ I� II isimmirsimmismimmilimmissami OCCUPANCY SEPARATION NONE o I :�l■:■■1 :11111 = �'] , G ' ims_ __ _. �■■■■■■■ � I.■ JOHANSSON INCIDENTAL USE NONE I I ��nsam "IIMII,,IIIIIIIlimmmosinu ■■ Mil '_''`"'_ ' • ARCHITECTURE PC ■.it�■I■■■■ —I FIRE PROTECTION= SPRINKLED IN ACCORDANCE WITH SECTION 90326 I �� A Ii_ �... ..I. ... �1 �� !lIIII � i�♦ta'�'��'�i u — II ■ tis �l BUILDING AREA: II I0 ��i �:�: �+i ��. ■ 1111 _ifl� $ fl ■ IE larkj Kuu iowursso►u cDS El BASIC ALLOWABLE PER TABLE 503 Fa � ■ I., „0",: i_____--- ,BUILDING AREA= 8500 SF (F-I / V-B) �� „„.. .. , �� '� 'y BattleCrowdWq EXISTING IaMMtj ,�I _ ■ _ ` \FM ` II III ' 4632 R�0 BUILDING AREA= 49,940 SF NO CHANGE A 10_'77 1112 OF O IA I � � AREA MODIFICATION: UNLIMITED BUILDING AREA PER SECTION 501 ' I- _ - I Karl Johansson, A.I.A. 4 li _1. _�, -it - - III,IN 101 3. Parkway Avenue BUILDING HEIGHT= I STORY/40'-0” (F-1 / V-B) V I PO Box 798 BASIC ALLOWABLE PER TABLE 503II I, Battle Ground, WA 98604 Ph. 360-687-8379 EXISTING I I I Fax 360-687-8450 BUILDING HEIGHT= 24-10" NO CHANGE g� , II L- I o - - - - � - - - lin FIRE RESISTANCE RATING= + _ IIM ,I 1 1 I I — I — I la ,.1 G1E1 G1G1 SEPARATION OF 6 IIF 1 1 _� . _. - - �� OCCUPANCIES (B/M/F-I/S-I) NONE REQUIRED PER TABLE 508.4 I 11 I I, MEANS OF EGRESS= 0 I - I. Ir OCCUPANT LOAD- PER TABLE 100411 I I I I 1 B OCCUPANCY 1/A1.1 UNCONCENTRATED ASSEMBLY = 888 SF/(I5 SF/OCCUPANT) = 60 OCCUPANTSI a_ BUSINESS AREAS = 1,446 SF/(100 SF/OCCUPANT) = 15 OCCUPANTS _ _ _ _ ACCESSORY STORAGE = 16 SF/(300 SF/OCCUPANT) = I OCCUPANT 8 MATCH I - r•� Portland M OCCUPANCY - _ _ L _ _ I _ _ I _ _ 1 L UNCONCENTRATED ASSEMBLY = 880 SF/(I5 SF/OCCUPANT) = 59 OCCUPANTS LINE Compressor BUSINESS AREAS = 391 SF/(100 SF/OCCUPANT) = 4 OCCUPANTS MERCANTILE GROUND FLOOR = 4,893 SF/(30 SF/OCCUPANT) = 164 OCCUPANTS lkw oh i MERCANTILE STORAGE = 4,019 SF/(300 SF/OCCUPANT) = 14 OCCUPANTS9 - : I - : Ili , " ' a • �.L..4• ACCESSORY EQUIPMENT ROOM = 252 SF/(300 SF/OCCUPANT) = I OCCUPANT I L_ II F-I OCCUPANCY BUSINESS AREAS = 196 SF/CIOO 5F/OCCUPANT) = 2 OCCUPANTS , ,I III Tenant INDUSTRIAL AREAS = 861 SF/(I00 SF/OCCUPANT) = 9 OCCUPANTS11, I I I • 1 S-I OCCUPANCY III Improvement BUSINESS AREAS = 196 SF/(100 SF/OCCUPANT) = 2 OCCUPANTS _ _ _ _ I O ACCESSORY STORAGE = 1,319 SF/(300 SF/OCCUPANT) = 5 OCCUPANTS F 1 WAREHOUSE = 24,999 SF/(500 SF/OCCUPANT) = 50 OCCUPANTS I--` - - - - - - - - - I TOTAL = 386 OCCUPANTS I I I I I NUMBER OF EXITS REQUIRED= 2 PER TABLE 1015.1 Ii 1/A1■ NUMBER OF EXITS PROVIDED 9 IDI I EXIT WIDTH REQUIRED= MEZZANINE 201 MEZZANINE 202 MAIN LEVEL I I II I I �� 7440 SW Bonita Road STAIRWAYS= 30 X 02 = 6" 3 X 02 = b" Tigard, OR 97224 OTHER COMPONENTS= 386 X 0.15 = 51.9" EXIT WIDTH PROVIDED- MEZZANINE 201 MEZZANINE 202 MAIN LEVEL 0 _ 1 STAIRWAYS= 36" 42" 1 I I [1 .)1 OTHER COMPONENTS= 342" ;I I i _ _ CODE INFO EXIT ACCESS= ,) - - - - - - - -0' PLAN B OCCUPANCY= COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 10 -0" PER TABLE 10143 ® - - - EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER TABLE 1016.2. I I - I I I I I PROJECT 4: 1512 :41n M OCCUPANCY= COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 15-0" PER TABLE 10143 I I "' FILE 9: 1512-AOI.dwg EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250-0" PER TABLE 1016.2. 14 , ',k I DATE: APRIL 21, 2016 F-I/S-I OCCUPANCIES: COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100'-O" PER TABLE 10143. - - . I I I REVISIONS:ii i , n' EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250'-0" PER TABLE 10162I PLUMBING FIXTURE CALCULATIONS= ,A. CODE INIFORMAtION PLAN `s © SCALE= 1/16" •= 1'-O" I TOTAL OCCUPANCY LOAD = -386 O' 8' 16' 32' 0. 0. bi SUMMARY MALE FEMALE SUMMARY MALE FEMALE SUMMARY MALE FEMALE COMBINED MALE FEMALE B OCCUPANCY _M OCCUPANCY F-I/S-I OCC- SUMMARY I, / OCCUPANT 35 38 OCCUPANT 121 121 OCCUPANT 34 34 193 193 g LOAD LOAD LOAD REQ'D REQ'D REQ'D REQ'D REQ'D REQ'D REQ'D PROVIDED REQ'D PROVIDED > WATER CLOSETS 1/25 FIRST 50 = 2 1/25 FIRST 50 = 2 WATER CLOSETS 1/500 = I 1/500 = 1 WATER CLOSETS 1/100 = 1 1/100 = I WATER CLOSETS 4 2 4 4 1/50 REMAINING = 0 1/50 REMAINING = 0 a URINALS 0 0 URINALS 0 0 URINALS 0 0 URINALS 0 2 0 0 A01 1 LAVATORIES 1/40 FIRST 80 = 1 1/40 FIRST 80 = 1 LAVATORIES 1/150 = 1 1/150 = 1 LAVATORIES 1/100 = I 1/100 = I LAVATORIES 3 3 3 3 E 1/80 REMAINING = 0 I/SO REMAINING = 0 4 PERMIT SET 1 3 g • It ' DOOR SCHEDULE FRAME DETAILS WALL LEGEND ' DOOR EXISTING WALL TO REMAIN O D © O I © © O© O NO. SIZE TYPE MAT. . FIN. HDWR MAT. FIN. JAMB HEAD SILL RATING" REMARKS A44 -' EXISTING I HR WALL TO REMAIN ' ,, /i. 1011. 6'-0"x 8'-0"x 1 3/4" A AL CLR 1 AL CLR ZA5.1 1/A5.1 3/1.5.1 - 2/3 _ _ 101B 6'-0"x 8'-0"x 13/4" A AL CLR 2 AL CLR - 5/A5.1 - - : : L. L. L. = EXISTING WALL TO BE REMOVED 0 , �, ` �� °� JA! 103 3'-0"x T-0"x 13/4" B SC ST 3 KD FF 511.5.0 5/1.5.0 - 1 OFSTRUCTURE, ^ 1N. rik METAL STUD WALL TO BOTTOM , cwt/ �\� , 104 3'-0"x T-0"x 13/4" B SC ST 3 KD FF 5/1.5.0 5/1.5.0 - - 1 SEE WALL TYPESIllk I _`U �� `U U .�105 3'-0"x T-0"x 13/4" B SC ST 8 KD FF 5/1.5.0 5/1.5.0 - - 1 METAL S?UD WALL, PARTIAL HEIGHT, , STSs:....:• ? ` � �•'A::... . 107A 6'-0"x B-0"x 1 314" A _ AL CLR 2 AL _ CLR - - - - SEE WALL TAG AND TYPES '• 107B 3'-0"x 8'-0"x 1 3/4" G AL CLR 4 - - ®l 15: � ; `•� ,r I I 14 J AL CLR 9/A5.1 5/A5.1 2 �. h METAL STUD WALL TO 6" ABOVE CEILING, © - I - _ _ 1 �1 �J; - ---- �� - 108 8'-0"x 10'-0" C AL CLR - - - 81A5.0 7/1.5.0 i._.. -� - II��• 1111111111111 �� sa SEE WALL TYPES ,,,,,,, 111i•,,IIII1I ■ _�1 HMI JOHANSSON 119 3'-0"x 7'-0"x 1 3/4" B HM P 7 EX P EX EX EX - I I I ■■ ■■■■Ill(■ ■■■■■1�■ ■ /1 ,rat , ARCHITECTURE PC li.i7■■■ ■■■■■■■■■■I• 1 r 4130A 3'-0"x 7-0"x 1 3/4" B SC ST 5 KD FF 5/A5.0 5/A5.0 - - 1 _I SWAM■_■■■ -_ l 130B 7'0"x 8'-0"x 1 3/4" H HM_ P 9 HM P 9/A5.0 9/A5.0 - - Y -� �,- -� !,- ••_••I••• „SYMBOL LEGEND +��i'�i�i++�i�i+�l�i�- e �• �S•t� ARc 140A 3'-6"x T-0"x 13/4" D HM P 8 HM P 5/A5.0 5/1.5.0 - - a oC ��1��1�� . �' /-,� 140B 10'-0"x12'-0" E STL P - - - 8/A5.0 7/A5.0 - - I 1 (`- - - - _-I • �+�♦�T��TIt�TTI: �' ' �I v ](�],�Q 1soA 3'-0"xT-0"x13/4" G _ AL CLR 4 AL CLR 7/A5.1 2 S NEW WALL MOUNTED FIRE EXTINGUISHER, VERIFY LOCATION ® i 1 ° o+�ow��./��`a-\ �� 1WVSSON C� yf/ 1\,< •7 150B 3'-0"x T-0"x 1314" F HM P 6 HM P 9/1.5.0 9/1.5.0 - _ - - ° o Io u r - .. ,..- .. ._I I , it -° - I • .0 / Q 05 , e .#5,2"1------ !I�s%'%;G� 1a WITH FIRE MARSHAL �� 1500 3'-0"x T-0"x 13/4" F HM P 6 HM P 9/1.5.0 9!1.5.0 - a 1 _ _ _ _ , (,/0 u FIRE EXTINGUISHER CABINET, VERIFY LOCATION WITH FIRE Q - tt - - - _ _' - _ - - _ Battle Groun 150D 3'-0"x T-0"x 13/4" G AL CLR 10 AL CLR 1ZA5.1 1111.5.1 3/1.5.1 - 2 LL MARSHAL C L 7 4 _ _. _ - - - - _____Ai '� -y d,�'u.°��^�Q - 150E 6'-0"x T-0" E STL P - - - 1ZA5.1 11/1.5.1 - - 4 2 - - - - - I ,°a_,,�,� I� .I, �� 432 Y� 151A 3'-0"x T-0"x 1 3/4" F HM P 6 HM P 9/A5.0 9/A5.0 - - _ _I , /, OA �+ Q 151B 3'-0"x T-0"x 1 3/4" F HM P 6 NM P 9/A5.0 9/A5.0 - - 0 LIGHTED EXIT SIGN WITH EMERGENCY POWER BACKUP. 1.40 _ I I I I -- - ------ • Ib �I /i Karl Johhanaaon, A.I.A. 151c 3'-0"x T-0"x 1 3/4" F _ HM P s HM P s/A5.0 9/A5.0 - = - - - - • - 101 3. Parkway Avenue 4 ' �� 160 to'-o x 12-0E STL P 8/A5.0 n1.s.o - - - - - - - - - - - - I A a r" . PO Box 798 DIRECTIONAL LIGHTED EXIT SIGN WITH I Bathe Ground, WA 98604 180A 3'-0"x T-0"x 1 3/4" D HM P 8 HM , P 9/A5.0 9/A5.0 - - EMERGENCY POWER BACKUP- I • ,�1+ 1808 15'-0"x 121•0' E STL P - - - 8/A5.0 7/1.5.0 - - i ____ I I 1 I 1 �� `• Ph. 360-687-8379 Fax 360-687-8450 180C 3'-0"x 7'-0"x 1 3/4" D HM P 8 HM P 9/A5.0 9/A5.0 - - 1800 15'-0"x 12'-0' E STL P - - - 8/1.5.0 7/1.5.0 - - „ I 1, Q - - i - - - - ! 1 DOOR HARDWARE GROUPS DOOR SCHEDULE LEGEND _ `; 1 2.1 _ I I I �, , , L ALL HARDWARE TO COMPLY WITH ANSI Ira - - �- - - - -Ian - - - 2. FURNISH (-3) SILENCERS FOR SINGLE ACTING DOORS NOT SCHEDULED TO RECEIVE GASKET OR WEATHERSTRIPING. AL EAL MINUM CLR = CLEAR ANODIZED - I ir 3 HARDWARE GROUPS FOR DESIGN INTENT ONLY, CONTRACTOR TO COORDINATE WITH TENANT AND ARCHITECT. 111 4. CONTRACTOR TO PROVIDE ALL NECESSARY HARDWARE FOR A COMPLETE INSTALLATION AND PROPER FUNCTION. HM = HOLLOW METAL FF = FACTORY FINISH ,- S- CONTRACTOR TO COORDINATE LOCKSET TYPE AND FUNCTION WITH OWNER. SC = SOLID CORE ST = STAIN �gg-�I 3 EGROUP 5 r,ROUP 8 KD = KNOCK DOWN P ° PAINT Q 2 EA PIVOT SET A N NGES 3 EA HINGES 3 EA HINGES 2 EA INTERMEDIATE PIVOT PRIVACY LOCK WITH LOCKSET ENTRANCE LOCK y CYLINDER OCCUPANCY INDICATOR CLOSER CLOSER I I I I I I 2 EA PUSH/PULL I CLOSER WALL STOP414 _ 2EACLOSER GASKET DOOR SCHEDULE REMARKS es2 EA DO OR SWEEP WALL STOP GROUP 6 8 EA HINGES 1 EA THRESHOLD 3 EA HINGES LOCKSET REMARK /WEATHERSTRIPPING (+ROUP 4 PASSAGE SET CLOSER L 12" STAINLESS STEEL KICKPLATE I EA PIVOT SET CLOSER MANUAL FLUSH BOLTS 2. POST SIGN STATING "THIS DOOR TO REMAIN8 I _ _ _ �.� -�gg�� IEA INTERMEDIATE PIVOT WALL STOP DUSTPROOF STRIKE - - - T- - - - - - - - I 2 EA PIVOT SET CYLINDER UNLOCKED WHILE BUILDING IS OCCUPIED? MATCH 1 Portland 2 EA INTERMEDIATE PIVOT I EA PUSH/PULL (.ROUP 1 GROUP 10 3. REUSE EXISTING DOOR IF POSSIBLE _ _ - I _ I _ CYLINDER I EA CLOSER 3 EA HINGES EA PIVOT SET 4. MOTORIZED OPERATOR, COORDINATE LOCATION LINE _ Compressor 2 EA PUSH/PULL I EA DOOR SWEEP LOCKSET EA INTERMEDIATE PIVOT OF CONTROLS WITH OWNER. 2 EA CLOSER I EA WEATHERSTRIPPING CLOSER CYLINDER 2 EA DOOR SWEEP DOOR SWEEP EA PUSH/PULL WEATHERSTRIPPING THRESHOLD EA CLOSER I, ` WEATHERSTRIPPING EA DOOR SLEEP I , r : : EA WEATHERSTRIPPING x _ - - ,, ate.1 aim_ EA DRIP CAPD 9 -. �� . - - , DOOR TYPES �; SW Tenant W' WIDTH UP WIDTH DTH /r I I I • la Improvement W' WIDTH f ;W' WIDTH \ tUIWIDTHt W' WIDTH/ - _ - - - -10 lifr - \ _ \ pI I I I III \ \ ,/ � \ / / \ / z / _ / 0 0 Q - , - - - - - - - - - - - /I ID 1 /A�2.2 II \ / w w _ w \ I I I I ] 7494 SW Bonita Road C Tigard, OR 97224 \ - \ / \ \ \ J \ v \ \ \ \ \ ® - - - - - - - - - II - r - DOUBLE SINGLE ALUMINUM SINGLE DOOR SECTIONAL SINGLE DOOR I I STOREFRONT DOOR DOOR OVERHEAD DOOR WITH TEMPERED OVERHEAD DOOR WITH TEMPERED L / WITH TEMPERED WITH TEMPERED VISION PANEL HALF LITE 1 GLAZING GLAZING OA OBO O O O - T FLOOR PLAN ® - - - - - - - - , - - - 1 W WIDTH I 1 I I I PROJECT 0: 1512 W' WIDTH \ FILE i IS 12-A20.dwg t \ DATE: APRIL 21, 2016 I, _ / \ I I I I I REVISIONS: 1/45 W / L w \ _ Y S \ \ SINGLE DOUBLE DOOR 450 OVERALL FLOOR PLANSTOREFRONT DOOR �r7 l a WITH TEMPERED I A 7 GLAZING SCALE: 1/16" = P-0" 0' 8' 16' 32' Et F O O I I A2 . O ,, 6:. PERMIT SET i I, - e s A 5 O D © O © © O O II f - - , - ,-- - , - - - - - - -# t - A O ilmN I _. DS J ,_ ll I I ,g Min � ciCillilli\7 ■ JOHANSSON ARCHITECTURE, PC m _it 4 4Pt... _ .• 0 a S S AP,Is ille SA 44L 4.a a a• N6-1 I I ■ _ENN�O 1�■■■ ■ S ■■■■■■■■ ■■ --- II 4 _■ KARLJORANSSON <) e ri_t_,==, III I ME 111111 iMMEll • r<'irl,■�� ■��■■ • A.-------- wa Battle Ground,WA �' MI �■��■■ '��__NM■_■u■_.■■ &Ill) �� 4632 � II a ��:: ___-_■■_■N_■ I ^ Karl Johha.naaOF aOn A.I.A. O 1 _ _ _ ��_�� ii 101 S. Parkway Avenue - - - _ _ _4 _ 8 r ,_ _ ,- - - - - - - - * - - - L �--I�-.. Basile Ground, WA 38604 ,- r – ' i 0 I © O I i/ © 11••••••-•• •�' ■ I 0 ,� FPh. 360-687-8379 ax 360-687-8450 C r© I I TYP. •••O�OOOO�e ,. i A l I, pIF I iii I[ie \I� �U Y _— r \ s O � I TOS © II. 000100r0 0, ri3 . . ,I p \\\\ pOtos. kis I :; I 11 ♦ ♦ �' ill , ,�.. o I soap- a — ►� ;, Do (\ 21-/ �.; D \ / , / I IISr DS c o of /- ) J H I - ---EiEJ —ttElittl-- - I , ----) © I IIx rJ . • 10 I L 1 © ,, p Mt - - - - D a © r - - - - J b = 1 b I I I I Portland e_ Lnj p - Tr�; 1, -I _ c Compressor = O ,i II 4 — I - - - - - - - - - - - - - N - - - u - - II 0 0 ii r ` 7/' I IIH ` 0 I _ Tenant TYP. J J 0 .9 `91 1r I I 5 Improvement "c, ---- I u0 II col II O 0 1 ce O O . . __ 1 1.-T,7 1 'I Ili 440 SW Bonita Road SG i 0 In Tigard, OR 97224 / I I I =I rurlimly 1 I IlHI ' _ _ PLAN NORTH i 1 I , .., , = = _ = © '-' PROJECT �� 1512 F L______... , �— FILE it: 1512-D21.dwg \ I / DATE: APRIL 21, 2016 p -I �-i0 I. / o 0 EQUAL S'-O" EQUAL REVISIONS: kr I I I I I I Ai 8 - — - - - - - - - - - - - - - - - - - - -I - - IUMATCH - �� LINE I, 4 fee DEMO FLOOR PLAN NORTH rj I DEMOLITION KEYNOTES 0 I SCALE: I/8'• = I'-0" a 4' S' 16' OI EXISTING WALL TO BE REMOVER COORDINATE WITH TENANT IMPROVEMENT PLANS O REMOVE EXISTING TOILET FIXTURES, SAVE FOR REUSE AND STORE AS DIRECTED BY OWNER O PORTION OF EXISTING WALL TO BE REMOVED FOR INSTALLATION OF RELOCATEDMEW DOOR, COORDINATE WITH TENANT IMPROVEMENT PLAN& ( REMOVE PORTION OF WALL FOR I7-0 HIGH OPENING, SEE STRUCTURALD2 i 0 PORTION OF EXISTING WALL TO BE REMOVED FOR INSTALLATION OF NEW RE-LITE, O REMOVE EXISTING STOREFRONT SYSTEM . 1 COORDINATE WITH TENANT IMPROVEMENT PLANS. OREMOVE EXISTING DOOR SAVE FOR REUSE AND STORE AS DIRECTED BY OWNER O REMOVE EXISTING COLUMN, SEE STRUCTURAL 0 REMOVE EXISTING CASEWORK. PERMIT SET C s 1, A = 4 D © co © 4 O 43) `� v MATCH I — — —I — I — --r — — — LINEJirl O J • N I I 6" o © fi3, © - JOHANSSON 9 \ : — — - - - — — — — u – s T� II „ Q — t — = I — - ARCHITECTURE, PC / / 23' 6" / 25'-O"7 i25'-O" / 25'-O" I 25'-0" u / 25'-0" / 25'-0" / 23'-6" (1)1EDARjC \Nei' — ■ l w 16 / (...5 �fl' 0 I KARLIOHANOON . 6 O O O O • d/"1------- • tri n I 9 1 © I 9 Battle Ground,WA 0' 4632 C} II 0 b I ' OP 00 ff n T 19 T Q f s di © Karl Johansson, A.I.A. tot I-1-Ill 1-11-'-' 101 S. Parkway Avenue 10 \ \ – - - - - - - - - - - - !b.= - III;- f - - - - - PO Box 798 O O 9j10 0 /4Ya" r 2 Bathe Ground, WA 98604 - - - - - - - - - - - - - -Ln © J - - Ph. 360-687-8379 T \ 1 - f f f - t - - Fax 360-687-8450 r \ r — I f 4 O I � I 0 0 I 0 /� 3 O I TYP- N — I o I �I IF = = = - 1 eI I I- - I \ I L I I I I >- I I E it I 0 W = \ i. Portland P, I 0 - b ti I W Compressor r --�' ® \ + — — I — — �L — — I — — — I — — — I — —� 0 Tenant J Improvement ti) I �_ I I I I I O 1 II 0 - TYP. -\ - - - - - - - - - - - - - - �-- - - c = n-- 0 I ® - - i 0 — 11 I I I _ ] I 7440 SW Bonita Road L I Tigard, OR 97224 I i 9 I I I "®Th 0 P4 0! I I 1: Ii + I DEMOLITION – _ _ – _ - _ - _ _ _ _ PLAN SOUTH 14 – t PROJECT I: 1512 FILE f= 1512-P22.dwg 1.A / 25'-O" 25'-O" 25'-O" 25'-O" 25'-0" / 25'-O" / 25'-O" / 25'-O" / DATE: APRIL 21, 2016 a REVISIONS: , 2 E alp DEMO FLOOR PLAN SOUTH »rJ I DEMOLITION KEYNOTES SCALE= I/8" = I'-O" I Mr 0' 4' 8' 16' OI EXISTING WALL TO BE REMOVED, COORDINATE WITH TENANT IMPROVEMENT PLANS_ OPORTION OF COORDINATE WITHTING WALL TO BE REMOvED TENANT IMPROVEMMENT PLANS_ INSTALLATION OF NEW DOOR, ii Al S O REMOVE EXISTING DOOR, SAVE FOR REUSE AND STORE AS DIRECTED BY OWNER 0 REMOVE EXISTING COLUMN, SEE STRUCTURAL. ^c O REMOVE EXISTING STAIR OREMOVE EXISTING WALLS AND MEZZANINE. OREMOVE MECHANICAL PLATFORM AND EQUIPMENT. I O$ REMOVE EXISTING FENCING_ D2 . 2 , 1 PERMIT SET I If 4 I. g s I, A B O D © 0 © 4 O 0 I JA Ad.OO — — — — — — — — r �. — — — - - - -0 II ,_ r 0 ', IDS 111/ I. I Ci g #AIR JOHANSSO1 ARCHITECTURE, PC ; A 1 a A \ (E) (S.C°D4Re. i • ►0i ►�i�i�i�C►��i�i�i��i�i�i�ii �� ► �iiiiii►i�iiiiiiiii 1 . 1 4 1 1 II , • 4.t* le 1 V S 14irrA ..... ��0 ► iiiii.. i�� i►��i�i�i� ♦ tit, .....n.. hitt til si .oma ♦ .,.�f�......i........n. ..�. i o. :iiii II ytszg KARLIOIWVSSON ,••_)2A t.� — — — —I I I MO EM 1 IlfiiiTii i% •--`�I� MMI mil M� - 1 p_ = i - II = i 7i�i1 ` moi. ® �:6'y %e%'�' • © 11'�■, • Ch r II 1.1._fl — �• CE) J ��Me Ground,WA�� III I MAXIMUM EXIT OFFICE FFICE OFFICE OFFICF 1 CONFERNCE 1 IIl 115 113 III II a I DISTANCE •TRAVEL"O' i sIrraniu cul (� of QR� ROOM 522 1 EF/100=3 145 SXIT 514 1 EXIT 2 146 EF/100=2 .�1�� _■■w■�■■■ Karl Johansson, 119 B I EXIT B I EXIT B I EXIT B I EXIT A23 hie N FFI O mama I `J A.I.A. 11933SF/IS=22 I'-D' I 101 8. Parkway Avenue B I EXIT TYP, ® 148 SF/100=5 —VE TI. LE PO Box 798 IIIIIIIIII -_ w u I B I EXIT 101 �I� I■.. (E) Battle Oround, WA 98604 - I 0 r '1 t J I ai Ex4 0 �� _�•l�� I • 1 CEJ r o o r 1g 0 CE) I O © �I m 1 �••OOOOOO�T�/ Ph. 360-687-8379 Fax 360-687-8450 7. 'ii ii/ II II II Zi 4-j ANITw� ?� I1lOBY ri fl:sss.q • t* 40 OFFICE OFFICE OFFICE FAX/MAIL 120I118 116 114 I ROOM 16 SFJ300= ;, ' 102I1 "� I' / — 92 SF/IOO=1 92 SF/IO0=I 118 SF/100=2 112 B I E*IT" , t, / 133 fF/15=9 " / MN I MFri B I EXIT B I EXIT B I EXIT 110 SF/15=1 I ■ M I E>dIT �.� LeS) ._, ,S �., O • I �� 1\ W DS 0 0 0 ® 0 12 _ / I;, 121 y B I EXIT I®1 �� - I t f I _ _ \O L — — — — Or I• ►•sP T I® 1 - - COMMON PATH OF 6 S : - - - S - - - - - - - - - - I I f- - I IRAVEL DISTANCE Lr) - _ ' 9'-0" r COFFEE BART I I ®� r I I I • 98'"10' -1 - u, � - I 105 - - 5AI r08BT` - - - - - - - '� l a , f 20LSF/IS=14 o a 109 l® I' J M 1 EXIT -- - _ 1 A6.1 8965F/30 30 2 - - _ O„ 6S 6_S © 10' 4" �I O CC � ® M I EXIT_ - - - - - II A4.0 FREAK X11 Zn I 91-0" TYP_ L I - - - - - - - Ory ROOM I - , e "® - - w Portland 124 TYP. 6ID 443 SF/15=30 rz� 2-6-S I - - ® n u Sl- 1Q'-4" I W p B 1 EXIT M^ 9'-0" m I I Compressor I 0- IF 7 . 0 • = = T = CT ICA8 OOM \ 1 2 SF/300=1 OFFICE oo r- A5.0 ,\ — — -- - - - 1- II Tenant SIM1 EXIT 131 w \ ) I 161 5F/100=2 \ 9 .. B I EXIT ® © A5.1 Improvement 1 PARTS STORAGE I I I 46_I 130 , n CE) p�29 0 4,019 SF/300=I4 iA II SIM, '" en I M I EXIT z OFFICE (E) \ SALESI NI COMPRESSOR, 132 f 106 I Q 101 Q SI-IOUJROOM 115 SF/100=2 @O 1,620 SF/30=54 v~ 1,112 SF/30=39 v 108 - 421 \ — B I EXIT - - - - I - - - - - I - - - M 1 EXIT I - M I EXIT - I ry - 1,205 SF/30=41 1 - =1 I-I I txl i li OFFICE CE) ACCESS TRAVEL 1 7440 SW Bonita Road O 133 DISTANCE • 115-7 O a SG EQUAL EQUAL 45.1 .. Tigard, OR 97224 115 5F/100=2 I f - - - — f - - - �H J .-1. f I - B IEXIT f TYP. 6 ti" — — o — f I - o - - - 0 - - a— 0 — — — (v II — — — — — r :1 _ 0 I ®N 1-8-$1\ O 0 O I ABV l0 _ tij (E) , 1-t1:1_:: COMMON PATH EQUAL EQUAL 1 I I I I 2 1 OF TRAVEL itl lal 1.1 Iitl I it it f f f (E) FLOOR PLAN 45.0 I DISTANCE ■ Z1'"IO' O \ I MIN Ele — — — COMMON PATH _ s NORTH 6-T I " Itl lil iAl , OF TRAVEL .. FULL I LDISTANCE •35"O' A5.0 YR 4 0 f- " _ PROJECT 0: 1512 I , 1 I FILE j; 1512A20.dwg $ I I I I 6 T 3 © I 4 O 1 F LL 1OS . DATE: APRIL 21, 2016 O FULL A5.0 TYP_ 0 L / n 0 Pk O 9 REVISIONS: L6. MAIN WAREHOUSE - -6-5 E I I 140 1 I i FUL 2 I $ — I 6,825 SF/500=14 16;i- ICE) I 7 S-I I EXIT I i A5.O I Q WI i 8 \ '-`- - - - - - - - - - - - - - — 40A — — — - J - I^ ATGH — — — — — — — — — — — — — — — — — — — — — — W LINE I . . / \ i , I I 1'9 AnrrI Ml"V I 1 4. 5. se FLOOR PLAN NORTI-I KEYNOTES V — 0 0 OI INFILL EXISTING OPENING WITH ALUMINUM STOREFRONT TO MATCH EXISTING. O PLASTIC LAMINATE COUNTER. 0 METAL STUD WALL WITH STRUCTURAL POSTS AT IO'-O" O/C, SEE STRUCTURAL e SCALE" I/8" = 1'-0" 4' 8' 16' O RELOCATE EXISTING STOREFRONT DOORS IF POSSIBLE ® VERTICAL GRAB BAR SEE A5.1 FOR ACCESSORY MOUNTING HEIGHTS, I4 EXISTING SOFFIT, ABOVE g O ALUMINUM STOREFRONT TO MATCH EXISTING. 0 STEEL COLUMN, SEE STRUCTURAL, i5 NEW SOFFIT, ABOVE. gE Q3 INFILL EXISTING OPENING, MATCH EXISTING CONSTRUCTION AND FINISH. 0 METAL STUD WALL TO 6" ABOVE CEILING. ib ALIGN WALL WITH EXISTING. @ _ 0 METAL STUD WALL, SEE WALL TYPES FOR ADDITIONAL INFORMATION. 11 EXISTING I HR. PARTITION. Il NEW WALL T FROM JAMB OF EXISTING DOOR. A2 . 1 s F O 2'-O" X T-O" TEMPERED RECITE IN KNOCKDOWN METAL FRAME, SEE DETAIL IZ ACCESSIBLE TRANSACTION COUNTER. 0 SALES COUNTER BY OWNER 6/AS.0, 0 ACCESSIBLE TRANSACTION COUNTER, BY OWNER, VERIFY LOCATION. PERMIT SET 20 BOXED JAMB STUDS, SEE STRUCTURAL li 4 e s L A B O D O O O •O 0 0 �- 1 r � MATCH - - - I - - - - - - - - - - I - - - -\ I i - _____,_ PARCEL DOCK- - LINEJA 1 143 L 1 I 1,051 5F/300-4 1 r 1 10 0 8 S-I I EXIT ^ % O J J -4-51 1:35.1 0 IV COMPRESSOR I 1 1 (E) I I •I I I \ I. 141 MAXIMUM EXIT ■ • _ ( I I 141 SF/300=I CE)I IAN � AWGESS TRAVEL 6 - 1 •I fl r,' _ . I I .I LI c 0 I / S-1 1 EXIT 142 DISTANCE • 144'-T l I� -J4,T �� O w L w ' J 196 SF/100=2 I- N } 711- 1 i I S u ![!-- I u til — JOHANSSON - - - 5-I I EXIT 1` - - . w . I ' I II�lI - ARCH RE, PC 9 - - - - - - - - : - �- 23'-6" 251-0" 25' O" 25'-O" CE) 25-0" B 25' O" n 25'-O 1 OB 3'-6" ti�� c 1'-6" STORAGE 4-4-5 / 3-4-5 3-4-5 I'-6"` Cj 161 - 128 SF/300=1 CE) B M. I BTM. te BTM. "�i 1�LJOIIANSSON 'Cn S I I EXIT W I I I 0 22'-10%" I i j- SHOP 22' 10'/:' fI SERV GE 9' 10" 12 arsi O 186, SF/100=9 BTM SSO, SF/100=6 A51 6 ry 4-6 T F-I I EXIT © F-I I EXIT 4_L 1'"� }/ --1...1 A5.1 Battle Ground Wq 0� SW ELEC. 13'-0" c63 I I 1 0 �k VRFY. 4-4-T © I 0 o H O © BTM. al) iO d 17,>),S O4632 o�G. SF/300-1 131-0" I r -1 E0 .0 dKarl Johansson, A.I.A. 9-I I EXIT VRFY. I ,I 150. w 1 O \ \ H1 - - - - - - - - - - - - 1T _ - --- 101 S. Parkwaynue POBox798111-3" u 511111 O 0 Battle Ground, WA 98604 LA r I`? w Ph. 360-687-8379 \ - - - - - f - f - - - f ENTRY 1W - - Fax 360-687-8460 CEI G / 411 SF/15=3 nO S-I 1 EXIT Gi I-"1 I I I I I I 0. v I I I 3Kt 5.; 0 O OTYR - - \ H- ; , \ ~ I I -6_N I I FULL I FREIGHT - I A I MAXII'A.IM EXIT I k - PESK I ACCESS TRAVEL 111 p DISTANCE • ISP-2" - -� 81 SF/100=1 = Ory RACK /71-\\ SHIPPING AND 1 5-I I EXIT Portland 8,514 SF/500 I, 8 WAREHOUSE I ,._1/4.!10._yA5.0 RECEIVING 160 a 5° Compressor '{ TYP. �\ 5,628 SF/500=12 J STORAGE I S-I I EXIT 112 S-I I EXIT I-6-N ( I TN\ 40 SF/300=) FULL \I PS-1 1 EXIT ® \ H- - - - - - - - - - - - - - - - j 0 - I Tenant 1- I Improvement II?o I ® STORAGE II 180 N I 0 I 2,r,33 5F/500.5 .\\--6 NN 0 : \ - - - - - - - - - - - - - I - - I- S-I I EXIT - FULL - - - - - o 180 ��O T r - - -1 ® - - I - - - I - - - I - - 1 - - - mom \ K27 I `.‘4\ A�J 0 7440 SW Bonita Road I I � Tigard, OR 97224 o I I I o I I i_ F * CE) O IPIF to I _ 1 W 1 I 0 I / I L L I -J I I FLOOR PLAN II.. - 14 (E) (E) CE) SOUTH - - �i— a ,,- 1 PROJECT 0: 1512 1 FILE •: 1512-A22.dwg A , 25'-0" 25'-O" 25'-0" 25'-O" 25'-0" 25'-0" I 25'-0" 25'-O" , DATE: APRIL 21, 2016 O .40 FLOOR PLAN SOUTH 1—I t`� I a REVISIONS:a l L--1 1 1 ( © SCALE: I/8" = 1'-0" o, 4' 8, 16, A4O KEYNOTES 0 R O METAL STUD WALL. SEE WALL TYPES FOR ADDITIONAL INFORMATION. 5 O 4'-O" X 4'-0' TEMPERED RELITE IN KNOCKDOWN METAL FRAME. P. 0WOOD STAIRS TO MEZZANINE ABOVE, SEE STRUCTURAL : 14 1 INFILL EXISTING STAIR OPENING AT MEZZANINE ABOVE. STEEL COLUMN, SEE STRUCTURAL 7 '5' O 6'0 GROUT FILLED PIPE BOLLARD, PAINTED HAZARD YELLOW, SEE IO/A5.1, I O CENTERLINE GRID/CENTERLINE WALL. 8 4X4 POST, SEE STRUCTURAL E 6 O OVERHEAD SECURITY DOOR TO LIFT THROUGH SLOT AT MEZZANINE FLOOR. 10 BOXED JAMB STUDS, SEE STRUCTURAL A2 • 2 i PERMIT SET i s L 4 - KEYNOTES 0 0 © A B O METAL STUD WALL, SEE WALL TYPES FOR ADDITIONAL INFORMATION, O WOOD FRAMED STAIRS, SEE STRUCTURAL jAr O INFILL EXISTING STAIR OPENING, SEE STRUCTURAL. O INFILL EXISTING OPENING WITH ALUMINUM STOREFRONT TO MATCH 17�J EXISTING,CLEAR ANODIZED FINISH. 0 0 v I I I O RELOCATE EXISTING STOREFRONT DOORS IF POSSIBLE I / \ © "4 0 - - I - - © ALUMINUM STOREFRONT VESTIBULE PARTITION TO MATCH EXISTING. / 4 \ A5.I i O WOOD FRAMED GYPSUM BOARD GUARDRAIL / OPEN OFFICE A5 1 TYP. COMMON PATH 4rt♦ O8 FRAMED RAISED SILL, MATCH EXISTING- JOHANSSON 110 OF TRAVEL 482 5F/100=5 / DISTANCE • 65'3' I O EXISTING MEZZANINE g B 1 EXIT Baal ) Is I - I I r0 MEZZANINE EXPANSION, SEE STRUCTURAL ARCHITECTURE, PC 0 I II PROVIDE 5-0" X T-O" OPENING IN EXISTING METAL BUILDING WALL, /1 SEE STRUCTURAL ( lC'�)l�+"3le, CA9 VESTIBULE PER IL ♦ I2MODIFY HVAC AS NEEDED TO ALLOW ACCESS. KARLJOBANSSON �a `>^^101 - LIF'CONFERENCE ; 13 BOXED JAMB STUDS, SEE STRUCTURAL FA 103 5F/15=1 �i M I EXIT 0 I I ROOM I 14 OVERHEAD SECURITY DOOR TO LIFT FROM STOREFRONT OPENING • • 201 BELOW THROUGH SLOT AT MEZZANINE. (J) 0 \ 0 _ �� - M 3 EXITS-30 71> Battle round WA3 1-3 5 k NO UJORK `' OF O�v BTM Karl Johansson, A.I.A. -I I I - I I T N 'S AREA I 101 S. Parkway Avenue — i W� Battle Ground, WA 98604 1 PO Box 798 .,1� i/� 1 _ -3-5 13 T �I. ,I'�— FULL A5.1 JANITOR • 1 i M 1 — Ph. 360-687-8379 120 04 O L Fax 360-687-8450 16 B ISEXI O-I f1 I" \ �/ 5' 1" I Trp- DOBBY 0 I I i I L / \ . -/ °141/41 A - 133 5F/15=9 ik .� �\ alk 1- I EXIT 6 4 - 1 X A6.'7 - J A6)7 - a A5.1 - - - 1 - - L DPP. r A5.0 — 1 v , -4-S w _ BTM. JIDS I L r — 1 I 0 ENLARGED FLOOR PLAN0 MEZZANINE 201 FLOOR PLAN SCALE= 1/4" = I'-O" SCALE= 1/4" = 1'-0" Portland Compressor 0 a © ID 0 44,0 © 0 Tenant k A4"2 © �1 l o 1 Improvement COM TRAVEL 1 r l� • Ate/ DIST . 00-0" ; _ I t • I 1 II A4.2 — — I -1 — — I 1 — 1 1 II r J J ® 7440 SW Bonita Road Tigard, OR 97224 3'-0, i // 5 I/4"/ I I I STORAGE L I MEZZANINE I 202 FLOOR PLANS 1,460 SF/500=3 I 5-11 EXIT 0 L 4 I I PROJECT 4: 1512 _ FILE 4: 1572-A23.dwg a ' I DATE APRIL 21, 2016 3 I 0 / L I REVISIONS: CA5.Itj 0 1 \. Fl — 7CD t 1 Fl is L A2u3b ,.., 0 MEZZANINE 202 FLOOR PLAN ISCALE= 1/4" = l'-O' PERMIT SET r g n s I, 0 © 0 / 5� i © © © © i D 0 B A KEYNOTES 0 AU i OI RELOCATE EXISTING STOREFRONT ENTRY. Cy O INFILL EXISTING STOREFRONT ENTRY WITH ALUMINUM STOREFRONT TO MATCH EXISTING. L I ',J ! ' WWI l l l l l l ! V _ O REPLACE EXISTING ALUMINUM STOREFRONT WITH ALUMINUM STOREFRONT TO MATCH JA 1111 EXISTING.CLEAR ANODIZED FINISH, 0 STOREFRONT ENTRY, MATCH EXISTING SYSTEM STYLE AND FINISH. II - , III III II 1— — I i i 1 0 1 i 0 SYMBOL LEGEND L _�. L___ _ - �_ I, I I III _ -- - __ - -- - --- ---- - - - O TEMPERED GLAZING IN ACCORDANCE WITH OSSC SECTION 2406. JOHANSSON 0 NORTH ELEVATION ARCHITECTURE, PC SCALE= 1/16" = 1'-0" �C`CrkEDARC, iri KARLIOAANSSON '06 A B D 0 0 0 0 0 © O • • co Battle Ground,WA "4 4632 OF 0R� El E3 = Karl Johanason, A.I.A. um S. Parkway Avenue PO Box 798 I Battle Ground, WA 98604 •mom• •r,• sae •a• Ph. 360-687-8379 rr - - trTi - irrt - - 71 , Fax 360-687-8450 I 0 SOUTH ELEVATION SCALE: 1/16" = P.O" 14 ® ® 0 10 9 8 0 6 0 4 © © 0 ilii n I I ___________-----1101 B 1 1.. _ I E n _ — D oI II 7o 0 0 0 Portland ---=-41 n Com pressor 00 EAST ELEVATION SCALE: 1/16' = I'-0" © 0 4 © 6 0 8 9 I o 0 0 0 14 Tenant Improvement 7-7o a x i I I I 1 E3I 1 I I I a I 7440 SW Bonita Road Tigard, OR 97224 WEST ELEVATION 4 SCALE= 1/16" = 1'-0" 1 © CO © 0 0 BUILDING ELEVATIONS PROJECT $: 1512 n FILE j: 1512-A31,dwg g I I I I I DATE APRIL 21, 2016 I a. l l REVISIONS: ZJ $EE OC I j e I I a 1 ' 1 (I> 0 ©� L 1 TIIT I — a I 1 10' (0 -0 n a) a)P. _ III - - - - - , ' ' 1 i l L_ e ENLARGED ENLARGED COURTYARD e i 0 1 NORTH ELEVATION0 EAST ELEVATION a SCALE= 1/8" = 1'-0" SCALE: 1/8" = NO" PERMIT SET 1 2 li JA f 9 10 m ® ® 1411/ JOHANSSON iamminannammis I ARCHITECTURE, PC ' ' 1-1—i�1—■ 0 I �� ED rC'"i�' JOHANSSON c* Alk ii A4.2 h J 0 o �� _ I • ©. 0 ,A Battle Gmund,WA 0� 1'\ 4632 �() ,, ' r — — OF Off. �/ Karl Johansson, A.I.A. I I I a ) I I II 101 S. Parkway Avenue I - PO Box 798 Battle Ground, WA 98604 I— 7 Ph. 360-687-8379 Fax 360-687-8450 I' ' KEYNOTES 0 OI METAL STUD WALL, SEE WALL TYPES. Q Q O SECTION OVERHEAD DOOR SEE DOOR SCHEDULE. © © 4 © O B J O HOLLAU METAL DOOR AND FRAME, SEE DOOR SCHEDULE. OMEZZANINE ^ 1 O5 WOOD FRAMED STAIR �� ' '�11is.............._____........ �1� 1 4 Portland I „� 0 c—I �� __ —� I I O © 0 Compressor l v 1 I 1 I ��- \, — 11.1 I Tenant P \ 1 L , 1 r i ( Improvement 0 BUILDING SECTION SCALE= I/8" = I'-O" 7440 SW Bonita Road Tigard, OR 97224 A B O o CO 4 © © © O ' BUILDING SECTIONS /131 , PROJECT 0: 152 1 - FILE •= IS-12-A40.dwg 8 `L I DATE: APRIL 21, 2016 lir�1/ier�1-/ ' REVISIONS: I MIL I i. 2. I _ a 1 1 I I I I I I I I II I I I A MT / r 1 1 L A IK --- -V < I I 1 _ >-,- ___, t _, I JA4 • 0 PERMIT e g 0 BUILDING SECTION 1 SCALE: I/8" = I'-O" SET g F 4 2 F ' KEYNOTES 0 0 OI RELOCATE EXISTING STOREFRONT ENTRY, 0 4 0 0 JAr O REPT ArE EXISTING ALUMINUM STOREFRONT WITH ALUMINUM STOREFRONT TO MATCH EXISTING. O SUSPENDED METAL PLANK CEILING, PAINT EVERYTHING ABOVE CEILING BLACK. O SUSPENDED ACOUSTICAL TILE CEILING, PAINT EVERYTHING ABOVE CEILING BLACK. OS PROVIDE GYPSUM BOARD AT EXISTING EXTERIOR WALL11. I I I I OEXISTING SOFFIT TO REMAIN, COORDINATE REMOVAL OF EXISTING WALL AND SUPPORT 0.—_ I , COLUMN WITH STRUCTURAL- ...1111.1111111.1111111.111111 O NEW SOFFIT, SEE STRUCTURAL $ I , , I. , r . O$ ALUMINUM STOREFRONT, MATCH EXISTING. ,—'— JOHANSSON 9 SUSPENDED ACOUSTICAL TILE CEILING, MATCH EXISTING. I h O �- I 1 ARCHITECTURE, PC IO METAL STUD WALL, SEE WALL TYPES. d �, II EXISTING ALUMINUM CURTAINWALL _ V~C�� ARC., I2 ALUMINUM STOREFRONT VESTIBULE, BEYOND. 0 O. J Woll,NgSON O NEW DOOR AND FRAME, SEE DOOR SCHEDULE -f I I I `wl y�..a 1 i r • � O 0 / 2� �\ I 5 II- A�� I 45.1 Battle Ground, WA CS. 1,� 4632 m 11 I G Karl Johansson, A.I.A. - r l ► 101 S. Parkway Avenue / \ / =� O 0 PO Box 798 l r ) ► Battle Ground, WA 98604 I' Ph. 360-687-8379 a / 0 \J © 0 o _ • I / I ry n I Fax 360-687-8450 A5.1 it 4 O /�,, SIMiin .:O © 9 0 U 0T O v y 2 9 \O 0 A5.1 5.1 I I 0 0 0 0 0 I 0 0 0 \ / 1 0 0 0 / e \ I I 13 �AS.� 45.1 1 0 ENLARGED SECTION SYMBOL LEGEND Portland SCALE: 1/4" = 11-0" O TEMPERED GLAZING IN ACCORDANCE WITH O5SC SECTION 2406, Compressor • • • • to © Tenant Improvement I I I I I / 7440 SW Bonita Road Tigard, O R 97224 /S,I F ESEG NLAT GED ONS I \ \ j I I / PROJECT 4: 1512 \ T FILE 4: 1512-A41.dwg a N a \ DATE APRIL 21, 2016 i g EXfT / V �/ e REVISIONS: 0 (0 ri.--\\ 0 < < 0 ' \ \...ti / N _ - - I \1- / 10 0 , \ L 4 v II , A4 . 1 9 0 1 ENLARGED SECTION 1 SCALE- 1/S" . r-O" PERMIT SET 6 4 m s L 4 KEYNOTES 0 9 IO O MEZZANINE EXPANSION, SEE STRUCTURAL FOR FRAMING. OWOOD FRAMED STAIR SEE STRUCTURAL JAf DOOR AND FRAME. BEYOND, SEE DOOR SCHEDULE. • TEMPERED RELITE IN HOLLOW METAL FRAME I I O MEZZANINE BEARING WALL, SEE STRUCTURAL OWOOD FRAMED GYPSUM BOARD GUARDRAIL, ir O FOOTING. SEE STRUCTURAL I A O$ COLUMN, SEE STRUCTURAL JOHANSSON _ _ I SYMBOL LEGEND ARCHITECTURE, PC �' ' ' I O TEMPERED GLAZING IN ACCORDANCE WITH OSSC SECTION 2406_ (OD �Q j)C tl e 1 KARLIOdANSSON �X1 v� A42 I I o • � -7�the mu d WA60 I 0 i I i1 \ C OF 00 Z I I �5-� Karl Johansson, A.I.A. 101 S. Parkway Avenue 0 j I I PO Box 798 o O Battle Ground, WA 98604 �2 _A_4.20 0 Fax axPh360-687-8379 / O O 360-687-8450 r [.. .7 i \ 0 r I I V- 1 0 I, • 0 ENLARGED SECTION Portland SCALE: 1/4" = I'-O" Compressor Tenant • EXISTING + EXISTING Improvement BUILDING BUILDING COLUMN COLUMN f 4'-4" / 14'-8" 11-0" ), � 4'-4" � 14'-8" 1'-0" k 16 TREADS cil II" 16 TREADS 0 II" LLNWITH WAI'-O" , 453METAL STUD FACE OF SIM. / WALL, SEE COLUMN /f WALL TYPES \ ( J \ Th \ 7440 SW Bonita Road Zi' s Tigard, OR 97224 Fn in a b 2 A5.3 A Ag,3/ SIM. 2 tli"cl, STEEL \ \ / \ \ -1 N. \ A53 HANDRAIL m �� l>4"� STEEL /)\ WOOD GUARDRAIL, MEZZ. AND STAIR HANDRAIL L J m i1/4i i WOOD GUARDRAIL, SEE STRUCTURAL SECTIONS SEE STRUCTURAL / \ 6 4 \ �, ► r PROJECT 1512 ` 1/ SUSPENDED i FILE I: 1512-A42.dwg , ACOUSTICAL •• I` DATE: APRIL 21, 2016 s • / X 1 � TILE CEILING •i <I 1a �A5� u a ALUMINUM •• I REVISIONS: SI _ Q 1... IY r STOREFRONT li e `9 r ALUMINUM j Q j Q / • VESTIBULE • 16 m / • O STOREFRONT N t0 • VESTIBULE \ w wWOOD STUD \ ol WALL, SEE i rD • G WALL TYPES II / m I ry \ _ r r . I` • I 0A53 \ O 10-/ \ STAIR FRAMING, SEE fl C • STAIR FRAMING, SEE `Q \ \ � , 5 \ STRUCTURAL m S. STRUCTURAL 1411 I - - - m. C A5.1 • ` • • tel_ O EXISTING SLAB EXISTING SLAB I \1 1 / ON GRADE \ f.• ON GRADE• • T � . \ \ \ \ f t i A5,1 A4 • 2 0 C3-) STAIR ELEVATIONCI STAIR SECTION SCALE: 1/2" = r-O" SCALE: I/2" = 11-0" PERMIT SET t 2 I I METAL STUDS AT 24" O.G. UNLESS NOTED OTHERWISE WOOD STUDS, SEE WOOD STUDS, SEE (I) LAYER 5/e' GYPSUM BOARD, CI) LAYER 5/e' GYPSUM BOARD, METAL STUDS AT 16" O.C. lU LAYER 5/e' GYPSUM BOARD, STRUCTURAL STRUCTURAL LEVEL 4 FINISH [ WITH LEVEL 4 FINISH UNLESS NOTED OTHERWISE [ WITH LEVEL 4 FINISH (I) LAYER %" GYPSUM BOARD, LEVEL 4 FINISH (I) LAYER PLYWOOD SHEATHING, SYMBOL SIDE, SEE , , . r A J • .. .. . STRUCTURAL P e • V p • ,__, m6 imp P fik IP ti pi , / ; , : , ,an,,,„ ., - „ „ „ „ , „ ; ,„ ,._, ; :, ,, 7,- ihr: 1p Jf 41.4 4 IP 44 4 4/ 1 (I) LAYER V GYPSUM BOARD, 1 - - S WITH LEVEL 4 FINISH (1) LAYER 5/e' G�GYPSUM BOARD, 2 — — S WITH LEVEL 4 FINISH 3 _ _ T 4LAYER %" GYPSUM BOARD, - - (I) LAYER 5/a" GYPSUM BOARD, JOHANSSON LEVEL 4 FINISH q S LEVEL 4 FINISH ARCHITECTURE, PC WALL TYPE i HSS 5X5, SEE STRUCTURAL NOMINAL STUD WIDTH WALL TYPE 3 = 3625125-33 NOMINAL STUD WIDTH WALL TYPE WALL TYPEI 1) 4RC 6 = 6005125-43NOMINAL STUD WIDTH NOMINAL STUD WIDTH 6 = 6005125-33 INSULATION I 8 = 8005125-43 NSULAi ON INSULATION INSULATION INSULATION 5 = SOUND BATT 5 : SOUND BATT ii KARLJOIIANSSON Cn 5 : SOUND ATTENUATION BATT S = SOUND BATT T = THERMAL BATT (R-13 BATT INSULATION) T : THERMAL BATT (R-I3 BATT INSULATION) wri T : THERMAL BATT (R-I3 BATT INSULATION) T = THERMAL BATT / = NONE / : NONE • / : NONE / = NONE • ��' Battle Ground,WA 411 WALL TYPE 1 SCALE: N.T.S. WALL TYPE 2 SCALE: tLT.S. WALL TYPE 3 SCALE- N.T.S. W4 WALL TYPE SCALE= N.T.S. 9�� 4632 GO OF OW 11111 Karl Johansson, A.I.A. TOP TRACK, SEE 101 S. Parkway Avenue STRUCTURAL DEFLECTION HEAD OR PO Box 798 J BEAD, TYPICAL _ a r ill SLOTTED TOP TRACK �I Bathe Ground, WA 98604 AT EXISTING STRUCTURE STEEL POST, SEE I STEEL CAP, SEE WITH (2) RIO SELF Ph. 360-687-8379 DRILLING SCREWS AT Fax 360-687-8450 STRUCTURAL 24" 0/C, PROVIDE I" 4 STRUCTURAL I swam DEFLECTION SPACE METAL STUDS, pyi ppy T II aliMIWE I SOUND ATTENUATION I nc BATT INSULATION, J• . 4.A. J• J• 1 AND SHEATHING, SEE �� 6005125-33 METAL O WALL TYPES = NI JOISTS AT 16" 0/C WITH EXISTING ROOF EXISTING SOUND ATTENUATION STRUCTURE ROOF all METAL STUD BLOCKINGBATT INSULATION in STEEL PLATE AND �� STRUCTURE WHERE WALL IS PARALLELA Al CONNECTION TO J BEAD, TYPICAL J BEAD, TYPICALTO EXISTING ROOF GIRTS =- EXISTING FLOOR SLAB, SEE I DEFLECTION HEAD OR DEFLECTION HEAD OR STRUCTURAL BOTTOM TRACK SLOTTED TOP TRACK SLOTTED TOP TRACK GYPSUM BOARD CEILING 5/g' GYPSUM BOARD TO JOISTS WITH TYPES WWII 1 4 RUBBER BASE —►' TO SLAB, SEE WITH (2) 310 SELF WITH (2) 410 SELF SCREWS AT 8" 0/C AT METAL STUD WALL, STRUCTURAL METAL STUD WALL, E•11DRILLING SCREWS AT METAL STUD WALL, •� DRILLING SCREWS AT PANEL EDGES AND 12" II• SEE WALL TYPES 24" 0/C, PROVIDE 1" 24" 0/C, PROVIDE I" EXISTING FLOOR SLAB EXISTING CONC. SEE WALL TYPES IIIN SEE WALL TYPES '� 0/C AT INTERIOR BOTTOM TRACK TO SLAB DEFLECTION SPACE DEFLECTION SPACE SUPPORTS IL 1 i JOINT BOTTOM TRACK TO SLAB BOTTOM TRACK TO SLAB WITH PAF, .0145"�X3/a" Portland 1 WITH PAF, .0145"�X3/a' WITH PAF, .0145"�hX3/4' Portland I I I EMBED MIN, AT 12" O/G EMBED MIN, AT 12" 0/C EMBED MIN, AT 12" 0/C rt) I I I RUBBER BASE 'n I I 3" , NOTE" FLOOR SLAB RUBBER BASElb" RUBBER BASE mpressor m I I M1ty SOUND ATTENUATION, FLOOR SLAB FLOOR SLAB NPROVIDEOTE= ` LI I I BATT INSULATION AND RESISTANT UGYPSUM TMETAL STUDS NOT BOARD AT TOILET \ IL SHOWN FOR CLARITY ROOM WALLS 4 CEILING 0 PARTIAL HEIGHT WALL FULL HEIGHT WALL FULL HEIGHT WALL WALL TO CEILING STRUCTURE Tenant SCALE: 3" = I'-0" SCALE: 3" = I'-0" SCALE: 3" = i'-0' SCALE= 3" = I'-0" V METAL STUD WALL, SEE Improvement GLAZING STOP METAL STUD WALL, SEE y 2" WALL TYPESVERIFY WALL WIDTH AND WALL TYPES 1 1 BOXED JAMB STUDS, SEE PROVIDE FRAME THROAT AS STRUCTURALlitmmurmemaiii:471 ', TEMPERED RE-LITE. / :11Pr — I�,- REQUIRED I ■ / DOUBLE STUDS AT DOOR �, ��lll METAL SSHEET T CASING, JAMBS a OVERHEAD DOOR SEAL VA1_p �— BOXEDHEADER, SEE wFACTORY FINISHED >\ STRUCTURAL `SNAP-ON-TRIM, BOTH SIDES OF FRAME N7'}40 SW Bonita Road HINGE, WHERE OCCURS ■_ ■ l \� Tigard, OR 97224 4 d +y VERIFY SHEET METAL CASING, u DOOR, SEE SCHEDULE FOR PAINTED 111 c(� TYPE JAMB, BEYOND ....ry\\:\ 11 FACTORY FINISH OVERHEAD DOOR SEAL OVERHEAD DOOR, SEE CZ KNOCKDOWN FRAME DOOR SCHEDULE ■ FACTORY FINISHED 1/2" KNOCKDOWN FRAME OVERHEAD DOOR, SEE OVERHEAD DOOR TRACK WALL TYPES 1/4" DOOR SCHEDULE AND CONNECTION BY DOOR K_D_ SIDE AND DETAILS 0 K_D_ DOOR JAMB (HEAD SIM) LITE JAMB (HEAD/SILL SIM) OVERHEAD DOOR HEAD S OVERHEAD DOOR JAMB PROJECTO IS i2 SCALE= 3" = 1'-0" v SCALE- 3" = I'-0" 01 SCALE: 3" = I'-O' SCALE= 3" = I'-O" FILE 1512 A50.dwcj DATE: APRIL 21, 2016 I, 8 GYPSUM WALL BOARD c OVER METAL STUDS - 1 REVISIONS: 3 SEE WALL TYPE i S I IMIII 3 1/2" TYP. - SEALANT, EACH SIDE S w. HOLLOW METAL DOOR 14 S 4 FRAME I, I NOTE: < PROVIDE PIPE SPACER W/ EX(3) A JAMB ANCHOR ATTACHMENT, NOTE= HEAD SIMILAR e A5 . 0 1 N_M_ DOOR JAMB/ HEAD SIM_ I 9 SCALE: 3" : 1'-0" PERMIT SET i I .. s ALUMINUM STOREFRONT fie" SEALANT EXISTING METAL SIDING RELOCATED STOREFRONT SILL WITH MFGRS_ HIGH F WOOD SILL, MATCH EXISTING METAL STUD DOORS AND FRAME PERFORMANCE SILL EXISTING EXISTING WOOD STUD WALL FRAMING FLASHING, MATCH EXISTING \ WI BATT INSULATION DOOR, SEE SCHEDULE FOR =� /i-\.__/ \ TYPE SEA ANT,KDO NOTDOSEADL �' \ EXISTING STEEL BEAM WEEP HSEAL \ 5/a' GYPSUM BOARD . + , DOOR JAMB e/ \\ n—� SHIM AS NEEDED \ WOOD FRAMED RAISED , X_Z DOOR BOTTOM METAL SIDING, MATCH \ K 0 SILL WITH R-I3 BATT HEADER, SEE STRUCTURAL BACKER ROD •AND Q EXISTING \ Z INSUATION, MATCH vt ALUMINUM THRESHOLD, SET IN e :fe SEALANTCONTINUOUS BED OF FURRING CHANNELS, / i- EXISTING \ BLOCKING r MODIFY EXISTING METAL Q: X �t SEALANT MATCH EXISTING w PANEL AS NEEDED (N - •I Y," CDX PLYWOOD \ 6 \\\ F--/:. �7 \ / / / / / / / , /7 , SHIM AS NEEDED ---- ---mix' a a BACKER ROD AND \ 4- -- SEALANT a 4 - p SEALANT JOHANSSON �„ r / \7 J BEAD 4 EXISTING CONCRETE ARCHITECTURE, PC EN W 1 ` EXISTING METAL CEILING / \ PROVIDE NEW JAMB a 4 -� ��\ � \ \ SLAB J BEAD ' BACKER ROD AND / STUDS, SEE STRUCTURAL a a - g SEALANT „ ANT - SHIM AS NEEDED K // \ / \1 \ 5/a' GYPSUM BOARD JAMB a E EXISTING PLAZA ��KARL)0 ED C �C� SEALANT CORNER BEAD ici N RELOCATED STOREFRONT FLOOR FINISH AS SCHEDULED v; DOORS AND FRAME EXISTING WOOD STUD WALL WI BATT INSULATION C/ 0 STOREFRONT HEAD STOREFRONT JAMB DOOR THRESHOLD 4 STOREFRONT RAISED SILL v,�tt'e 4632 ' �o� SCALE= 3" = I'-O" SCALE= 3" = I'-O" SCALE= 3" = I'-O' SCALE= 3" = I'-O' Op OSL Karl Johanaaon, A.I.A. 101 8. Parkway Avenue 6t ) PO Box 798 ��. SOUND BATT INSULATION Battle Ground, WA 98604 Ph. 360-687-8379 Ifli Fax 360 687 8450 METAL STUD FRAMING AND SOUND BATT INSULATION �" GYPSUM BOARD 6"0 GROUT FILLED " GYPSUM BOARD }� 4x8 HEADER, SEE BOLLARD, SEE DETAIL , / STRUCTURAL10/A5_ISUSPENDED ACOUSTICAL BOX BEAM HEADER ATTILE CEILING SIM, SEE STRUCTURALALUMINUM STOREFRONT HSS HEADER, SEESILL WITH MFGRS_ HIGH /1 STRUCTURAL PERFORMANCE SILL ALUMINUM POST COVER TO FLASHING, MATCH EXISTING MI EXISTING CONCRETE at / \ I - SYSTEMMATCH STOREFRONT J BEAD, TYPICAL SLAB J BEAD, TYPICAL I • BACKER ROD AND - •-�•^ �I S 4X4 POST, SEE STRUCTURAL PS SEALANT, DO NOT SEAL ` — BACKER ROD WEEP HOLES BACKER ROD AND SEALANT, AND SEALANT, SHIM AS NEEDED TYPICAL SHIM AS NEEDED TYPICAL --i r-' 1 SHIM AS NEEDED SHIM AS NEEDED __•_14i,___,__•.•__ f ALUMINUM STOREFRONT, --.- — ALUMINUM STOREFRONT, ALUMINUM STOREFRONT, MATCH EXISTING MATCH EXISTING N------ MATCH EXISTING Portland 0 STOREFRONT HEAD �j•� STOREFRONT SILL STOREFRONT HEAD JAMB AT CORNER POST Compressor SCALE= 3" = I'-0" v SCALE: 3" = I'-0" SCALE: 3" = I'-O" 8 SCALE= 3" = 1'-0" BOXED JAMB STUDS, PROVIDE DOOR JAMB TRIM, PAINT TO�i ROUNDED GROUT TOP WITH SEE STRUCTURAL SURFACE MATCH ADJACENT METAL STUD WALL, SEE \ J" CROWN WALL TYPES EXISTING METAL - BACKER ROD AND SEALANT, WALL PANEL TYPICAL Tenant HSS JAMB, SEE I STRUCTURALSHIM AS NEEDED ii _ EXISTING EXTERIOR WALL Improvement O 6"m STD PIPE WITH GROUT EXISTING METAL WALL FILL, PAINTED "HAZARD PANEL 7 YELLOW" \sli / r— INSIDE CLOSURE ALUMINUM STOREFRONT, / FINISHED FLOOR OR GRADE MATCH EXISTING PROVIDE DOOR HEAD Ni\ �l° < / TRIM, PAINT TO MATCH > \ j__ ADJACENT SURFACE oa wu`` .n. SEALANT \ CORNER BEADaillilliiiiiiir ^i�� J BEAD r rJ ALUMINUM STOREFRONT, dlii �- BACKER ROD r J BEAD AND SEALANT, CORNER BEAD 7440 SW Bonita Road WHERE OCCURS, MATCH m TYPICAL Tigard, OR 97224 I EXISTING STYLE AND FINISH SEALANT SHIM AS NEEDED .� OVERHEAD DOOR, SEE SHIM AS NEEDED CONCRETE FOOTING +— ALUMINUM STOREFRONT, DOOR SCHEDULE SEALANT, TYPICAL — MATCH EXISTING w OVERHEAD DOOR TRACK OVERHEAD DOOR, SEE AND CONNECTION BY DOOR CORNER BEAD, �— -f, 2„ ® DOOR SCHEDULE EXISTING MANUFACTURER, PROVIDE TYPICAL t 4. EXTERIOR WALL BLOCKING AS NEEDED 9 STOREFRONT JAMB 10 6" BOLLARD STOREFRONT HEAD STOREFRONT JAMB DETAILS SCALE= 3" . I'-0' SCALE= 1/2" = i'-O" SCALE= 3" = 1'-0" SCALE= 3" = I'-O' 1 ' OVERHEAD DOOR TO LIFT PROJECT 0: 1512 THROUGH SLOT IN FILE n MEZZANINE FLOOR, SEE 0= 1512-ASl.dwc� 1 DOOR SCHEDULE DATE: APRIL 21, 201b EXISTING MEZZANINE e i o !III REVISIONS: d� ALUMINUM STOREFRONT, I EXISTING EXTERIOR aMATCH EXISTING EXISTING IWALL 2X10 JOISTEXISTINGMETALi ' ' Iir WALL PANEL rL� Cil _ EXISTING CONCRETE LI , JI SLAB 4r.:._=-= al fERIF Ai V A5.1 C n C NEW 2X10 AT OPENING, I \ / li VERIFY OPENING WIDTH I nweimeA I BACKER ROD SHIM AS NEEDED tL - ALUMINUM STOREFRONT, $ SEALANT •` MATCH EXISTING A 5 1A . SILL OVERHEAD DOOR AT MEZZ_ 1 14 g SCALE= 3" = l'-0" SCALE= I-I/2" = r-0" PERMIT SET e 1/ SEISMIC LOCKING LATERAL SUPPORT POINT SEE DETAILS L MAX, LENGHT CLIP 1/2" diameter conduit (EMT) 5-10" A 4 O 3/4" diameter conduit (EMT) 1'-6" MAIN I" diameter conduit (EMT) 9'-9" WIRE HANGER a0 4'-0" O.C. EA. WAY WHERE FIXTURE ROW FALLS RUNNER Single 1625125-33 metal stud 12'-0" BEWEENRUNNER, USE 1 HANGER (1-55/6" x 20 gauge) ® LLGTMAIN cJA4N0" 0.C. AS CROS Jf A IA WIRE TIE W/3 Back to Back 1625125 33 metal IS'-O" I iir TEE_ . r 12RTYPIstuds (I-5/8" x 20 gauge) 2'-0" X 4'-0" ACOUSTICAL iallf Single 2505125-33 metal stud 13'-6" TILE SEE SPECS, TYP_ Y (2-1/2" x 20 gauge) '�� I �-3) ^� CROSS Back to Back 2505125-33 metal 15'-O" i ` �� HVAC-AIR DIFFUSERS, WITH APPROVED I. + / » \ RUNNER studs (2-1/2" x 20 gauge) 2X4 RECESSED FLUORESCENT 40, CLIPS OR WIRESASREQ'D BY CITY t\CJ// SEISMIC POST SCHEDULE LIGHT FIXTURES_ SEE ELECT_ - � 4� STANDARDS TYP. �IOHANSSON n DRAWINGS ARCHITECTURE, PC CROSS � D�Q�j „ RUNNER `��'" -'`C1ti�t1 CEILING NOTES= C. `(� 6-O" MAX 17-0" O_G. EACH WAY I. ALL HANGER WIRE SHALL BE $12 GALV. WIRE OR CODE- j 1OHANSSON t�� LATERAL SUPPORT TO LATERAL SUPPORT APPROVED EQUAL_ POINT WITHIN 6-0" OF POINT 45° 45° / • WA L. 2 ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED I • • os ., p p AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. (� / d 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT Niiiiy Battle Ground,Wq�� SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED 7' 4632 6" MIN' cJ SEISMIC POST OR EMT BOLT COMPRESSION DIAG_ BY LOCAL CODES. ENDS. ' RESTRAINT CONDUIT, SEE OF 00 - 16 / STRUT 0 TOP 4 BOT_ 4_ AT LIGHT FIXTURES PROVIDE *12 GALV_ WIRE AT DIAGONAL SCHEDULE "D" FOR 10° / 1/2" CLR. (TIP.) �PA WIRES Karl Johansson, A.I.A. OPPOSED. HORIZ. RESTRAINT 101 S. ParkwayAvenue �r 1 5_ SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS BRACE 12 GA.. WIRE d FOR LOCATIONS AND DIRECTIONS OF LIGHT FIXTURES SPLAYED i3 45° ° 4S° PO Box 798 i X 2 L CROSS RUNNER45 / AROUND MAIN RUNNER 6. CEILING PENETRATIONS: SPRINKLER HEADS OR OTHER SIMILAR 4-DIRECTIONS. ALL Battle Ground, WA 98604 PERIMETER WIRES ATTACHED TO / 2'X 2' OR 2'X4' A CEILING PENETRATIONS SHALL BE PROVIDED WITH AT LEAST MAIN RUNNER Ph. 360-687-8379 / FACE OF ACOUSTICAL TILE IN METAL ONE INCH OF CLEARANCE IN ALL DIRECTIONS SURROUNDING WALL OR Fax 360-687-8450 / SUSPENSION "T" GRID THE SPRINKLER HEAD EXTENSION_ d b DEMISING SYSTEM_INSTALL PER ASTM \ SPLICE o I, 4 / PARTITION C635 AND ASTM C636 IN l_ INSTALLATION TO RESIST SEISMIC FORCES SHALL BE MADE IN MAIN PROVIDE 2- $10 ACCORDANCE WITH IBC ACCORDANCE WITH ASTM E580_ RUNNER SCREWS AFTER 808.11.1 TILE PANEL / 0 S. THE WIDTH OF PERIMETER SUPPORTING ANGLE SHALL NOT BE LESS THAN INSTALLED 2". WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA. IN EACH ORTHAGONAL DIRECTION, LATERAL SUPPORT BRACE ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE THE Ap- 12'-O" O.C. EACH WAY OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE . 0 TYPICAL SUSPENDED ACOUSTICAL TILE 4 T-BAR CEILING SYSTEM I SCALE: N_T_S_ 14 2 ti Portland Compressor METAL STUD WALL TO BOTTOM OF STRUCTURE, PROVIDE DEFLECTION HEAD OR SLOTTED TOP TRACK, SEE Tenant FULL HEIGHT WALL DETAILS FOR ADDITIONAL INFORMATION Improvement EXISTING HSS BEAM I EXISTING GYPSUM 7440 SW Bonita Road BOARD SOFFIT N___,) Tigard, OR 97224 1 Z 4r DETAILS I A EXISTINGCOORDINATE HSS COLUMN,REMOVAL PROJECT I: 15"72 v. / OF LOWER PORTION WITH FILE f 1561-A52.dwc� INSTALLATION OF NEW DATE: APRIL 21, 2016 $ RADIUSED ANGLE, SEE HSS BEAM, SEE STRUCTURAL STRUCTURAL 1 I REVISIONS: HS5 BEAM, SEE "q M STRUCTURAL E HSS BEAM, SEE BRACE, SEE STRUCTURAL STRUCTURALNO %) SUSPENDED=ACOUSTIGAL I A- /a n I I I /I i_ ,0 S �� In \/Z SOFFIT FRAMING, SEE STRUCTURAL I %" GYPSUM BOARD, TYPICAL A5 a 2 8 SOFFIT SECTION I0 SCALE: 1/2" = 1'-0" PERMIT SET Ei2 I xSt �`— i .,,1+ 2x6 FLAT RAIL W/ (2) X'------ I6d NAILS AT EA. POST 2x4 RAIL W/ (2) I6d NAILS AT EA. POSY4111' 1 1/2" "<h STEEL PIPE RAIL, STEEL HANDRAIL, PAINTED • HANDRAIL BRACKET, PAINTED j \) } THROUGH WALL TO 1'-O" EXTENTION f , 0 4 BACKING, SPACING NOT TO _"� %" GYPSUM BOARD44 FROM NOSING A53 EXCEED 5-6 O/Cit � m O ��._ NAIL2X4 S AI7 EA.L WI CPOS) T 11,11 � 4 WOOD STUD WALL/GUARDRAIL, �� 1/5"47 STEEL PIPE HANDRAIL, SEE STRUCTURAL r QO�� PAINTED JOHANSSON MEZZANINE FRAMING, SEE SEE �,C', PC\ ARCHITECTURE, PC STRUCTURAL i 4X4 POST, PLYWOOD BLOCKING, SEE PLYWOOD STRUCTURAL P� �a\� .i 34" ., DECK, SEE STRUCTURAL TREAD ��- la BAREXCEED STRUCTURAL AI 's�, STRINGER, SEE pA5.3 3" X Y4" MOUNTING PLATE1 LARLJOC"1FACE OF WALLIL / : `''i...,otr STRUCTURAL 4X POST OR POSt WITH (4)Y4' FLATHEADf LEDGER, SEE STRUGTURALIL r 1 1;IRETURN TO POST HOLRES, FASTEEWS IN NtO POSTK4 41,0', • ORTHROUGHWALLTO "' > att1e Gro-� BACKING 4532 � 41111 VIEZZANI-j\r-NE GUARDRAIL STAIR GUARDRAIL TYPICAL HANDRAIL HANDRAIL ATTACHMENT4of o� Karl Johansson, A.I.A. SCALE= 1" = l'-O" SCALE= I" = I'-O" SCALE= 1 1/2" = I'-O" SCALE= 6" = 1'-O" 101 3. Parkway Avenue PO Box 798 Battle Ground, WA 98604 3"4) X Y4' MOUNTING PLATE Ph. 360-687-8379 WITH (4) Y4" FLATHEAD Fax 360-687-8450 SCREWS IN COUNTERSUNK HOLES, FASTEN TO POST / BAR STOCK 3/a"' OR THROUGH WALL TO BACKING /ThlYPAINTED"D STEEL PIPE RAIL, q5\I l,; T. T � 7 1 S FACE OF WALL Portland OR POST FLUSH END CAP, WELD AND Compressor GRIND SMOOTH 0 HANDRAIL RETURN SCALE= 6" = I'-0" Tenant Improvement 7440 SW Bonita Road Tigard, OR 97224 I> 1 DETAILS I PROJECT I: 1512 av FILE I: 1512-A53.dwg DATE: APRIL 21, 2016 s 11 I, 1 REVISIONS: Z k S I m t 1 x 1, 1 h - [ A5 A5R3 3 PERMIT SET I' 1 4 1 I, 4 o 0 . 0 4i ..41 f 1 i .= i 4- tV AF.2 I. -- — -� 1— --. JOHANSSON II ARCHITECTURE, PC c KARL,QHANSSON 1....) 1 I ► 1 • ,#A------- • \ \ 3 Batt[e Ground,WA i,) 4632 ,.:0 I in ► OF O� \ , <> Karl Johanson, A.I.A. 101 S. Parkway Avenue —. I PO Box 796 —1 �� Battle Ground, WA 98604 U I Ph. 360-687-8379 / ;4. Fax 360-687-8450 \ \ / \ / \ ..'f4 a ° \ o < > < > _ _ L _ Th\ > i;I \ / \ / 'w g I I I IN*X.r i ii. / 11.11111111111.1 /L .*- \\/7 -* -1 \ \ / - I4111 INTERIOR ELEVATION KEYNOTES 0 I, SCALE= 1/4" = i'-°" 0 ALUMINUM STOREFRONT VESTIBULE. V SUSPENDED METAL PLANK CEILING, PAINT EVERYTHING ABOVE CEILING BLACK. Portland 0 SUSPENDED ACOUSTICAL TILE CEILING, PAINT EVERYTHING ABOVE CEILING BLACK. ) PROVIDE GYPSUM BOARD AT EXISTING EXTERIOR WALL Compressor U EXISTING SOFFIT TO REMAIN, COORDINATE REMOVAL OF EXISTING WALL AND SUPPORT COLUMN WITH STRUCTURAL 0 NEW SOFF IT, BEE STRUCTURAL 0 SUSPENDED ACOUSTICAL TILE CEILING, MATCH EXISTING. 0 METAL STUD WALL, BEE WALL TYPE& �e�r� 09 BALES COUNTER BY OWNER VERIFY LOCATION OF ACCESSIBLE TRANSACTION, Tel-___-_t © PLASTIC LAMINATE COFFEE BAR. linprovement it GYPSUM BOARD OPENING, BEYOND. O 6 4 0 (Z DOOR AND FRAME, BEYOND, BEE DOOR SCHEDULE. 0 SYMBOL LEGEND I I I 1 1 \:J TEMPERED GLAZING IN ACCORDANCE WITH OSSC SECTION 2406. ��rnrr T� 7440 SW Bonita Road Tigard, OR 97224 I ! 1 I I I 4 INTERIOR I I 1 _i 0 ► ELEVATIONS O:. N PROJECT #: 15-12 FILE #: 15'12-A61.dwg - __._ - DATE: APRIL 21, 2016 1 I 1 I I I , _I .--� REVISIONS 0 . 4 j(// \( I � O I N I -44. j 1 -- 0 / A5.i N , „_ 0 - 0 O 51 M. to ~ • I to, I I 1 I `9 N ` I 0 I - Q \ E \r-.1 I = 13 • A5.1 INTERIOR ELEVATION A6 .1 a 1 I SCALE- 1/4" W I'-O" PERMIT SET 1 I' / n 2 1' / NOTE: GB = GRAB BAR 24x36" ACCESSORIES 4 MOUNTING WEIGHTS ARE NOT ALL TPD = TOILET PAPER DISPENSER FRAMED INCLUSIVE_ VERIFY ALL REQUIREMENTS ON REMAINING M = 51-1ATTER RESISTANT MIRROR MIRROR M DOCUMENTS AND PROVIDE MOUNTING HEIGHTS PER L = LAVATORY OR SINK JI PLAM THE AMERICANS W/ DISABILITIES ACT AND PTD = PAPER TOWEL DISPENSER _. WAINSCOT / ACCESSIBILITY GUIDELINES_ CONTACT ARCHITECT FOR TR = TRASH RECEPTACLE DESIRED INFORMATION NOT PROVIDED, PRIOR TO � PTD START OF INSTALLATION_ CONTRACTOR TO . / r COORDINATE AND PROVIDE ALL NECESSARY • IfIr ' BLOCKING. " l GB 8„ 36 min 1 39-41 M�� -+ GRAB "" / �"1IN. -36 an .12 42 rt(n jj PTD GB BARS U GB 1 JOHANSSON y �' L I 12 "�n GB t TR -.I, ARCHITECTURE, PC WALL MOUNTED p TPD 4 tL -\— ^--- KNEE AND TOE = __ x I dh LAVATORY = ] )" CLEARANCE TPD = L"Wyk 2 4 O ` O ACCESSIBLE 3-O ''� +- \ _ (F � "� _ ��' RUBBER \ok Q TOILET ��'� _ �J - Ch BASE, TYP. `y E RUBBER \1\ O E \ N % `' `�' `�' ;n 'r KARLJOHANSSON �C� -% r� BASE, TYP. \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\`\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�.\�\\\\\\\\\\\\\\ Side Wall • r ` N � -�� sack Wall miscellaneous • A i'-b" 4, B C D II" �, Battle Ground,WA 0 MbIN. 4632 Accessible Toilet Room Elevations MAX, 0 AccessoryMound He hts op a � *SEE ACCESSORY MOUNTING WEIGHT DETAIL FOR ACCESSIBLE MOUNTING WEIGHT REQUIREMENTS SCALE: 1/2" = t'-O" SCALE: 1/4" = 1'-0" Karl Jahaman, A.I.A. 101 S. Parkway Avenue NPO Box 798 Battle Ground, WA 98604 Ph. 360-687-8379 Fax 360-687-8450 1 4 EXISTING GYPSUM BOARD SOFFIT cA in , [ 1 Portland NEW GYPSUM 2'-5" BOARD SOFFIT SEALANT Compressor 4" PLAM SPLASH < ' /fin, P-LAM SURFACE ' �; COUNTERTOP /, . :J I I L,,:-. " 1 } OWNER SUPPLIED WIRE PULL `\ /i ^-•.-- WIRE PULL, TYPICAL Tenant COFFEE MAKERS, PLASTIC LAMINATE � t VERIFY SIZE, ' I I ° Improvement POWER AND COUNTERTOP AND -��' SPLASH O►.; N PLUMBING I I SINK WHERE OCCURS REQUIREMENTS PLASTIC LAMINATE I I0 NN FACE 4 \ I I '� PLASTIC LAMINATE A6 2 I I0 FACE ADJUSTABLE \ oAA j SHELVES / U / 0 -� / ADJUSTABLE SHELF, G 0 TYPICAL FINIS END, �/ I X• I �/, —I I , �/ \ O Q0 BLACK MELAMINE7440 SW Bociita Road TYP -L / 2� n E 0INTERIOR. TYPICAL Tigard, OR 97224 INTERIOR,LACK TYPIGIAL J / S,1 �.� \.,,- \/ N/ i 41 / RUBBER BASE it, / „ ,�> -: • • u \ \ I, 4 0 COFFEE BAR ELEVATION BASE CABINET SECTION INTERIOR SCALE: 1/2” = 1'-O" 4 SCALE: 1 1/2° = 1'-0° ELEVATIONS 1' 4 PROJECT f: 1512 I FILE fF 1512-A62.dwg 1 DATE: APRIL 21, 2016 s 1/ 4 a REVISIONS: i 2 ' I 3 $ r < a N 1'. N Q c 1, N r f i 1- PERMIT SET I g REFLECTED CEILING PLAN GENERAL NOTES= it 4 I. SEE DETAIL I/A52 FOR SUSPENDED CEILING 9. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SEISMIC BRACING. SUPPORTED DIRECTLY BY WIRES TO THE 2. NOTIFY ARCHITECT AND OWNER, OF ANY STRUCTURE ABOVE. DISCREPANCIES BETWEEN ARCHITECTURAL, NIGAL OR MECHANICAL DRAWINGS AND EXCEPTION: A B O ID © © © © O© O JA OBTAIN CLARIFICATION BEFORE COMMENCING WITH RECESSED LIGHTING FIXTURES NOT OVER 56 LBS.CONSTRUCTION. IN WEIGHT, AND SUSPENDED AND PENDANT HUNG 3_ MECHANICAL AND ELECTRICAL SYSTEMS TO BE FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE DESIGN BUILD. SUBMIT MECHANICAL AND SUPPORTED AND ATTACHED DIRECTLY TO THE ELECTRICAL DESIGNS AND ENERGY CODE CEILING SYSTEM RUNNERS BY A POSITIVE _ _ _ • _ I I I Iiii COMPLIANCE FORMS TO THE ARCHITECT FOR ATTACHMENT SUCH AS SCREWS OR BOLTS. AIR O , �1 ,V� 111 . 1 REVIEW. DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS., 4. PROVIDE ILLUMINATED EXIT SIGNS CONNECTED TO AND WHICH RECEIVE NO TRIBUTARY LOADING _ , 41 �/� ' 1� ,�� / I' IS 6 ' EMERGENCY POWER, OR BATTERY BACKUPS, FROM DUCT WORK MAY BE POSITIVELY IL I I `2� ' I2M .� _ WHERE APPLICABLE. IN THE EVENT OF POWER ATTACHED TO AND SUPPORTED BY THE CEILING �- �- o �,.- �J ■ FAILURE. ILLUMINATION SHALL BE AUTOMATICALLY RUNNERS_ �� JOHANSSON I I PROVIDED. r ► I ARCHITECTURE, PC MUM �� I��:'J_r,�� nL'll� ��rrlWrrrr — II S. WHERE THE LISTED FIXTURES ARE LOCATED - 10. VERIFY ALL THERMOSTAT LOCATIONS PRIOR TO _ — — — G■=Ci1=L'ILiG=ir_: :� ■■■■■■■■■■■■= ACCENTES, U.N.O. THROUGH WITH A CHIT C LOCATIONS OWNERNE DO NOT I I T_■■ Ill 11111 ■ 111111 11111 e ,` P+ `b 1,i„!J:��=■■■■■■iiiiii — — RECESSED DOWNLIGHTS, WALL WASHERS AND INSTALLATION. CONTRACTOR TO SCHEDULE WALK _ TIL INST ION ENS LIGHTS, PLACE IN CENTER OF CEILING THROUGH ARCHITECT AND PRIOR TO �-� ,w, 1N11i�,,,II,I,,,■ '' Ir �S� C 6. ALL CONDUIT, HVAC, DUCTS AND CABLING SHALL CONFLICT WITH TENANT'S FURNITURE/ FIXTURES. I kSdA9IUZII$iIi ELMIll 11111I I 111111 11111 ' .I■�■■■■v■_III_■■■■■■■■■■■■U I ;\ KARLJOILIIVSSON �c� BE INDEPENDENTLY SUSPENDED FROM THAT USED II. ALL SWITCHES TO BE MOUNTED WITH 6" MINIMUM p111l11..a 481�v - is LIPROPER BUILDICRIPANEL 12. Aj��$��l�t��LOCATED BY DESIGN BUILD ELECTRAL AND i11i -=-I : I 4I$j + 1I °8. ALL FIXTURES TO BE INSTALLED PER CODE 1 • • 1V■IIter.. I111I1NI1111■11111■111111 -,N.: . `o of OW .I': ■m�1! »_ ■■��■rel■rrr■■■I■■�Ii1■■■I \ n i �— Karl Johansson, A.I.A. et SYMBOL LEGEND 0 o __.__ :-- � - -�,� - —� rai- _______.K.- - _ - •- _ — ■� ��,� _ 0 �1' 101 S. Parkway Avenue ® EXISTING EXIT SIGN TO REMAIN. I , i _ PO Box 798 a Iii Isa�8 �� $ ` • — Battle Around, WA 98604 EXISTING EXI7 SIGN TO BE REMOVED. R — — d e ^� • • _ __ _ _• �_ I _ Ph. 360-687-8379 I» D LIGHTED EXIT SIGN WITH EMERGENCY POWER 4I �, =�I Is, p • b IIS �,= Fax i 7A ir Fax 360-687-8450 BACKUP. I I _ I .g q :o, ^a1/4° I■•■E•■■■■■1 ® e1 iu111116iuiii1 uii�uuuuuuih"111U11lllll IF ON DIRECTIONAL LIGHTED EXIT SIGN WITH a lir e o o ;■■■■I■■■■■■■■■■■■■■■■■■■■■■■ ■■■�■■■■■■1 -. EMERGENCY POWER BACKUP. R I I■u■■I■u■■■ ■■■'�■■■•■■■•■■■■■ ■■■�•■■■•■1 —� 1■■■■I■■■■■■■■■■■■■■■■■■■■■■■ ■■■11111■■■■■■I AA M1 lllllllllllllllCi.11lllllllllllll■1111111 Ir NEW 2X2 LAY IN FLUORESCENT LIGHT FIXTURE TO © FAS �I — — - I._11■■ ■■■'�'■■■=��•■■■•■■■•■ ■_•■�i■■■i■I I� N MATCH EXISTING. II11II�'111111111�1111111111111 111�111111� I 0 e e ■■■■I■■■■■■■■■■■■■■■■■■■■■■■ ■■■�■■■■■■I _,5 ■u■■I■u■■■u■■■u■■■•■■■•■■■•■ ■•■=•1111■■■1© ENEW XS IN�ESSED LIGHT FIXTURE TO MATCH /_ ItalIS —� ( M — I — I_! !11l�si1111111111111■if■■■■ilI i■�iiiiiii O F ��" l', ■■11■■■■■■■■■■■■1111■■■■■■■■■■I I■■■�■■■■■■1 7 _�� Vi 1■u■■u■■X11■■u■■■ ■■■ ■■■•■■■•■■■•■II■■■1••■■■■■I — • MMMMM. N NEW SURFACE MOUNTED LIGHT FIXTURE TO MATCH 0 — — — — - 1 am ■ ■ •_�Ii_• ■ • I r 0 NEW HIGH BAY LIGHT FIXTURE TO MATCH a I I /A . e - I A� Portland EXISTING R o 0 0 0 0 0 0 0 0 0 0 0 s Compressor NEW WALL MOUNTED LIGHT FIXTURE, CENTER 8 • , 11 ABOVE LAVATORY. I — — 7 — — I — — — — 1 — _ I — — — — ;�'� MATCH I — LINE R O 0 i 0 0 0 0 0 0 . ; 0 a , - — IlJl1': ' Tenant 's ]34' D•O h'O — _ ]YD ]YP SY4 Ti•4 �� SIJ� �� - C ,�jr I Improvement R Li- al I I00 ; 0 0 0 • I I 1 I 0 0 y 1 f c. I® o O O O O I� R iJr..,0 Oo f00000 ?II 0 0 I OU 7440 SW Bonita Road 41 . _ _ 1I /��• - 0 _ Tigard, OR 97L24 R I 000000a 0 0 0 0 ] 0 0 0 o ® 0 _ Q0 _ 0000i 0 J I.J ' 1� " OVERALL Q Q 0 0 Q I Q Q I Q 0 QOOIOOOGEILINO PLAN 4. L ' R I 04 1 PROJECT #: 1512 U Q 0 _ 0 DJD 0 l D D . . O �+ 1 — — — — � — FILE #: IS"12-ATD.dwc� § ® n a- 0 0 — 0-0- IT 0 1 0 R — �" — I 0 •- ° - 0 - DATE APRIL 21, 201; $ I� = a I LI 0 0 0 0 L0— - 0- -1 - - -- --U 5 4, REVISIONS: s R u u u �� 0 0 I • �— — d 14 - - r , 25,0' 25e 254 25.0' 250 �� ria 25,0' 17 41 R c i I 110 OVERALL REFLECTED CEILING PLAN 1--i SCALE: 1/16" = I'-O" A7 0 © O' S' 16' 32' n I PERMIT SET 2 4 I A B O D O © O O O 111 JA1f 4 40A /A I ....... I II 11 Il os • 41\Q4R ARCHITTURE, PC0iiii� �i► iii � SIP iiii �i�i�i�i� ii �iiii �i�i�i4i• �RN�� I 1e. �� IIIS n]co-',. ---------- ' © — — — — — = i i i " — — — Ba ilia I ' ra , OF p��0 0 0 0 I I 0 0 9 0' 0 • = w Karl Johansson, A.LA. �O I ^ rY, 1013. ParkwayAvenueBI I `N I c -,i - ' I, - lwJ PO Box 798 L= '" _ I ,� Battle Ground, WA 98604 O..' o 1 f I t = -- -- ` — J 9 `'i r Tip I 'irr w wa�wawawaw i i_i— � I Ph. 360-687-8379 o o o illI 1 I o I,` o II /I J _I Ir ,I II V��••••••�_��' I e a ,� Fax 360-687-8450 NOOOOOOOOATI ll 1 1 1 1 I I � �. I IIII I ., ' . I0 - - -__- - - _- r • • •,. 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J MATCH — — - - - - - - - - - - - - - - - - Il - - - - LINE 1 r DEMOLITION KEYNOTES 0 1 O REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING AND LIGHT FIXTURES e• DEMO CEILINCS PLAN NO R T I-I ITh —i. I b O REMOVE EXISTING GYPSUM BOARD CEILING AND LIGHT FIXTURES. e O REMOVE EXITING LIGHT FIXTURE. I O REMOVE EXISTING EXIT SIGN. D 7 SCALE= I/8" = I'-O" 0' 4' S' 16' O .. $ O COORDINATE REMOVAL OF WALL AND COLUMN WITH NEW SUPPORT FOR SOFFIT ABOVE, SEE STRUCTURAL rri PERMIT SET I e A B O D O O O O 0 0 N MATCH % 1 — — — 1 — — — — — — — 1 — — — I — — I I _____ _ — — — LINE IP 1 O ' JOHANSSON 0 1� 1 0 0 I0 0 _ 0 Io 0 ARCHITECTURE, PC M O I I b J - - t ��5� ARC In m — :)..... -c=.._( ft�if�il(�T 1 NARL10llANSSON tC, / / 23'-6" / 25' O" f 25.-o.. _ 25' O" I. 25-0" I-1 / 25' O" / 25'-O" / 23'-6" o • rp © 1I 0 1I C — 0 Battle Ground, WA �'' rci —17 9 �t t �\ c _ _ - _ = = _ = c _ - _ _ = © I - = = . . _ - _ _ . 1v OF OW 6 4632 eL) P0LI099099A 0 0 © © 0 © © Karl Johansson, A.LA. • 101 S. 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OI REMOVE EXISTING SUSPENDED ACOUSTICAL TILE CEILING AND LIGHT FIXTURES. OREMOVE EXISTING LIGHT FIXTURE. $ O REMOVE EXISTING MECHANICAL PLATFORM AND EQUIPMENT, 1 4 v c r SODEMO CEILING PLAN SOUTH 1-1_1---1 1D7 . 2 1 PERMIT SET I, A s I 1 A e O D O O O O O 130 O _L t- #A, tA A am_ , ,__, IDS a JA ferp CI G�� ^ I 1\ _ I. IPI U Ir m ' JOHANSSON , s ' ' � ' ► iARCHITECTURE PC � .►❖ o❖ ►►.❖ ��. .► t'►•.000�►•. ..❖ � a'.'.o %. .► � oo�..�-.•.► ❖ r .•.►❖.•.�o.❖. ►►.•.o•. ►❖. .►000�►❖.oo�►❖.❖..❖.❖��.❖.•..•O.❖. .o• ••oo•.►.•.00a�.00•.�:.❖0.►0.❖. ��5,�� DA�i�, l' uiUiUiIES!!muiiiII1iiiiLti II011ANSSON �C� (— I © — — — — — -181—i a la lit i=-----i I w n= n i Ill �I� ` — — — a /i6G9 � v� III II III I I ° ° � 1=111111illi■_ ■■ ■■ •�� 0 „. . . , .. „ Battle Ground,Wq a I , 0 0_ ❑ I ■❑ ❑ 1 ■ I I ■�■.�■■■■1 '�I ■■■■■■■■ 1 2.... w - 4632 �C} It O ■1''1��■■� 1 " I OF 03 MIN II 011111 Illti LIIII■', " . ,. . . " . „ . ... _ , . .. I _..I■_ SiKarl Johansson, A.LA. 0 p O �1 101 3. 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KEYNOTES 0 V 1 SUSPENDED METAL PLANK CEILING AT 9-0- AFF, PAINT EVERYTHING ABOVE CEILING BLACK O SUSPENDED ACOUSTICAL TILE CEILING AT II'-41$', MATCH EXISTING. REFLECTED ^< OI OS CONTINUE SUSPENDED ACOUSTICAL TILE ABOVE SOFFIT IN THIS AREA. ete CEILING PLAN NORT N O SUSPENDED ACOUSTICAL TILE CEILING AT 9'-6" AFF, PAINT EVERYTHING ABOVE CEILING �� l BLACK £ O3 GYPSUM BOARD SOFFIT Al 9'-6' APE. SCALE= I/S" = I'-O" O' 4' 8' 16' h OQ GYPSUM BOARD CEILING AT S'-0' AFF_ E O EXISTING GYPSUM BOARD SOFFIT TO REMAIN, COORDINATE REMOVAL OF EXISTING WALL ' A7 0 AND SUPPORT COLUMN WITH INSTALLATION OF NEW SOFFIT AND BEAM. O GYPSUM BOARD SOFFIT AT 10'-4" AFF, SEE STRUCTURAL FOR FRAMING, PERMIT SET I s A B • D • 0 • © • •• ift, f ,.. _ I — — — I — — — — I — — — I — — — I — — I I _ _ II MATCH � I LINE L o JOHANSSON ry O 0 2,_0. I�■■■■■■I I 0 I 0 0 I 0 I 0 1 [ 0 I0 O I ARCHITECTURE, PC II ■ � � � � ��-- g ° I��5 s- A _ — ■� It3�113,113� I ■ ■ 4 11! ,p 6,. 231-6" In ■■�■■■ I . 25,_0„ . . 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Parkway POAvenue Box 798 —„ , ci Bathe Ground, WA 98604 1,, Ph. 360-687-8379 1 1 1 1 1 1 1 1 1 1 i . .i:., Fax 360-687-8450 1° '■IIsi■■■■i■■■■■■■niI■iiia■..iI■ 0____ ______ -� 0 , 0 I II_—�111111111111111M111111111 IIi fl ■■ !� 11911"1"1111 - - _ - O O ■ � IO O O LO L1• • i •• i..I. i ••i •• iI,. •• lig. al �. �i�. - - Portland I II Compressor liii . . 1 III 0 , o 0 o O ry I I I I 1 1 1 1 1 1 1 1 1 1 ,� J Tenant ® I I - - - - � Improvement I 11111111 1 1 o 0 o O 0 I , I I 11111111 11 liii jn uflhulI.uifluulluuflhuulIIuIuuulIiIlHhIlluui o I 0 • 0 I 0 7440 TiW OR 4 • Ln fIf •I I I■ 1 • • l1 - - - - - e - - - - I I I CEILING PLAN IIIIHIIIHIIHIIIIIIIII1IIIIIIIIIIIIIIIIIHIIIIIr I!!!!!IIIIuIIIIIIlIIIIIIIIIIlUUIIIIIHhIIIIIIIIiuIk o 0 wi soUTH I PROJECT 4: 1512 `c FILE 4 1512-Al2.dwy $ 1 _ - - - - - !� Elam= -- -- - mrd DATE: APRIL 21, 2016 s L 4 REVISIONS: J 2 G 25'-O" 25'-O" 25'-0" 25'-O" 25'-O" 25-O" 25'-O" 251-0" REFLECTED KEYNOTES 0 eil CEILING PLAN SOUTH C O SUSPENDED ACOUSTICAL TILE CEILING AT l'-6' AFF. 0' 4' 8' 16' OVERHEAD SECURITY DOOR TO LIFT THROUGH SLOT IN MEZZANINE. O 5 A7 . 2,_s yL 8 PERMIT SET I I . GENERAL STRUCTURAL NOTES: CODE REQUIREMENTS: REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON FLASHING AND WATERPROOFING: B STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. CONDITION: MINIMUM COVER: ALL FLASHING AND WATERPROOFING SHALL BE Y OTHERS UNLESS NOTED OTHERWISE ON TI-4E PLANS. 1 z� DESIGN CRITERIA: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 1 2 �.... DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO STRUCTURAL OBSERVATIONS: = 3 THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED CONCRETE EXPOSED TO EARTH AND WEATHER: STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED PER IBC: NO.5 BAR, W31 OR D31 WIRE AND SMALLER 1 I/2" REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: :_ MEZZANINE LIVE LOAD: 125 PSF AFTER PLACEMENT OF CONCRETE WALL PANEL REINFORCING, PRIOR TO POURING CONCRETE. INTERNAL WIND LOAD: 5 PSF CONCRETE ACCESSORIES: 17 4 CONCRETE SCREW ANCHORS SHALL BE "SIMPSON TITEN-HD" (OR ENGINEER APPROVED AFTER THE WOOD ROOF SHEATHING AND ROOF STRAPPING HAS SEEN INSTALLED, PRIOR TO BASIC WIND SPEED (3-SEC GUST, ULTIMATE): 120 MPH EQUIVALENT) INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT. COVERING WITH ANY MATERIALS. JOHANSSON WIND EXPOSURE: B NON-SHRINK GROUT SHALL SE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AFTER THE WOOD FLOOR SHEATHING AND FLOOR STRAPPING HAS BEEN INSTALLED, PRIOR TO ARCHITECTURE, PC SITE CLASS: D AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS± CAPABLE OF DEVELOPING COVERING WITH ANY MATERIALS. SDS = 0.119 A MINIMUM COMPRESSIVE STRENGTH OF 2,200 PSI IN 45 HOURS AND 6,000 PSI IN 25 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AFTER THE FLOOR DECKING HAS BEEN ATTACHED AND THE FLOOR REINFORCEMENT HAS BEEN ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED). RECOMMENDATIONS. PLACED, PRIOR TO COVERING WITH ANY MATERIALS. EXISTING CONDITIONS: METALS: AFTER THE METAL ROOF DECKING HAS BEEN ATTACHED, PRIOR TO COVERING WITH ANY THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ALL MISCELLANEOUS STEEL: ASTM A35 (Fy=36,000 PSI), OR AS NOTED ASTM A512 (Fy=50 KSI). MATERIALS. ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY WIDE FLANGE AND STRUCTURAL TEES: ASTM A992 (Fy = 50,000 PSI) OR ENGINEER APPROVED DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE EQUAL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE COMPLETION WORK. SQUARE AND RECTANGULAR HSS: ASTM 4500, GRADE "B" (Fy=46,000 PSI). POINT REQUIRING SITE OBSERVATION. ALL BOLTS: ASTM A325 UNLESS NOTED OTHERWISE. TEMPORARY GOND ITIONS: THREADED RODS: ASTM A35 UNLESS NOTED OTHERWISE. INSPECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND WELDING: PER AWS STANDARDS. E110XX ELECTRODE AND BY CERTIFIED WELDERS. SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1104 OF THE IBC AND APPLICABLE Karl Johansson, A. A. EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE ALL STEEL TO HAVE SHOP COAT. SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED 101 S. Parkway Avenue DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS PO Box 798 DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC INDICATED IN THE SPECIAL INSPECTION PROGRAM. Battle Ground, WA 98604 SUBMITTALS: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS o SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY E Ph. 360-687-8379 AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED ITEM NOT COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE BEFORE PROCEEDING WITH ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL o o Fax 360-687-8450 CONCRETE MIX DESIGNS (PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A ARCHITECT/ENGINEER PRIOR TO FABRICATION. REVIEW THE ITEM AND DETERMINE ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS b 0,0 I, MINIMUM OF 30 TEST SPECIMENS PER MIX), CONCRETE AND MASONRY STEEL REINFORCING, WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD THEN THE WORK WILL BE CONSIDERED =o 5 UCTt/ EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS AND GIRDERS, GLUED-LAMINATED INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE NON-COMPLIANT. 1R Rq SEAMS, AND PREFABRICATED WOOD JOISTS AND TRUSSES. "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR 4450 BOLTS". UNLESS NOTEDa, `‘�ED PRpFF�.f� OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO 0:2,,v, VN GTN 0 IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, A SNUG-TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE c "" �' 9e THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN c.�°,0 co 13,089 SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. F-0“.s. THE ENGINEER. SPECIAL INSPECTION PROGRAM c _ lion COLD-FORMED STEEL: ESTABLISHED PER 2012 IBC AS AMENDED BY THE 2014 OSSC SECTION 110& CHAPTER 17 w OREGON o DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON OR LOW-ALLOY ITEM CONTINUOUS PERIODIC COMMENTS /4W z •lip 11, 2 o ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STEEL, STRUCTURAL AND NON-STRUCTURAL FRAMING, SHALL BE IN ACCORDANCE WITH THE MOST PH '5 O �Q STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO CURRENT STANDARDS FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS, 4151. GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 110 0.' w yy MERR,�� THE ARCHITECT/ENGINEER OF RECORD PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON FINAL INSPECTION BY BUILDING OFFICIAL THE REQUIREMENTS OF THE IBC. THE FOLLOWING ITEMS SHALL BE CONSIDERED DEFERRED THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON STEEL BOX AND EXPIRES: 12-31-16 SUBMITTALS: BACK-TO-BACK HEADERS USED IN SINGLE-SPAN CONDITIONS FOR LOAD-CARRYING PURPOSES I I • H SHALL BE IN ACCORDANCE WITH THE STANDARDS FOR COLD-FORMED STEEL FRAMING - STS. \I"."1 �A. PREFABRICATED WOOD JOISTS HEADER DESIGN PROVISIONS, AIS1. IN ACCORDANCE WITHOSSC1705.2ANDQUALITYASSURANCEINSPECTIONREQUIREMENTSOFAISC360 a MATEREAL VERIFICATION OF HIGH STRENGTH X REFERENCE A PPLICABLEASTM MATERIAL B. CURTAIN WALL OR STOREFRONT AND ALL OTHER GLAZING SYSTEMS LIGHT-GAGE STEEL COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM DESIGN STRENGTH BOLTS,NUTS,AND WASHERS SPECIFICATIONS;AISC360,SECTION A3.3 UNLESS OTHERWISE NOTED IN THE PLANS: OSSC 1705.2.1.1,AISC 360 SECTION M2.5 Portand PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. Fy=50,000 PSI FOR 54 AND 65 MIL STUDS. (CONTINUOUS INSPECTION FOR PRETENSIONS) THESE COPIES WILL BE REVIEWED AND ANY NECESSARY CORRECTIONS/COMMENTS WILL BE F =33,000 PSI FOR IS THROUGH 43 MIL STUDS. NOTED ON EACH COPY. THE ENGINEER WILL RETAIN ONE COPY AND RETURN THE OTHER TWO HIGH STRENGTH BOLTING X AND SLIPCRmGA,L JOINTS USING TURN-OF-NLrr Compressor COPIES TO THE ARCHITECT OR CONTRACTOR. IT 15 THE RESPONSIBILITY OF THE ARCHITECT OR FASTENING OF COMPONENTS SHALL BE WITH "5 SELF DRILLING SCREWS UNLESS NOTED WITHOUT MATCHMARKINGORCALIBRATED CONTRACTOR TO MAKE ANY ADDITIONAL REQUIRED COPIES OF THE MARKED UP SUBMITTAL. OTHERWISE ON THE DRAWINGS. PENETRATION OF ALL SCREWS THROUGH JOINED MATERIALS WRENCH METHODS OF INSTALLATION) SHOULD NOT BE LESS THAN 3 EXPOSED THREADS, INSTALLED AND TIGHTENED IN ACCORDANCE MATERIAL VERIFICATION OFSTRUCIURALx AISC360,SECTION M5.5AND APPLICABLE NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL, SPRINKLER, WITH THE SCREW MANUFACTURER'S RECOMMENDATIONS. THE STUDS SHALL BE SEATED FIRMLY IN STEN. ASTM STANDARDS AND FIRE ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. BOTH THE TOP AND BOTTOM TRACKS. GYPSUM WALL BOARD OR PLYWOOD SHALL BE COMPLEANCE OFSTEEL FRA MEJOINTS TO X Tenant APPLIED TO EACH FACE OF STUD AND FASTENED WITH DRYWALL SCREWS AT A MAXIMUM OF 12" CONSTRUCTION DOCUMENT DETAILS EARTI-(WORK: 0/C UNLESS NOTED OTHERWISE. WELDING:STRUCTURAL STIE. Improvement SEE PROJECT SPECIFICATIONS AND SOILS REPORT. THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON STEEL TRUSSES MATERIAL VERIFICATION OFWELD FILLER X AISC360,SF 110NA3.5,AW5A5DOCUIV S SHALL BE IN ACCORDANCE WITH THE STANDARDS FOR COLD-FORMED STEEL FRAMING - MATERIALS IF THERE IS NO PROJECT SPECIFICATIONS OR SOILS REPORT FOR THE PROJECT THEN COMPLY TRUSSES PROVISIONS, 4151. SINGLE PASS FILLETSs5/16" X WITH THE FOLLOWING: CARPENTRY: r]��(1 �"C�7 PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES, SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. CONCRETE (`T"'77��0 �/W`/ THOROUGHLY BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN EPDXY ORADHESIVE ANCHORPLACEMENT X CONTINUOUS WHERE INDICA ILJONDRAWINGS DURING CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER EXPANSION OR SCREW ANCHOR PLACEMENT X COM'ENUOUSWHERE INDICATED ONDRAWINGS Bonita Rd. AND TO PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE IS TO BE POURED. DO NOT SHALL BE 19% AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF IS% BEFORE ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF INSTALLATION OF GYP. BOARD AND OF BRICK VENEER AND VERIFIED BY THE GENERAL Tigard, �� THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS PRESSURE TREATED UNLESS AN APPROVED BARRIER 15 PROVIDED. GRADES SHALL NOTED ON DEFIMTIONS: FOR THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT THE PLANS. A. CONTINUOUS INSPECTION MFA NS THAT THE SPECIA L INSPECTOR IS ON sat AT A LL J722� FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL SE MANUFACTURED BY SIMPSON TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. SOIL FROM THE BOTTOMS OF EXCAVATION. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN B. PERIODIC INSPECTION(vEANSTHATTHESPECAL INSPECTORISONSITE AT11ME SOIL OR ENGINEERED STRUCTURAL FILL. ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND INTERVALSNECESSARY TOCONFIRM THAT THE WORK REQUIRING SPECALINSPECTION RECOMMENDATIONS UNLESS NOTED OTHERWISE, HANGERS NOT SHOWN SHALL BE SIMPSON HU OF IS INCONFORMANCE WITH APPROVED PE2MTFLANS ANDSPECIFICATIONS. WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX WEATHER, OVER EXCAVATE AND BACKFILL WITH 3/4" MINUS CRUSHED ROCK COMPACTED TO NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED MINIMUM OF 55% OF THE DRY DENSITY AS MEASURED BY AASHTO T150. AT DISTURBED AREAS WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN WITHIN 3'-0" OF BUILDING FOUNDATIONS COMPACT TO MINIMUM 95% OF THE DRY DENSITY AS CONTACT WITH FIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. UNLESS NOTED ' MEASURED BY AASHTO T150. OTHERWISE. DO NOT INSTALL 0.145" x 1 1/2" NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE PLANS 4 DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: STRUCTURAL CAST-IN-PLACE CONCRETE: GENERAL DOTS CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE AS FOLLOWS: NAIL CALLOUT DIAMETER LENGTH ad COMMON 0.131" 2 1/2" FOOTINGS: f'c=3,000 PSI AT 25 DAYS. (MINIMUM CEMENT CONTENT = 410 LBS) 10d COMMON 0.145" 3" I6d COMMON 0.162" 3 1/2" I / ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: 16d SINKER 0.14S" 3 1/4" TMR PROJECT # 160752 f'c = 3000 PSI (0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT FILEt: STANDARD PS 1 OR PS 2, OR APA PRP-I05 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL SE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING DATE: April 21, 2016 HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH APA (, 4 REQUIREMENTS OF ACI 315. RECOMMENDATIONS. ALLOW 1/5" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. REVISIONS: SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT EMBEDDED IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.9.1. CONCRETE REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A6I5, GRADE 60 AND FOR DEFORMED BARS, ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM BELOW TO SOLID BEARING AT FOUNDATION OR CARRYING GIRDER PROVIDE FULL BEARING 4106. REINFORCING STEEL TO BE HOT DIP GALVANIZED SHALL CONFORM TO ASTM 161. WITHIN JOIST SPACE AS REQUIRED. I, 4 WELDED WIRE FABRIC SHALL CONFORM TO ASTM 452 AND 4155. PREMANUFACTURED WOOD JOISTS AND OPEN WEB TRUSSES SHALL SE OF THE SIZE AND TYPE REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY, OR AN ("DETAILS AND DETAILING CONCRETE REINFORCEMENT"). ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. JOISTS, TRUSSES, AND BRIDGING SHALL T ,i/) .4 BE CAPABLE OF RESISTING A 5 PSF MINIMUM NET WIND UPLIFT UNLESS OTHERWISE NOTED ON THE \e NO. 6 AND SMALLER NO. 1 AND LARGER DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE - 11 FOR f' = 3,000 PSI - LAP SPLICE LENGTH = 5S BAR DIAMETERS. 12 BAR DIAMETERS PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFAGTURED ' % c WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICC APPROVED. 1, 4 I / A S Q D • .' • ai . . i Jr:I I 1 I 1 I 1 1 1 A _ , i______ I 1 1 i I1 I 1 O _1 — ( IIei I,�--�I II ( 111 ,I Ih —II II J / —l111 4 1-------IIII U I " � �� a IAl / 5303 ms, I.57[ - Q Q iJ ;[ JOHANSSON ARCHITECTURE, PC a r___, o r o c....., o J' ) 0 00 , 0 0 0 , ri fl 1 [ TY--, ...........a- i co L---0 c=3 L_____ i 1=3 c_ � (i)e -41 t 10 e 4N1 0 x ____. ......... .1..i. __ ..._ c O o " 0 Karlohansson,AA..A. 101 S.© _____\1,_0,,\ • - _ _ 1 I , I I I 1 r---1 I i I L. I U u t, iI r� n 3 r u I PO Box 798 CM a R. Battle Ground, WA 98604 O (----- -I Ph. 360-687-8379 Il I� fl ❑ EI ° C''`----- — co g Fax 360-687-8450 ' 5303 c C 1 i a "---.. "" - --- ... -,,,......-- _ _ _ _....——_ 0. br.„ ra v4 ,__ ,n,..., ,._0 5 _, Jar —'" f�j u {, .b ;; 40 �tNE �A 5 r ( (I 1 — .. ...aw 13,089 t 1 } 11 =1.=.k; rn tn6 ■If - _ -_—s• III o a I I��YE11 2QQN Q �4� I i CI I �+ 14 � Z oryy MEB10%.. I _ EXPIRES: 12-31-16 G _ L . H \----1 51/ 8 _ H E--.4 o / f 0 ° 5205 �+ J - Portand 5303 0 _ Compressor 010 - \ 5303 ELEV. - ELEV. I -- ri Tenant _ N - Improvement N U 6 ——\ O 0 0 O BJ I ., 0 1 1 1 1 1 I_ , 5303 $303 - 7440 SW FRAMING PLAN KEYNOTES: . '"-0Bonita Rd, O . . 1 I. 3505162-43 JAMB STUD, SEE DETAIL 8/5303. N Tigard, OR 2. (2) 2x TRIMMER AND (2) 2x KING STUDS. (ill I 4 N 97224 3. HSS 5x5x1/4 W/ (2) 600T200-9i KINGS STUDS BACK TO BACK, SEE DETAIL 5/5303. r J 1 , r `` 4. (2) &00T200-91 BOXED JAMB STUDS, SEE DETAIL 10/5303. J 10 b 5. PARTIAL HEIGHT WALL WITH HSS 5x5x3,( e 5'-0" 0/C, SEE ARCH. FOR TYPICAL STUD 5303 SIZE. SEE DETAIL 1/5303. e. H55 10x5x14 HEADER. 1. (2) 50051g,2-43 BOXED HEADER, SEE DETAIL 6/S303. - 4 5. 4x10 D.F. *2 HEADER. R 1/ PATIAL LDdR NOTES: - I PLAN VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE S -- PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE0 r7 ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. _ - - - ._ - MATCH LINE 4 TMR PROJECT #: 16052 NORTH FILEt: iii / 1 PARTIAL FLOOR PLAN m 2' 4` ES'' DATE: April 21, 2016 5201 SCALE: 1/8"= 1'-Q" 60.110Mil REVISIONS: 1/ 1 - 1 7,T (--- A \` I -, \ I; \ I' 4 L Q JiiiJ4 -Nemoour _Ali Or L-1 i, a ____, . , 0 ,._ - __.) I/ 4 " - - - - - - MATCH LINE JOHANSSON ARCHITECTURE, PC 2 0 ' -� 5203 `- 0 \ L ELEV. i uo 1 - - 5303 ; III1Fr I 9 - L T T T T � ❑ 1 �� TI IIIIIIIIIIIIIIIIIIM T Karl Johansson, A.I.A. r 101 S. Parkway Avenue Li- 0 PO Box 798 Battle Ground, WA 98604 c, 0 ® G - Pn. 360-687-8379 M g Fax 360-687-8450 - ru, o S�RUCTURgL en ,A© tt PROF ,,... 1) A �G\EOG I NE��sfi4Pipe i v toa w 13,089 11 �i I\ /� 44 44 OREGON ,t,r if, O to // ic4 Q ----�- r - - - - - I - - - - - - -—I- - - - - - - -I - - - - - - - - - - - - - 5203 0 - - - - - - - I - - - - - - - - - - - - - - ---- l 1 1, R - a z O Hy MERR�� p z EXPIRES: 12-31-16 b _ FRAMING MAN 11�1� NOTE S: ,---O �} �t\---1O I. 3505162-43 JAMS STUD, SEE DETAIL S/5303. 0 2. (2) 2x TRIMMER AND (2) 2x KING STUDS. Portand 3. 1-455 5x5x1i4 W/ (2) C�OOT200-97 KINGS STUDS BACK TO BACK, SEE DETAIL 5/5303. - Q - ♦ 4. (2) (6OOT200-51 BOXED JAMB STUDS, SEE DETAIL 10/5303. 10 1 1 H Compressor5. PARTIAL HEIGHT WALL WITH H55 5x5x34 ' 8'-0" 0/C, SEE ARCH. FOR TYPICAL STUD S3�3 SIZE. SEE DETAIL 1/5303. 6. 1-155 10x5x1/4 HEADER. 1. (2) 8005162-43 BOXED HEADER, SEE DETAIL 6/5303. Tenant § 8. 4x10 D.F. °2 HEADER. p NOTES: Improvement 7440 SW - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCI-111DWGS. RESOLVE ANY DISCREPANCIES WITH THE O ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. _ • - Q HBonita Rd. Tigard, OR 0 97224 8 5303 6 - u -_ - - - - - - I - - - - - - --�- - - - - - - -I - - - - - - - I - - - - - - - I________________ ro - - - - - -__,- - - - - - - - __ '6@ 0 :„ 0 1/ 4 - , PARTIAL FLOOR PLA I CI L TEAR PROJECT # 160752 6 1P> FILEt: 5303 DATE: April 21, 2016 L / REVISIONS: 14 ---- - - _ 0 5'-0" / 251-0" / 25'-0" / 25'-0" / 25'-0" 25'-0" / 25'-0" / 25'-0" / 2 1, 4 NORTH 0 2' 4` 8' (_ 1 1 ) PARTIAL FLOOR PLAN . 7, } \ 2O3/ SCALE 118"=1'-0' _,- J,' l` 17 4 lidi ft i ii e . • . MEZZANINE FOUNDATION PLAN KEYNOTES . "-0 17 4 I. 5'-0" SQUARE x 1'-0" DEEP FOOTING WITH (6) *4 x4'-6" REBAR EACH WAY. JOHANSSON ` / I' I 2. HSS 4x4x1/4. ARCHITECTURE, PC T g T I I 1 T I 3. EXISTING 2x4 STUD WALL TO REMAIN. 9 ii / iiri / / ii / liiii iiiii / / / liiiiiiic( iriiii 4. INFILL EXISTING OPENING WITH 2x4 STUDS TO MATCH EXISTING STUD SPACING. © -1 g 6 6 0 i td — 5. VERIFY OR PROVIDE 2x STUD WALL WITH 1%2" APA RATED PLYWOOD SHEATHING 530! 4 WITH 5c1 NAILS 0 6" 0/C AND 1-0" FIELD, BLOCKED. TYP. _ E. BEARING: 2x4 D.F. *2 STUDS o 1'-4" 0/C MAX. SPACING PROVIDE BLOCKING AT 0 _ MID-HEIGHT OF WALL IF SHEATHING CANNOT BE INSTALLED ON BOTH SIDES. SEE \ • DETAIL 3/5301 FOR SILL PLATE ANCHORAGE. 0 1. SHEAR/BEARING WALL: 2x4 DF. *2 STUDS SPACED e 1'-4" 0/C WITH 1%2" APA RATED Karl Johansson, A.I.A. N `�— PLYWOOD OR OSB SHEATHING WITH Sd NAILS 0 6" 0/C EDGES AND 1'-4" 0/C 101 S. Parkway Avenue FIELD, BLOCKED. PO Box 798 \ Battle Ground, WA 98604 S. SIMPSON '1-IDU4-5D52.5' WITH 5/8"* x31/2 EMBED. THREADED ANCHOR ROD WITH 0 \ SIMSON 'AT-XP' EPDXY. o Ph. 360-687-8379 �. _ . _ .� � _ _ _ � � _ _ _ .., r- -- - -- � _ Fax 360-687-8450 I I TYP. I I I I I I �' 9. NON-BEARING WALL PER ARCHITECT. 2x STUDS a 2 -0 0/C MAX. CII c a a► �► •,z7 I I I l0. EXISTING METAL BUILDING. . M UCTU 4 \ I 2 go^� %ITALIC-NM/it I I 5301 I I I I I I 0 1' a II. (2) 2x TRIMMER + (2) 2x KING MATCH SIZE OF EXISTING WALL. araC'-- ,`��,�D�ROf��, M �` 12. 6005162-54 JAMB STUD TO RUN TO UNDERSIDE OF EXISTING WALL GIRT. o 0 x �� GIN �,n- j�y9r 13,089 eh \ mu, 0 401 4111NOTES: N TYP. AT co HOLDOWN — - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT w z G`'V OREGO�oo IC O WITH ARE THE ARCHIRTEGT PRIOR TOOVED RBIDDING OR CONSTRUCTION.LUGS. RESOLVE NY DiSCREPANGIESlen+4 4.4 z �1pJyyM1��,�`��QQ 530 -i 3 4 3 12 �--+ w E -I �. z EXPIRES: 12-31-16 10 --_9 \ , / // iii// / // / / / / / / / / /Y / / / / / / / i 1 I 1 I i a I l 1 \ i4 S 8 U Portand Compressor NORTH Adm PA \i MEZZAINE FOUNDATION PLAN 2' . 52SCALE: 1/4"= 1-0 Tenant Improvement 7440 SW 0 Bonita Rd. ELEV. Tigard, OR 3 5303 STAIR FOUNDATION PLAN KE'Y'NOTES (IPI ET IE1 �# 0 97224 �I . I. STAIR STRINGER PER 4/5302. / 1 2. 4x4 D.F. *2 POST, CONTINUE POST TO TOP OF GUARDRAIL. 3 �ELEV. 5303 a 5303 3. (2) 2x TRIMMER + (1) 2x KING JAMB STUDS. 4. (2) 2x (SIZE TO MATCH WALL). CO1 7 0 l/ / C4.) 5. STUD WALL WITH 2x4 D.F. *2 STUDS a I'-4" 0/C AND 15/32" APA RATED PLYWOOD OR O 101 ! PROVIDE BLOCKINGIATUNSUPPORTED EDGES.ALONG EDGES AND 1'-0" 0/C FIELD. MEZZANINE AND STAIR FOUNDATIO\I NOTES: PLANS - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT I/ ( SHOWN ARE PER APPROVED ARCHIL DUGS. RESOLVE ANY DISCREPANCIES TPM PROJECT 0: 16052 WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. FILEt: DATE: April 21, 2016 NORTH I; / ii 2 STAIR FOUNDATION PLAN 0 1 2' 4' REVISIONS: 5203 SCALE: 1/4"= 1'-0" 17 ,\ — / ' \/ ; 1 4 A jAr O NEW MEZZANINE NEW EXISTING © MEZZANINE © O MEZZANINE FRAMING PLAN KEYNOTES . -0 < .1' > I/ O i 1 I. EXISTING PLYWOOD TO REMAIN. JOHANSSON 8 2. 34" T4G PLYWOOD OR OSB FLOOR SHEATHING, ORIENTED AS SHOWN WITH SHEET ARCHITECTURE, PC -1- 91 � o S30t ENDS SUPPORTED ON JOISTS. ATTACH TO FRAMING WITH Sd NAILS e 6" 0/C EDGES I 1 / _ � I l , -I- AND I'-0" 0/C FIELD. Y i I L� " i . T , 3. EXISTING 2x10 FLOOR JOISTS TO REMAIN. 9 L~ e `y L �1—z 2 r 4. SISTER NEW 2x10 D.F. *2 JOISTS TO EXISTING. 0 11 I i}- I I I I I 11 I I 1 1 - 5. SISTER NEW 2x10 D.F. *2 TO EXISTING JOIST, SEE DETAIL 6/5301. -I- I - 6. EXISTING HEADER, VERIFY (2) 2x6 MINIMUM. r I ® D I 1. 4x6 DF. "2 HEADER Karl Johansson, A.I.A. I s3oi I 8. PROVIDE BEARING STIFFENERS AT EACH JOIST, SEE DETAIL 3/5301. 101 S. Parkway Avenue � I 9. W 10x60 BEAM. PO Box 798 Battle Ground, WA 98604 5 M.1 4 10. 4x8 DF. "2 HEADER. o I Ph. 360-687-8379 5301 4 r 4 12 Ir II. APA SPAN RATED PLYWOOD TO MATCH EXISTING THICKNESS ATTACH WITH Sd ��o Fax 360-687-8460 O 5301 n 1 5301 0 5301 I NAILS g 6" 0/C ALONG EDGES AND I'-0" 0/C FIELD. q J P 4 �a-I( i I a��q — - - - - "-��-�' —u IL > oma. pUCTUgA ❑- - - - - - - - - o - - - - - — — - -o�- - —�__ _ NOTES: bon<I' .<11a PR0Fist /� L II - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DUGS. DIMENSIONS NOT v�.o d� OUSE Gt.NE. �9y 0 _------- 5301 SHOWN ARE PER APPROVED ARCH'L DU S. RESOLVE ANY DISCREPANCIES 12 t o ii ev 4N ? 9l TY-. WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. m F w w 13,089 ® 0 0 ;4(n r' 0 © /T W 5 zr t, s°° ``cIam I r`-1 I a W �r�l MERRII�� I 1 I- EXPIRES: 12-31-16 10 ��T� � t I III I I V14 10 0 6 e T E-+ 8 5301 5301 5301 - SIM. Portand NORTH Compressor C 1 MEZZAINE FRAMING PLAN mW�'4, s2�� SCALE: 1/4"=1'-0" Tenant Improvement 7440 SW © Bonita Rd. ELEV. Tigard, OR © a Oz e STAIR FRAMING PLAN KEYNOTES ,----0 97224 5302 {{--��L_ __1--® 0 I` I. 34" T4G APA SPAN RATED PLYWOOD WITH Sd NAILS e 6" 0/C EDGES AND I'-0" I "ELEV. .F0/C FIELD. 04111111111111.11a0 0 2. 4x8 D . "2 HEADER. liber t 5302 3. 4x8 DF. "2 DROPPED BEAM. 4. 4x12 DF. *2 LANDING BEAM. I, 4 © __ 5. STAIR STRINGERS PER DETAIL 4/5302. MEZZANINE AND 3 STAIR FRAMING 6. STAIRS PER ARCHITECT. PLANS 1. 2x8 D.F. *2 JOISTS e l'-4" 0/C. I, 4 NORTH NOTES: TMR PROJECT 0: 16052 VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT FILE*: 61, 2 S2O,9 STAIR FRAMING PLAN SCALE: 1/4"= 1'-0" 0 I SHOWN ARE PER APPROVED ARGH'L DU1GS. RESOLVE ANY DISCREPANCIES DATE: April 21, 2016 WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. 4 REVISIONS: I j li '1 1 I, 1 9'-3" MAX. RADIUSED ANGLE TOP/BOT. 4'-0" MAX. CANT. - BRAG'G STRAP / W/ "8 SCREWS INTO EACH / PER PLAN 5205 © SOFFIT FRAMING PLAN KEYNOTES Y--CD FLANGE 3625131-33 W/ C4) "S A SCREWS TO (E) JOIST 1-455 BM I HSS BM I Jf > --------- ` — 6.. I. EXISTING SOFFIT ABOVE. 1 PER PLAN PER PLAN I PM PER O _ 3 © 2. EXISTING HSS COLUMN. ARCH. /� © 5405 • ` r4�,/ � _`_ 3. FULL HEIGHT STUD WALL PER ARCHITECTURAL DRAWINGS (33 MIL. MINIMUM). , �— j 4. HSS 5x5x'4 COLUMN NOTE: AT SIM. COLUMN DOES NOT RUN FULL HEIGHT. • (3) *10 SCREWS II Q ` �� 0 — 5. HSS Sx4x�i4 SEAM. JOISTS PER PLANINTO HSS SEE OPPOSITE �JOHAIVSSON ® _ (3) *10 SCREWS EQ. 1 \ ` *---•-•-....... © =-�1� 6. HSS 10x5x546 BEAM. INTO HSS SCREWS EACH FLANGE 600TI25-33 W/ *8 END FOR FRAMING ARCHITECTURE, PC 1. 6005131-54 e 1'-4" 0/C MAXIMUM. GYP. PER ARCH. ® r 0 8. (2) 6005131-54 BACK TO BACK. ATTACH TOGETHER WITH (2) "S SCREWS e 1'-0" \ - ----- 1 5205 _ O/C. 9. PROVIDE (1) 16 GA. TRIMMER TO MATCH SIZE OF WALL AND (I) KING TO MATCH GA. 2 SOFFIT SECTION EQ. AND SIZE OF TYPICAL WALL STUD. 205 16052-16 SCALE: I" = I'-0" 0 10. PROVIDE 16 GA. MINIMUM KING STUD. SIZE TO MATCH WALL STUDS ON EACH SIDE 4 IM. 0 2 1 OF COLUMN. ATTACH TO HSS WITH (2) a'8 SCREWS s 1'-0" 0/C. BRAGSTRAP \ - - - - - - - 5405 SIM. II. 6005162-33 BOXED HEADER PER PLAN Karl Johansson, A.I.A. ® \ ANGLE PER 2/5205 101 S. Parkway Avenue 10 (� 5205 12. EXISTING HSS COLUMN TO BE CUT AND SUPPORTED BY NEW HSS BEAM PER PLAN. PO Box 79B SIM. SEE 8/S205. HSS BM Battle Ground, VJA 9!1604 13. 16 GA. STRAP, STRAP ACROSS TOP OF SOFFIT JOIST, ATTACH WITH "8 SCREWS TO VERT. MEMBER PER PLAN S PER 2/5205I Ph. 360 667 @379 -J EACH JOIST FLANGE, PROVIDE BLOCKING AT EACH END OF STRAP AND e 8'-0" -- �� Fax 360-687-0450 0/C MAX. WITH (4) "8 SCREWS INTO BLOCKING. x x irr y N Cb c 14 5205 NOTES: _ v o v 7 tPUCTUgq� m° OD PROteas VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT °' "moo^, JOISTS PER PLAN (3) "10 SCREWS M -g �S O NORTH SHOWN ARE PER APPROVED ARCH'L DU1GS. RESOLVE ANY DISCREPANCIES �GINEE y INTO HSS o a N. cs, k y WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. (4) "8 SCREWS INTO u, m o K ! t--.Cl m 13,089 t 1 1 SOFFIT FRAMING PLAN 0 I 2' 4' EACH WALL STUD W EACH L I "E n ya w SCREWS EACH FLANGE � S� SCALE: 1/4"= t'-0" LL HEIGHT WALL 9 UDS PER ARCH w J �C oREcoN ° Sr (MIN. 33 GA) a �O r ii, t° W i . 2° '� a w oh, MERR1l��' 3 SOFFIT SECTION EXPIRES: 12-31-16 20S 16052-17 SCALE: 1" = 1'-0" r " zL , Eq O U EXISTING METAL Portand ROOF DECK SIR — — Mt A Compressor EXISTING Z-GIRTSliwanammommn �7' _ u - (2) "8 SCREWS Tenant SIMPSON '5GW325' P e I'-0" 0/C EACH SIDE OF HSS 16 GA. TRACK MIN., ATTACHED BEAM PER PLAN PROVIDE "12 SCREWS , ETO ENDZ-GITT AW/ K "8 SCREWS [.• Improvement INTO TRACK AND "14 EXTEND TRACK ACROSS (3)GIRTS MIN._ 9,-0" $ SCREWS INTO HSS (3) SIDES ANGLE PER X/S BEAM PER PLAN 600TI50-54 W/ (3) 010 4 „ 1„ 346 , STUDS PER PLAN SCREWS INTO EACH STUD AT SIM: a CAP e 2 Iz - AND "S SCREWS EACH PROVIDE HORIZ. BLK'G sffarai (4 0 S �/A/VERT. MEMBERFLANGE FOR LENGTH OF WALL 1 HSS BM PER PLANPER XIS !!� 12it ® I PLAN VIEW AT SIM. Bonita Rd I II x3�i2x0'-9" W/ l2) ('� 1 Mainerat 1111M 1 1 I :etc: A325 THRU BOLTS Tigard, OR JOISTS PER PLAN 1 1 II„ �I IIi* IL IM: f2iax3�i4x0'-II'JOISTS PER PLAN �I GYP PER ARCH. I TYP. WALL STUD 4" GAP f£ ON EACH PER PLANAT SIM: feiax6xO'-II' 9722L GYP. PER ARCH SIDE OF THRU fEHSS COL SIMx0'-9" I PER ARCH. "10 SCREWS KING STUD TRIMMER PER PLAN HSS COL PER PLAN _I PER PLAN (3) SIDES STUD WALL PER ARCH. (33 MIL MINIMUM) I ATTACH TRIMMER AND KING (2) .13 SCREWS 1'N0" 0/C 346 ; A PLAN VIEW HSS BM PER PLAN 1 4 SOFFIT SECTION 5 SOFFIT SECTION SOFFIT SECTION 1 SOFFIT SEAM CONNECTION ANDSOFFIT FRl�MINS AND DETAILS 205 16052-18 SCALE: I" = I'-0" S205 16052-19 SCALE: I" = I'-0" 5205 16052-20 SCALE: I" = I'-0" 205 16052-21 SCALE: I" = 1'-0" A TMR PROJECT 8: 16052 FILES: (E) 1456 COL. AT DATE: April 21, 2016 L 4x4x1/4x0'-5" W/ TOP FACE OF HS5 A 343". HOLLO-BOLT BM (LHDMIO"1) INTO ek OF REVISIONS: EACH ANGLE LEG ins , HSS BM PER PLAN 1, a COLUMN CONN. DETAIL S205 205 16052-22 SCALE: I" = 1'-0" 17 I/ 12" TYP. Ii" TYP. HSS 4x4: FLOOR SHEATHING, 0 B 3/4x9x0'-9" PER PLAN O © W/ (4) ANCHORS EXISTING WALL 0 A BASE fE AT EXPOSED COLUMN 11/2" TIMBERSTRAND JA! BLOCKING. lin=1171111111=1111 BASE f2 (SEE SECTION 'A'). i ANCHOR MUST SE 3" FROM ALL ANCHORS TO BE 3/4".xS" I PROVIDE FT'G BLOCKOUT AND EMBED CAST IN ANCHOR SHEARWALL 1ANY SLAB JOINT. NOTIFY E.O.R. DOUBLE TOP PLATE,iIF NOT POSSIBLE FOR FLOOR JOISTS HSS COLUMN PER PLAN SPLICE W/ (2) ROWS OF ,, RECESS BASE fE DISTANCE BOLTS OR THREADED ROD IA ALTERNATE DETAILING. PER PLAN JOHANSSON NECESSARY TO HIDE BOLTS. PER PLAN W/ HILT! 'HY-200' ADHESIVE HOEDOWN WHERE ! (14) 10d COMMON FILL W/ NON-SHRINK GROUT APPLICABLE PER I 2" MIN. (0.148"m x3") NAILS 548x3" WEB STIFFENER 2x NAILER ARCHITECTURE, PC II � EACH SIDE OF WEB 4 I"s NON-SHRINK GROUT PLAN ATTACH WI (3) Sd NAILS MIN SIMPSON 'ITS' STRAPS WHERE (N) FTG. AND WALL FRAMING W/ HANGERS, TYP. _� REQ'D PER PLAN REINF. PER PLAN DRY DOWEL ALL TOP BARS EXIST. CONC. SILL PLATE SHT'G, PER PLAN A 11 I INTO (E) SLAB, 4" EMBED, SLAB PER 3/6301 SIMPSON 'A34' CLIP __ __ (E) SLAB 1 9 8" 0/C WI 10d Ill ,:�__�: A. I SNUG FIT 2x D.F. "2 SILL fE WI GRACE xIt'2" NAILS, NAIL /E� �i � k� �� ritrara 'VYCOR' VAPOR BARRIERALL HOLESIt LI I Mr• EQ �` - B/T CONCRETE AND SILL IE. IM ,ATTACH TO SLAB W/ 58"0 x33i4" HEADER PER PLAN ° f a • SCREW ANpCHORS W/ ° i1/4x3x0'-S BOARD PER ARCH. NEW JOISTS GYP. PER PLAN 3 CLR fE WASHER e 4 -0' 0/C NOTE: FTG DEPTH A A IIIII1 EXIST. CONC. SLAB STEEL BEAM AT SIM. JOISTS ARE Karl Johansson, MA. (2) 2x SOLID SAWN, 101 3. ParkwayAvenue PER PLAN e►St PER PLAN rat PROVIDE SIMPSON .251 WI PO Box 798 PER PLAN ��•/ 10d xl1/IL /"NAILS Battle Ground, WA 98604 0 0 1 COLUMN / FOOTING SECTION 2 SECTION AT HOEDOWN 3 WALL SECTION 4 FLOOR FRAMING SECTION Ph. 360-687-8379 A- Fax 360-687-8450 H of 5301 16052-01 SCALE: I" = I'-0" 5301 16052-02 SCALE: I" = 1'-0" 5301 16052-03 SCALE: I" = I'-0" 5301 16052-04 SCALE: 34" = I'-0" $`4mM cd, EI SSAUCTUMAL ,�� EXISTING GYP. wii o,co .EEQ,EDPROFESf2 �� VERIFY OR PROVIDE o m ov �� 1GINF�h, �y9! PROVIDE Ed xli 2" ro4 n 13,089 NAILS e 6" 0/C FOR EDGE NAILING PER PLAN rE,ara, LENGTH OF BLK'G EXISITNG VERIFY OR PROVIDE c m SIMPSON 'H8' 6 �+ x LTeC6N 4'-0" 0/C B/T STEEL SIDING OR SIM. Ic SIMPSON SIMPSON B/T SIMPSON 'LUS210' NOTIFYOE.O.R. OTHERWISE W z fl ��✓GAP i 1, 2°�� `'� PLYWOOD AND JOISTS EXISTING HANGER VERIFY 2.41. ] Or Q�Q PLYWOOD AND BLK'G PLYWOOD SHT'G EXISTING SIMPSON 'LUS2S' MIN. OR SIM. z h'y CENTERED OVER JOIST :--+ :('I PER PLAN PLYWOOD NOTIFY E.O.R. OTHERWISEEXISTING PLYWOOD MERR�� jSHT'G (3) 10d NAILSSHT'GI■�.��.��..�..��..��..�� FF a'' EXPIRES: 12-31-16 NAILING PER PLAN J �— —G'.•r�— -►� ° a6 x x I EXISTING JOIST `�II�I I� I I Fs �� W/ NEW MEMBEREXISTING (2) 2x12x (6) 10d NAIL II�SISTERED TO SIDE BEAM PER PLAN T�IIS x x EQUALLY ►�� ui� A®r��d �� ►� SPACED EXISTING ,I�I � I EXISTING II BLK'G rl II,. 3" NEW JOIST SISTERED it FLOOR JOIST, STUD WALLp PER PLAN 3" EXISTING JOIST 3" (3) 10d NAILS TO EXISTING, SEE 2x BLK'G 2x10 LEDGER W/ (3) 2x BLK'G 1 ATTACHED TO I ® 1'-0" O/G 1/5301 FOR ATTACHMENT Compressor NEW JOIST NEW JOIST a iia". ' SIMPSONINTO EXISTING (6) 10d NAILS MID-HEIGHT BLK'G SDS' SCREWS INTO EQUALLY SPACED NOTE: STUD WALL CENTERLINE OF EACH 2x10 DF. "2 LEDGER WI (3) AT SIM. NO TO REMAIN Tenant WALL STUD iN 'SDS' VERIFY EXISTING LEDGER NEW JOIST g WALL FRAM'G W/ WOOD SCREWS INTO EACH AND PROVIDE (3) i/4"x3i�/" SISTERED SHT'G, PER PLAN � HEADER PER PLAN WALL SIMPSON 'SDS' WOOD SCREW TO EXISTING. I/ I AT EACH WALL STUD ¶11 Improvement 5 FLOOR SECTION 6 WALL SECTION -I WALL SECTION S WALL SECTION 5301 16052-05 SCALE: I" = 1'-0" 5301 16052-06 SCALE: I" = 1'-0" 5301 16052-07 SCALE: I" = I'-0" 5301 16052-08 SCALE: I" = I'-0" 7440 SSU Bonita Rd. Tigard, OR 97224 12," TYP. _lir 8d NAILS e 6" O/G1►t' (2) 2x4 CONT. TOP fE PLYWOOD JOINT SIMPSON 'A34' e 4'-0" 0/C = I A SECTION 2x D.F. •2 NAILER MEZZANINE NEW PLYWOOD SHT'G At /-- EXISTING PLYWOOD f (RIPPED TO FIT BEAM WIDTHSHT'G TO REMAIN SIMPSON 'HS' e SIMPSON 'ITS' HANGER W/ 3/4rHRD. FOUNDATION AND 4'-0" 0/C B/T PLYWOOD SHT'G / / / / / / / / / / /( PLYWOOD AND PLYWOOD SHT'G A �' O/CWELp3jSTMAXUDS � 2 0 PER PLAN STRUCTURAL DETAILS J PER PLAN SEE 1/5301 JOIST COUNTERSINK1 4 r NAILING JOIST PER PLAN FOR NAILING 2x BLK'G PER PLAN all B/T JOISTS TEAR PROJECT 1: 16052 , FILES: x I x x DATE: April 21, 2016 SHEARWALL ii x x i x xIf 4 NEW MMEZZANINE I NAILINGMI x x l ! x x REVISIONS: JOIST PER PLAN EXISTING PER PLAN ' _: 2x10 JOIST ;y Ir I li/xll18 I STEEL BEAMNEW JOIST TIMBERSTRAND LEDGER PER PLAN SISTEREDIII/ u.,, (3) 1/4".. 31/2" SIMPSON 'SDS' iia , I fQ i/x10xO'-10" W/ TO EXISTING WOOD SCREWS (2) 54". A325 THRU PER PLAN 2x BLK'G I 2x STUD WALL PER PLAN BOLTS EACH BEAM % NEW JOIST SISTERED HSS STEEL I BEARING WALL COLUMN PER PLAN EXISTING WI (3) 10c1 PER PLAN NAILS e I'-0" 0/C 9 MEZZANINE SECTION 10 WALL SECTION 11 SEAM / COLUMN CONNECTION 12 SECTION 5301 16052-09 SCALE: 3" = 1'-0" 5301 16052-10 SCALE: I" = I'-0" 5301 16052-11 SCALE: I" = I'-0" 5301 16052-34 SCALE: I" = 1'-0" S301 I 4 (2) 2x4 CONT. TOP lE PROVIDE (2) 106 NAILS INTO EACH STUD EXISTING BUILDING 1-11 0 JAf COLUMN BEYOND -- I I s302I 1 METAL STUD WALL 2x STUDS e l'-4" 0/C a I j }`' (2) SIMPSON 3„ (2) 2x4 CONT. TOP lE SIMPSON 'A34' CLIPS '�I•tI'I�I PROVIDE (6) 10d DTT2Z' W/ a/a"mtir 16 GA. x3"r x0'-3�/2" 5302 PROVIDE (2) 10d END 01111111 �I,� NAILS INTO HEADER THRU BOLT TREADS W/ (3) "10 SELF DRILLING _ NAILS INTO EACH STUD I ! SELF ADHESIVE 4x4 GUARD RAIL EACH SIDE PER ARCH. SCREWS INTO STEEL =1 INFILL W/ 2x STUDS I \ i////////i MOISTURE BARRIER POST 4'-0" 0/C ! COLUMN AND (4) Sd NAILS iltdill 4 a 1'-4" 0/C MAX. / 1 STAIR STRINGER BETWEEN CONC. 4 MAX. EACH SIDE 2 INTO TOP fE � SIMPSON 'A34' CLIP t i PER 4/5302 UNTREATED WOOD =�� zs� , JOHARISSON — TIE PER 6/5302 6 / I 1111144111 x ��w ! 2x6 P.T. PLATE W/ T. ® .4RCHITECTURE, PC EXISTING STEEL COLUMN �'�l RIM JOIST 53m2 iiTyll ` ` �� X x i (I) /2" ' x33/4" EMBED. Tilt �I. -M I �� \ �x ,1 SCREW 'TITEN-HD' gl'' Ora 4M ILIt ILIIe�,_—� JOIST BEYOND � X /Dili/i////// SCREW ANCHOR 8" 1.':� t.,�=,I FROM EACH END ■li►t._� aT AM ADROPPED BEAM000 O�I LANDING BEAM BEYOND \�� x x i �� ►' PER PLAN 5302 -. �i 3 2" SIMPSON 'A34' PROVIDE SIMPSON HEADER PER PLAN SIMPSON HUC48 �� !7>I� 14x14 LVL BLK'G AT EACH SIDE OF EPC' POST CAP I I 4x SQUASH BLOCK �7. . �, =�1 GUARDRAIL POSTS%' BLK'G HEADER PER PLAN JAMBPERPLAN �� ,S POST PER PLAN RUN POST PER PLAN rII FULL HEIGHT TO TOP I SIMPSON '434' CLIPS SIMPSON 'ABA44Z' W/ i AT MIDDLE: - OF GUARDRAIL Illal EXISTING CONC. / "m x3/ " SIMPSON AT EDGES: PROVIDE (I) NOTCHED 13/x14" LVL 4 SIMPSON 'ABA44Z' W/ SLAB PER PLAN 3q " 2.0E WITH (2) I q xl 4 LVL 2.0E STRONG Karl Johansson A.I.A. 'TITEN-Hp' SCREW PROVIDE (I) NOTCHED 1 �x14 LVL 2.0E 3i �� i/ �� SIMPSON PROVIDE EACH i2" ' x31/4" SIMPSON ; a ' ANCHOR INTO CONC. POST PER P.T. SILL lE W/ (2) i2 0 WITH CI) 1 4 xl/4 LVL 2.0E STRONG BACK GLUE AND NAIL WITH 166 101 S. ParkwayAvenue SLAB PLAN END OF HEADER TITEN-HD' SCREW ANGH. x33/4" EMBED 'TITEN-HD' BACK GLUE AND NAIL WITH 16d SINKERS AT 6" 0/C, STAGGERED. INTO CONC. SLAB SCREW ANCHOR 5" FROM SINKERS AT 6" 0/C, STAGGERED. PO Box 798 Battle Ground, EDGE PROVIDE lE WASHER WA 98604 0 o 1 STAIR ELEVATION 2 STAIR ELEVATION 3 STAIR FOUNDATION SECTION COIR FRAMING SECTION „ Ph. 360-687-8379 5302 16052-12 SCALE: kt" = 1'-0" 5302 16052-00 SCALE: 1/4" = 1'-0" 5302 16052-13 „ " Fax Fax 360-687-8450 SCALE: I” = I 0 02 16052-14 SCALE: I" I'-0 N o pa34M d "'r, ViUC URAL d o d' BEAM PER PLAN M im k �� Ec70489* EDPROf�ff� ' � d� V� �GINF,�, �y 12 "4.2k r FLOOR SHEATHING is f w is,oea WITH EDGE NAILING m PER PLAN 1(4 a z G`r"su�o 11 ztlb � NOTE: SIMPSON 'DTTIZ' W/ a w PG �rHy MEMO rs IN lir TREAD 4 RI5ER 3/a"� x4" LAG SCREW �' EXPIRES: 12-31-16 • DIMENSION INTO OF 4x POST DOUBLE 2x TOP lE AND 'SDS' SCREWS STUDS PER ELEVATION F REQUIREMENTS PER a A Ii ARCH. DWGS. A INTO BLK'G 1 SHT'G PER PLAN r o� 8d TOENAIL 1 SHT'G PER PLAN F 2x10 9 1'-4" 0/C I --- -- 1 I la 2x LEDGER < Jzr, ii SIMPSON 'LUS210' VI 6 8 0/C STUDS PER HANGER �� A POST PER ELEVATION ad (TN) 9 I T Portand H II 1 4x POST h1• ELEVATION 11 kl 8" 0/C , LANDING JOISTS 1 or ..e, DROPPED BEAM ! r �� LANDING JOIST PER PLAN ad NAILS e 2x BLK'G Sd NAILS m if PER PLAN Compressor BEYOND 1�1 6" 0/C INTO A Sd NAIL ►�� 2x8 RIM JOIST STAIR STRINGER ' STAGGERED 6" 0/C, TYP. PER 4/S302 STUDS PER LEDGER PER ELEVATION 1/S302 2x8 LEDGER W /4/ (3) m . HEADER PER PLAN NON-BEARING 2x 2x BLK'G x3/2" 'SDS' SCREWS INTO Tenant STUD WALL PER ARCH. OF STUDS POST BEYOND I A . -L,^�- Improvement 5 INTERMEDIATE LANDING SECTION e DETAIL 1 SECTION S SECTION 5302 16052-15 SCALE: I" = 1'-0" 5302 16052-35 SCALE: I" = 1'-0" 5302 16052-36 SCALE: I" = I'-0" 5302 16052-37 SCALE: I" = 1'-0" 74.40 SW Bonita Rd. SIMPSON 'DTTIZ' W/ 3/a"P EXISTING FLANGE A325N THRU BOLT INTO Tigard, OR OF STEEL COLUMN FLANGE OF COLUMN 97224 2x SILL lE 7 :. _" WOOD SHIM L--- [lin STAIR ELEVATIONS AND RIM JOIST DETAILS r /A 4 e DETAIL TPM PROJECT 8: 16052 5302 16052-38 SCALE: 11/2" = 1'-0" FILE DATE: April 21, 2016 A REVISIONS: I, 4 , �°' s I> • 5303 CE) ROOF LINE \ -- JA f a CE) CHANNEL JI 4 IP / 5303 / 1 �'/ (E) 8" Z-GIRT CUT / REBUILD WALL ABOVE l 1 NEW OPENING AT VERTICAL STUD J 11/H I 5303 OR VERIFYEADER PER JOHANSSON PER ARCH. EXISTING WALL HAS ARCHITECTURE, PC 3/4" MIN. DEFLECTION HEAD 600S162-54 J (E) STL. CHANNEL C (E) BLDG COL. C I d > > HDR PER PLAN J EQ.1 I NEW TRACK ATTACH TO / STEEL CHANNEL _ 5303 WI (2)1012 SCREWS e 11-0" 0/C CE) BLDG COL. - / 5303 (E) 8" Z-GIRT SIMPSON 'SCW5.5' W/ / G "14 SHOULDER SCREWS INTO STUD AND *12 SCREWS NEW STUD COLUMN .,- INTO TRACK PER ELEVATION NEW OPENING JAMB STUDS 600SI62-54 PER ARCH. PER PLAN -- JAMB STUDS PER PLAN Karl Johansson, A.I.A. 101 S. Parkway Avenue NEW OPENING PO Box 798 (E) CONC. SLAB CE) CONC. SLAB PER ARCH 3 SECTION o Battle Ground, WA 98604 ON GRADE ON GRADE 5303 16052-24 SCALE: 1" = I'-0" a c Ph. 360-687-8379 Fax 360-687-8450 .0,- l r- 1 1 1 WALL ELEVATION 2 TYP. INTERIOR OPENING ELEVATION d °o jRUCTURq� d me, EE�EDPROffs f 9'-0" MAX. w 4$^ 5303 16052-23 SCALE: 14" = I'-0" 5303 16052-33 SCALE: 1�4" I'-0" 600TI50-43 TOP TRACK W/ it� VAS GTN 7� STUD PER ELEVATION I" l4) "S SCREWS INTO CAP fE m mg ��ia,oea4 ! 1/4" CAP re (�� "8 SCREWTE: AT SE IN EACHPROVIDE nFifa.w TRACK MEMBER ul I NEW STUD COL. i allt—ilig i�04 WOREGON o APER ELEVATION cl, z >>. z°�\�� i HSS COL. PER PLAN a" w lyY MERRIEE� CE) Z-GIRT (EJ Z-GIRT fE PER DETAIL X/S SECTION EXPIRES: 12-31-16 A A SECTION WALL STUDS ABOVE ' �� 1 PER ELEVATION r z 0 CE) Z-GIRT TO BE NEW STUD COLUMN I„ 11, C E-+ C CUT FOR NEW OPENING PER PLAN12 s' I2 *8 SCREWS INTO FLANGES lie, , PU ©rtand MLA OF EACH WALL STUD 1Y, tX 0 0 --\--i-- 14 re 3jexex0'_II" W/ k2"4' x3�iz" allOIMM BOXED HEADER I„ EMBED. SIMPSON 'TITEN-HD' SW are PER PLAN o o i Al SCREW ANCHORS Compressor A "8 SCREWS e I'-0" 0/G 't 14 A (E) CONC. SLAB L 3x3x1/4x0'-5" WI CE) Z-GIRT TO BE "S SCREWS a I'-0" 0/C EACH SIDE HSS COL. (2) 3t"� 'A325' THRU NEW STUD COLUMN CUT FOR NEW OPENING TOP AND BOTTOM BOLTS PER PLAN, FIT SNUG 600TI50-43 TOP SECTION/%� . NEW STUD COLUMN BELOW Z-GIRT fE TOP AND SOT. OF AND BOTTOM ra/44 Tenant PER ELEVATION Z-GIRT, SEE DETAIL X/5 FOR DIMENSIONS 4 CONN. DETAIL 5 CONN. DETAIL & BOXED HEADER 1 WALL SECTION Improvement 5303 16052-25 I" 5303 16052-26 - SCALE: 1'-0' SCALE: I - P-0" 5303 16052-27 SCALE: I" = I'-0" 5303 16052-28 SCALE: 1" I'-0" 7440 SW II Bonita Rd. .11 EJ PARAPET EXISTING 3,, Tigard, OR 2x BLK'G II4 MIN. 4„ 97224 _ 4 'TT Il MIN. �r (E) STL BM (E) STL BM SIMPSON 'SCW3.25' L (E) Z-GIRT WALL ABOVE NOT SHOWN SIMPSON 'SGW325' W/ "14 EACH SIDE OF 1 FOR CLARITY, SEE SCREWS INTO JAMB AND BOXED JAMB ELEVATIONS X/S (2) "12 SELF-DRILLING 16 GA. G-SHAPE W/ -. CE) STL MOMENT SCREWS IN W-SHS APE SM (4) " SCREWS EACH FRAME �-_� 6001I25-33 BOT. TRACK FLANGE AND (S) "S (E) 2x12 ROOF ATTACHED TO TOP OF BM SCREWS INTO JAMS 3 reL W/ (2) "8 SCREWS a l'-4" O/C STUD q JOISTS MIN. *-I Ir— DIETRICH 'MAXTRAK SLT' ELEVATIONS AND t ATTACH JAMB STUDS TODEFLECTION TRACK ATTACHED DETAILS $M CAP fE W/ (6) "S SCREWS FLANGE W/ (2) 'X-S' I PROVIDE (4) "S SCREWS FASTENERS 9 I -4" O/G a 1 ... 4" GAP fE EACH FLANGE EQUALLY ROOF DECK NEW HDRSPACED FOR DEPTH OF T I. MIN. PER PLANTiGEIL'Cs CAP 1£ ® HEADER 6005125-30 9 I'-4" O/C TMR PROJECT 4: al 1b052 - TO BM FOR WIDTH OF OPENING FILE*: (E) CANOPY BM SIMPSON '551.1.12.51 WI "14 (E) STL BM HSS BM PER PLAN BOXED HEADER — — DATE: Aprll 21, 2016 SCREWS INTO JAMB AND !Ili PER PLANA (2) "12 SELF-DRILLING JAMB STUD BOXED JAMB STUDS JAMB STUDS PER PLAN PER PLAN SCREWS IN W-SHAPE BM " REVISIONS: "S SCREWS BENT fE SECTION 6 I ATTACH JAMB TO HSS WI O 3( �' 1'-0" O.C, B "5 SCREWS e I'-0" O/C TYP. 2x JAMB STUDS HSS COL PER PLAN I STAGGERED BOXED JAMB III 4" (2) "8 SCREWS INTO HDR PER PLAN STUDS SECTION 16 GA. x3x3x0'-6" WI SIMPSON 'SSC2.5' WI "10fE 3%x5ixx0'-ll" W/ (2) i "m x4" A "S SCREWS INTO FLANGES MIL JAMS STUDS (3) *10 SCREWS INTO JAMB OF EACH WALL STUD .41 SCREWS INTO JAMB AND PER PLAN EMBED. SIMPSON 'TITEN-HD' 3". ACCESS HOLE AND (2) 14'14, xl3�a" SIMPSON - 600TI50-43 BOTTOM 343"$ x2%" EMBED. INTO JAMB STUD SCREW ANCHS. 'TITEN' SCREWS TRACK CONC. EXISTING 34 MAX. NON-SHRINK c 346 , II! A (E) BOTTOM TRACK(E) TRACK 4 CONC. SLABLEVELING GROUT (E) CONC. SLAB IT CEJ CONC. SLAB HDR PER PLAN IBEE __ - 111 .1.---r," ri�� a ,Q SECTION ..S7 /SS SA S3O3-eth; Arent TYP. WALL t, a ENTRANCE SECTION ,3 JAMS ELEVATION I� JAMB ELEVATION II SECTION ABOVE OPENING 5303 16052-29 SCALE: I" = 1'-0" 5303 16052-30 SCALE: I" 2 1'-0" 303 16052-31 SCALE: I" = 11-0" 303 16052-32 SCALE: I" = P-0"