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BUP2015 00125 SW 74th AVENUE - - - - - - - - VLMK SW Bonita Rd CITY OF TIGARD ENGINEERING + DESIGN Approved by PlanningQ CD ::E �' Date: [$0115 3933 SW Kelly Avenue N Portland, Oregon 97239 initial itia Is: 503.222.4453 VLMK.COM CD 60.0't FREEZER / OFFICE ADDITION u u J uu uuLl Ll Cn PROJECT Kable i (E) TENANT AREA 7319 SW KABLE LANE, SUITE 500 RECEIVED SITE =r Ln APR 3 0 2015 TIGARD, OREGON 97224 CITY OF TIGARD BUILDING DIVISION (E) OPEN WAREHOUSE SP CIAL INSPECTION REQUIRED Stat of Or`e on Structural Spoclalty Code Co trete and Reinforcing Steel I I O So to (E) OFFICE Installed In Concrete JQ I I � I I Sp tai Moment-Resisting Concrete Frame I PROJECT DIRECTORY: a R. forctnq Steel a Prostrae.ing Steel tendons I I ( 0 Sir ictural Welding VICINITY MAPI I J " " ° HI -Strength Bolting N.T.S. ___ ( I I n µ OWNER o s ctural Masonry ° R orced Gypsum Concrete AREA OF �\�FtOP� WORK NPP \F\c QCD-Quality Custom Distribution to In latingConcreteFill (N) HANDICAP ACCESSIBLE ° By Applied Fie-Resistive Materials PARKING STALLS PER SO�\NER 7319 SW Kable Lane ADJACENT NOTES AND Tigard, Oregon 97224 ° Pit ille,Drilled piers and Caissons DETAIL 3/A1.0. Phone: (602) 265-4331 ° Sh iterate — — _ 6 DISABLED PARKING STALL. 9.0'WIDE STALL X 16.0'LONG. ° Sp Excavation and Filling PROVIDE CODE APPROVED SIGN AT EACH STALL Contact: Bradley Hartel DISABLED VAN PARKING STALL. 9.0'WIDE STALL X 18.0'LONG WITH E-Mail: bhartel@qualitycustomdistribution.com ° Sir ft-r- stems �7 VAN 6.0'STRIPED SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL ° PrtTdi�ME A EXISTING SITE PLAN 1"=50'-0" ENGINEER CODE SUMMARY: CV 2015 BUILDING VLMK Engineering + Design 25 13 3933 SW Kelly Ave. IMPROVEMENTS 30j'41 Portland, Oregon 97239 OCCUPANCY AREA / USE SUMMARY: I Phone: (503) 222-4453 Area Type Occupancy Coverage lExistin9 New ( j __________ Contact: Brad DeMeyer, Jason Sahlin Warehouse S2- 1st Floor 53,544 SOFT 92.4 % 53544 SOFT 10 SOFT G ---'-r---- ------i t----T---- ----r----t E-Mail: bradd@vlmk.com 7319 SW KABLE LANE Office B - 1st Floor 4,411 SOFT 17.6 % 13,911 SQFT 500 SQFT C jasons@vlrn corn TIGARD, OREGON Total Floor Area: 57,955 SOFT 1 ##### % Iu t (E REF'D. DOCK ; CONTRACTOR BUILDING CODE SUMMARY: , ^ (E) ELECTRICAL CODE SECTION REQUIREMENT: COMPLIANCE: o 100 Building Code: 20140SSC (Oregon Structural Specialty Code) , I� o I WADI MISING I ROOM SIERRA Construction Co. NW, Inc. Based on the 2012 IBC (International Building Code) i 1700 SE 11 th Ave., Suite 120 PERMIT INTAKE 4-17-2015 t 100 Fire Code: 2014 OFC (Oregon Fire Code), ' Portland, Oregon 97214 Based on the 2012 International fire code I REVISIONS 302 Occupancy Group: S-2: Low-hazard Storage - PRIMARY USE i Phone: (503) 285-4310 t ® DATE DESCRIPTION B: Business Group (Office)-SECONDARY USE Contact: Jef Krohn - 507 Building area limitations With four 60 foot sideyards and automatic sprinkler system the ( ) -� (E OPEN W REHOUS 'S-2' E-Mail: jefk@sierraind.com and modifications building area is unlimited o FRET ZER E) COOLED (1) (E) WOMEN'S 1 @ 508 Occupancy Separation: N/A ( RESTROOM O,VFICE COPY t ^ (2) (E) HD P. JURISDICTION 602 Construction T e: TYPE IIIB: Non-rated Construction, concrete tilt walls with wood ' yP deck roof (48-0 ) j I I CO ACCESS113LE 901 Fire Sprinklers: Yes i v RESTRO MS _ _ Cityf Tigard _ ogar t i t (MEN) h_, LINS I--- i 13125 SW Hall Blvd. A, .it$YnoxCon$COMrLtC PLANNING AND ZONING SUMMARY: i i N F s (1) (E) HDP. (E) OFFICE B Tigard Oregon 97223 0 �1pp: _- Jurisdiction: City of Tigard, Oregon it` LIJ Land Use Zone: I-L (Light Industrial) E) FREEZ R I i �; CN i RESTROOM Phone: (503) 718-2439 PA 3 Legal Description: t Contact: ` 9 P i t , t (WOMEN) St ' (los-o ) t E-Mail: Street Address and Cross Streets: 7319 Southwest Kable Lane --i----- --- ------- -------�--� I , ( q) 500 SQ. FT. } Building Area: 97,500 S.F. i1 I -� J FFICE 'B' Overlay zone: N/A Wetlands N/A A PROF Floodplain: N/A j ' SHEET INDEX: . ����� �SSy9 5 PE l NOTE: CHANGE OF OCCUPANCY IN OPEN WAREHOUSE (S-2) TO BECOME I I - 4/28/15 (B) OCCUPANCY FOR NEW OFFICE PER PLAN. 500 SQ. FT. TOTAL. CVR COVER SHEET 9 REGONo15 3ry B EGRESS PLAN A1 .0 DEMOLITION / FLOOR PLAN yS NC SP���`� Chapter 29 Plumbing Fixtures CV 1"=30'-0" A2.0 STRUCTURAL DETAILS OCCUPANCY AREA(SOFT) LOAD OCCUPANCY MALE/FEMALE OCCUPANT LOAD WATER CLOSETS LAVATORIES EXPIRES: 6�30�20�_ M FACTOR SUM MALE&FEMALE REQUIRED FOR REQUIRED A2.1 STRUCTURAL DETAILS EACH SEX "B"Office 4,411 200 22 2 11.0 1.0 1 A3.0 SPECIFICATIONS & SPECIAL INSPECTION 3 "S"Warehousing 53,544 5000 11 2 5.4 1.0 0 I.B.C. REVIEW - FLOOR PLAN NOTES AND LEGEND A3.1 SPECIFICATIONS & SPECIAL INSPECTION DATE APRIL 2015 d (n 0 0 0 0 0 0 0 SCALE PROJ.NO. 0 0 0 0 0 0 0 0 NOTE: VERIFY THAT EXISTING EXIT SIGNS, EXIT DISCHARGE LIGHTING AND TACTILE SIGNS AS NOTED 20150024 Total Occupancy Area 57955 2 1 SIGNS AND FIRE EXTINGUISHERS ARE PRESENT. IF THEY DO NOT EXIST, PLEASE DEFERRED SUBMITTTALS (BIDDER DESIGN): DRAWN CHECKED v Total of all Fixtures 4 1 INSTALL PER THE LEGEND BELOW. BD is Required MECHANICAL / ELECTRICAL / PLUMBING ----�^-- EGRESS PATH. PROVIDE MEANS OF EGRESS ILLUMINATION IN ACCORDANCE WITH IBC SECTION 1006. FIRE PROTECTION SEE ELECTRICAL PLAN(BY OTHERS) Water Closet Required - "B"-[1-15=1] [16-35=2] [36-55=3] o Water Closet Required - "S"-[1-10= 11 [11-25=21 [26-50=3] [51-75=41 [76-100=5] EXIT SIGN IN COMPLIANCE WITH I.B.C.SECTION 1011. INCLUDING ILLUMINATION,BACKUP POWER AND FREEZER BOX COVER SHEET PROVIDE DIRECTION ARROWS WHERE REQUIRED. NLavatories Required - ("B"= 1 per 2 W.C.) ("S" = 1 per 40 of occupant load) oI EXIT DISCHARGE LIGHTING WITH BACKUP POWER IN COMPLIANCE WITH 1006.3.5. "GARDCO N Notes: —�—LIGHTING" 111 PERFORMANCE SCONCE OR EQUIVALENT. 0 1.Urinal may be used in place of Water Closet in Men's Restroom `% FIRE EXTINGUISHER. TYPE AND LOCATION IN ACCORDANCE WITH FIRE CODE SECTION 906. PROVIDE y 2.The"Occupant Load Male/Female"is the total load divided between sexes and is the basis for the number of fixtures required. F RECESSED CABINET IN OFFICE AREAS AND WALL MOUNTED ELSEWHERE. MAX TRAVEL DISTANCE OF 0 c 3.The number shown under"Fixtures Required" is the amount for each sex 75 FEET. COORDINATE EXACT LOCATION WITH OWNER AND FIRE MARSHALL PRIOR TO INSTALLATION. S4.The number shown under"Fixtures Required" is the amount for each sex TACTILE OT TACTILE SIGN.ADA COMPLIANT TACTILE SIGNAGE PER IBC SECTION 1011.3 CVR 3/4"PLYWOOD SHEATHING(DUSTCAP) I BATT INSULATION PER SCHEDULE 2!5 2 D C2 D C2DC2C, �9 1$ 1 VLMK CEILING JOISTS: 800S162-33 AT 16"O.C. HSS FREEZER CEILING SUPPORT COLUMN BLOCKING ABOVE WALL 30c 1-0" BEYOND PER PLAN(@ SIM.) PROVIDE SAME GAGE ANGLEI ENGINEERING + DESIGN i 251-0" 25'1 25'1 25'1 I 25'1 I 25'1 , 251 25'1 , FOR BLK'G ATTACHMENT TO JOISTS.TYP EA END - 2 X 4 NAILER(RUN GYP. 3933 SW Kelly Avenue I .,�' Portland, Oregon 97239 _' CONT.RIM JOIST: , OFFICE 1 - - - - - - ' 8007150-33 ; I B4JP8 G — - - - - - - - - - - _ — _ _ _ _ _ _ 503.222.4453 — — — — VLMK.COM -- - ---- - - - -- - - -- - - - ---- - -- - - - -- -- - - - -- - - -- GYP.BD.CEILING ' AT 8'-0"A.F.F. I 1LT I 1 I ox 5/8"GYP BOARD , ENCLOSURE. FIRE TAPE JOINTS ' FREEZER PANEL BY OTHERS(@ SIM.) INTERIOR PARTITION WALL �' • I (E) REFRIGE TED AS OCCURS. L1 o DOCK ,.o o I I I I STUD WALL PER PLAN p• I IL I 4 600S162-33 AT 16"O.C. j TYPICAL • CONFERENCE Niiiiiii J, B4JP8 NOTES: ` JOIST SIZE FOR 10 PSF UNIFORM LOADING(U240)WHICH INCLUDES GYP.BOARD CEILING AND BASIC ! GYP. BD.CEILING MECHANICAL DUCTWORK. LOADING FROM EXTENSIVE MECHANICAL AND ELECTRICAL SYSTEMS MUST BE II AT 8'-0"A.F.F. VERIFIED BY ENGINEER. JOISTS ARE ADEQUATE FOR PROPOSED EVAPORATOR BY OTHERS. •' I I i I i 6007150-33 TYPICAL DO NOT APPLY ANY LOADING TO TOP OF JOISTS WITHOUT FIRST CONSULTING ENGINEER. TOP AND BOTTOM F METAL STUD TRACK WITH 0.145"DIA.POWER DRIVEN ANCHOR AT 24"O.C.TP . . GYP. BD.CEILING ATS'-0"A.F.F. A 5 (E) CHKN FREEZER (E) COOLER A2.0 A2.0 <. . .. i OFFICE2 I I -7--_-, I i B4JP8 I 1 STEEL RAILING ELEVATION CONCRETE SLAB I i a ! 7 8 I I ------ -- — STUD WALL PER PLAN B REFLECTED CEILING PLAN — OFFICE I I I i `� \ 12 � PROJECT NAME n��++ 1/i=1'-0" Q l�a D H M FRAME TYPICAL 1 '0 t REFLECTED CEILING LEGEND: —� � ��� I �` 10 �' � 10 ° 12 ; c ) D 5 � 1 r 2015 BUILDING GYPSUM BOARD CEILING U.N.O. � , X N IMPROVEMENTS ILLI 2'-0"X 4'-0"FLUORESCENT LIGHT FIXTURE v N i i 1 i F NOTES: WiX SIM.10 ( 13 v LL F a 1. THE LIGHTING LAYOUT IS SCHEMATIC AND IS TO BE �_ COORDINATED WITH THE ELECTRICAL DESIGN BY BIDDER. TiL.O.N. 2. CEILING GRID LAYOUT IS TO BE COORDINATED BETWEEN ALL 0 7319 SW KABLE LANE SUBCONTRACTORS INVOLVED WITH CEILING CONSTRUCTION ; TIGARD, OREGON v (FIRE SPRINKLERS,MECHANICAL, ELECTRICAL AND LIGHTING). i (N) rRE ZER C? i (E) FREEZER I - 2° L DOOR PER SCHEDULE I i 1 2 n r2'i DOOR JAMB DETIAL IIN W,OX3q 1 .0 3" ( i PERMIT INTAKE 4-17-2015 4 � w' x x 1 o I I i to (LI _-I A1.0 in I ri_ i SIM. REVISIONS ® DATE DESCRIPTION (DA-1 ABBREVIATIONS: 15 I q n. 3 6 16 iN 2.0' SIGN 2.0' 6.0'MIN. 2.0' SIGN 2.0' HM. =HOLLOW METAL STL. =STEEL 16 2'-0" 39'-0"(VERIFY) ILOCATION LOCATION AL. =ALUMINUM -'-- LL PM. =PER MANUFACTURER 5 5 TEM =TEMPERED WIRE A DEMOLITION / FLOOR PLAN TEMP. =TEMPERED O.H. =OVERHEAD 2 2 K.D. =KNOCK DOWN 1 ' WALL LEGEND: 116 - 1 ° KEY NOTES: rcoi � 9 STD. =STANDARD tO (E)BUILDING COLUMN. COLUMN WRAP -r-Er-ri 2 X 6 WOOD OR 6"METAL STUDS AT 16"ON CENTER WITH BY FREEZER BOX SIJPPLIER. _ DOOR SCHEDULE 5/8"GYPSUM BOARD EACH SIDE.METAL STUD GAGE PER ON FREEZER DOOR BY OTHERS. TABLE BELOW. ( ) Z 3O (N)FREEZER BY OTHERS. SEE SECTION 1/A2.0. 2 / \ 36 DEG.Ti NO. SIZE DOOR FRAME HARDWARE(HDWE.) LABEL REMARKS WALL/CEILING INSULATION: b 1 6 G/_1). TYPE MATL. TYPE MAIL. GROUP ® NEW HEATED FLOOR BY OTHERS. SEE 3/A2.0. 3' 1O Ti X Ti A S.C.B. 1 MTL. B1 L3 St - INTERIOR MANDOOR(LOCKED) 1. LOCATE PER#3 BELOW-THICKNESS: R-13 AT 3 5/8"WALL. O REMOVE(E)DOOR AND STAIR, INFILL WALL. N 36D R-19 AT 6"WALUCEILING. 2O Ti X Ti A S.C.B. 1 MTL. Bi L3 S1 - INTERIOR MANDOOR(LOCKED) 2. VAPOR BARRIER: CONDITIONED SIDE OF DEMISING WALLS/CEILINGS 6� (E)DOOR TO REMAIN. CONTRACTOR TO j 4' SEPARATING CONDITIONED AREAS FROM NON-CONDITIONED AREAS. COORDINATE FREEZER BOX TRANSITION C T U N ANGLE ORIENTATION 33 3'-0"X T-0' A S.C.B. 1 MTL. 81 L3 S1 W1 - INTERIOR MANDOOR(LOCKED) 3. PROVIDE INSULATION AT THE FOLLOWING LOCATIONS: AND THRESHOLD REQUIREMENTS. ��RV R,q� FOR FIELD LAYOUT A. EXTERIOR WALLS AND SOFFITS OF CONDITIONED AREAS. 7O (N)RAMP AND GOAL POST PROTECTOR PER A&B/A2.0. �ED PROFFss/ B. ALL RESTROOM WALLS. C. WALUCEILING SEPARATING CONDITIONED FROM NON-CONDITIONED AREA. K (N)CONCRETE STAIR AND LANDING. GD. TENANT F'P 029 E. WOOD DECK FEOOR/CEILI GAASSEMBLIES NON-CONCRETE SOUND). Q (N)6"THK.CONCRETE SLAB W/#5 BARS AT 24" 5 PE r DOOR HARDWARE ( >( O.C.EA.WAY. SEE 3/A2.0. 4/28115 F. ROOF STRUCTURE(ALWAYS VAPOR BARRIER). � 5 5 10 (N)ROOF MOUNTED FREEZER CONDENSER PER REGON �, PART MARK DESCRIPTION TYPE MODEL NUMBER MFR. v o N FINISH SCHEDULE: DETAILI/A2.1. EQUIPMENT BY OTHERS. v N 15 2p ACCESS AISLEIN. g�_p^ BUTTS/HINGE Bt BALL BEARING TYPE, 1 112 PAIR PER DOOR LEAF AL FBB179 4 1/2"X 4 1/2" STANLEY ROOM NAME 11 RELOCATE(E)SURVEILLANCE CONTROL BOX. SON C SP, kR7 GN LOCK L3 DOOR SINGLE:KEY OUTSIDE,TURN/PUSH BUTTON INSIDE NO ND53PD SCHLAGE FLOOR FINISH A 4 H N 9 CONTRACTOR TO COORDINATE. N 7 8'-0"VAN q -8 n STOP St WALL MOUNT:HOLLOW CENTER FOR LOCK BUTTON AL WS407CCV IVES A- EXPOSED CONCRETE SLAB 12 (N)ROOF MOUNTED OFFICE CONDENSER PER EXPIRES: 6/30/201 KEYNOTES: B- CARPET CPT.2 WEATHER STRIP W1 EXTERIOR DOOR:PERIMETER WEATHER STRIPPING AL PF114PS PEMKO I ) DETAIL 3/A2.1B.O. SIGN C- SHEE7 VINYL SITZ 13PROVIDE/POST SIGN"NO STORAGE"AT OFFICE 1 4"WIDE PAINT STRIPES-TYPICAL. -— D- VINYL COMPOSITION TILE(V.C.T.) O DUSTCAP ABOVE DATE GN E- RUBBER TREADS AND RISERS ( )�, 2 SIGNAGE DENOTING RESTRICTED PARKING PER R7-8. -8P APRIL 2015 WINDOW SCHEDULE 14 (N)FREEZER CEILING SUPPORT FRAMING. SEE 1/A2.0.aPROVIDE SIGN AT EACH PARKING SPACE.PROVIDE SIGN OR7-SC BASE SCALE PROJ.NO. K GNO IF MORE THAN(5)SPACES PROVIDED. 7-8C 15 (N)FREEZER CONDENSER MOUNTED TO INSIDE OF Q NO. SIZE WINDOW FRAME LABEL REMARKS 0- NONE AS NOTED 20150024 FREEZER PANEL. SEE 6/A2.0. 4 2,_p" 3 INTERNATIONAL SYMBOL OF ACCESS REQUIRED AT EACH SPACE. 0 4- 4"RUBBER BASE 16 VERIFY ADEQUATE CLEARANCE TO EXISTING MAN DRAWN CHECKED 4 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE. 10 A 3'-0"X 4'-0" B INSUL. 2 H.M. - ALIGN WITH ADJACENT DOOR HEAD 6- 6"RUBBER BASE DOOR AND NEW FREEZER BOX. DIMENSION TO BD JS o PAVEMENT MARKING LEFT MAY NEED TO BE ADJUSTED. 5 PAVING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION AT o, STENCIL DETAIL HANDICAPPED PARKING SPACES AND LOADING AREA WALLS © THE ACCESS MUST BE LOCATED ON THE PASSENGER SIDE OF H- EXPOSED CONCRETE AND PAINT DEMOLITION / o` THE PARKING SPACE EXCEPT THAT TWO ADJACENT ACCESSIBLE J- GYPSUM BOARD AND PAINT o PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. [E] K- IT HIGH PLASTIC LAMINATE WAINSCOT FLOOR P LAN o O7 BACKGROUND(RETRO-REFLECTIVE BLUE). WITH GYPSUM BOARD ABOVE O8 PAINT STROKE(3"WIDE RETRO-REFLECTIVE WHITE). CEILING 0 O9 CONCRETE WHEELSTOP. A 1 6 2 N- EXPOSED ROOF STRUCTURE o P- SUSPENDED ACOUSTICAL TILE-SEE SPEC. r 10 WHEELCHAIR SIGNAGE REQUIRED WHERE FIVE(5)OR MORE DOOR TYPES: FRAME TYPES: WINDOW TYPES FRAME TYPES Q- GYPSUM BOARD AND PAINT 5 DISABLED PARKING SPACES ARE REQUIRED. POST SIGN IN SPACE R- EXPOSED FLOOR/CEILING STRUCTURE :5 DESIGNATED"VAN"ACCESSIBLE AS SHOWN. DOOR MATERIAL TYPES: DOOR FRAME TYPES: WINDOW TYPES: WINDOW FRAME TYPES: 3 HANDICAP PARKING STALL S.C.B. SOLID CORE,PAINT GRADE,PAINTED FINISH H.M. HOLLOW METAL,NEW CONSTRUCTION INSUL. DBL.PANE INSULATED H.M. HOLLOW METAL,NEW CEILING HEIGHT A S.C.M. SOLID CORE,MAPLE,STAINED AND VARNISHED K.D. KNOCK DOWN,TIMELY OR EQUAL 1"THICK CONSTRUCTION TYPE 9- 9'-0" / \ ■ 1 . 0 G10-Ot.dwg 1/4"= 1'-0" 10- 1011 H.C.M. HOLLOW CORE METAL, PAINTED FINISH STL. STEEL PER MANUFACTURER S- STRUCTURE STL. STEEL PER MANUFACTURER V- VARIES VLMK (E)ROOF DECK N 1/4 ENGINEERING + DESIGN a K LL O BASE PLATE-5/8"X 7"x 10"W/(2)-5/8"DIA.X 3933 SW Kelly Avenue v w 3"EMBED DRILLED ANCHOR BOLTS Portland, Oregon 97239 �p-24'2" — > BOT.OF(E)STRUCT. 5 VLMK.COM I I I c� 22'-10" I 1 1/2"TYP LG. - - z � BASE PLATE A2.0 A HSS 4 X 4 X 1/4"TUBE STEEL COLUMN PER PLAN. I I ' INSULATED PANEL, RIGID INSUALTION AND GLYCOL SYSTEM BY OTHERS I I 3 WIDE FLANGE BEAM PER PLAN I I I I A2.0 i I CONCRETE SLAB AND REINFORCING 3/16"WEB PLATE EA. SIDE,CLIP PER PLAN CORNERS ' II (E)INSULATED PANEL2'0" , i CHASE AND SLAB TO i REMAIN VERIFY. SEE PLAN NOTES. i o IfI . . . .,,, .,.. .,.. 3/16 I v v DCK 5/8"X 6"X 7"BEARING PLATE A DO< WITH(2)5/8"DIAD<x .A325 BOLTS ` \ LLLLLLLLLLLLLLLLLL AA 1 CONREMOCRETEVE )CURB ( I ' LLLLLLLLLLLLLLLLLL XN AS NECESSARY s o I I o e s 1 1/2" I i INSULATED PANEL BY OTHERS • l �Q^7S�j nZt�/`� -���qn��'�^ PROJECT NAME i _ _ _ _ _ _ _ _ _ _ _ _ INSULATED PANEL EXISTING CONCRETE QCD ANCHORAGE BY OTHERS SLAB ON GRADE K7*), FREEZER BOX SECTION/CEILING SUPPORT 2 FREEZER CEILING SUPPORT DETAIL 3 PANEL/CEILING COLUMN FTG. DETAIL 2015 BUILDING 2.0 3/4"=V-0" 2.0 1 1/2„=1._0„ 2.0 1 112,.= 1,_0,. IMPROVEMENTS 1/4'X REQ'D KNIFE PLATE WITH(3)5/8"DIA.A325 BOLTS 1 1/2" 21/2" 5 A2.0 WF BEAM PER PLAN - (E)CONCRETE SLAB (N)CONCRETE RAMP 6'-10" 7319 SW KABLE LANE BACKER ROD, PLACE IMMEDIATELY ---���---,,, TIGARD, OREGON AFTER SAW CUT(SAME DAY) LINE OF EXISTING SLAB TO BE REMOVED INSULATED PANEL BY OTHERS SAWN JOINT PER SCHEDULE SAWING TO OCCUR AS EARLY (N)SLAB INFILL PER PLAN. w AS POSSIBLE WITHOUT SPALLING MATCH EXISTING SLOPE O tOINT . CONCRETE. DO NOT WAIT UNTIL THE #4 X 1'-0"O.C.AT 2'0"O.C. ON RAMPS AT EXISTINGFOLLOWING DAY. USE"SOFFCUT"SAW EPDXIED INTO(E)SLAB W/ COOLERIFREEZER. J4"EMBEDaSTOP REINFORCING 0'-3" 4 - '� a CLEAR OF JOINT,DO NOT ----- =-.-.--_-- ---= ------ -- w TIE TO DOWELS o 0 3SIDES PERMIT INTAKE 4-17-2015 o W eREVISIONS VERIYWITH NEW CONCRETE RAMPEVAPORTOR AND w MECH CONTRACTOR CONNECTION r- WITH#5 AT 24"O.C. ® DATE DESCRIPTION g. BY OTHERS ¢ - EACH WAY, BOTTOM EXISTING SLAB i i � . NOTE: PRE-MANUFACTURED DOWEL �^ ^^�n,�)O„00 `^- -�n,ryq� ngQnB�ng�rtn8�n8�n8?n� TO REMAIN o APPLY GREASE TO DOWELS BASKETS WITH 3/4"DIA x V-0" - SMOOTH GREASED DOWELS BACKFILL AND COMPACT - AT 2'-0"O.C.,CENTER IN SLAB AREA BELOW SLAB INFILL AS NECESSARY - COLUMN AND .VERIFY FREEZER . CONNECTION PER 0 -. DOOR CLEARANCE } REQUIREMENTS LL O 4 WET SAWN CONTROL JOINT DETAIL 5 WET SAWN CONTROL JOINT DETAIL 6 EVAPORATOR SUPPORT DETAIL w - 'Z.O 1 112"=1'-0" 2.0 1 1/2"= 1'-0" 2"0 A20-O6.dwg 1"= 1'-0" F_ _ 8'-0" SPIFY). — - — - FREEZER PANEL BY OTHERS L 8'-4" L 1 I ,ERUCT(/,? PROFFS A NEW CONCRETE RAMP PLAN 9 00-DOOR-PLAN.dwg 1/4"= 1'-0" 5 PE r CN 4 28/15 v REGION I I ry Q i v99N 15. 2�0 �? A SON C. SPN� NEW RAMP OR STAIR y EXPIRES: 6/30/201 I 3/4"X 12"X 12"EMBED PLATE dDOWEL REBAR INTO EXISTING WITH(4)3!4"DIA.X 4"NELSON SLAB 3". SET IN EPDXY. I i 2"FROM STUDS APRIL 2015 D CORNERS 1/4 DATE O I NEW CONCRETE •. •• _ SCALE PROJ.NO. SLAB PER PLAN .,.. . .. F AS NOTED 20150024 (n I I 0 7 A20 DRAWN CHECKED KAN JTB m _ FIN.FL R.� STRUCTURAL O3, 13, 8'4" N EXISTING CONCRETE SLAB DETAILS 0 0 0 7 GOAL POST PROPTECTOR 8 NEW CONCRETE RAMP OR STAIRB STEEL FRAMING ELEVATION 52"� A20-07.dwg 1"= 1'-0" �].O A20-08.dwg 1"=V-0" 2.0 00-DOOR-ELEV.dwg 1/4"= 1'-0" A2 . 0 Z Z VLMK D ENGINEERING + DESIGN a a 4 (V N A2.g 3933 SW Kelly Avenue EXISTING 2x4 SUB-PURLINS N 1 iv \` 18 Portland, Oregon 97239 AT z'-o^O.C.,TYPICAL a N a N a I 503.222.4453 w Z ? W VLMK.COM NEW CONDENSER BY OTHERS. _ VERIFY DIMENSIONS FOR FRAMING 4 X 6 4 X 6 4 X 6 AND SUPPORT PLATFORM DIMENSIONS. ' ' (E)PURLIN I I (E)PURLIN NEW CONDENSER UNIT ' I EXISTING 2x4 SUB-PURLINS TO BEAR ON NEW OR AT 2'-0"O.C.,TYPICAL STAGGERED EACH SIDE EXISTING FRAMING ON NEW 4 X 6 BELOW UNIT ALL SIDES.(WT=3770#) SECURED TO EXISTING SIMPSON'H2.5'AT EACH ' ' 4 X 6 BLOCKING SUB-PURLIN TO NEW PURLIN PER PLAN PURLINS WITH N ( 'LUS46'FACE MOOUNTUNT HHANGERS (E)GLULAM GIRDER 20 SIMPSON'HU316' (E)PURLIN (E)PURLIN FACE MOUNT HANGER - - z NEW CONDENSER UNIT z z R ' :j ' :1EXISTING EXISTING FRAMING PURLINm ON ALL SIDES EXISTING OR NEW PURLIN PER PLAN 1' 2 X 4 X -0"LEDGER BEYOND g (WEIGHT=176#) w w w INSTALL NEW PURLINS TIGHT AGAINST SECURED WITH(4) EXISTING 2 X 4 SUB-PURLINS 10d STAGGERED AT NEW PURLINS AND SIMPSON'LUS46'FACE O EXISTING GLULAM GIRDER MOUNT HANGER AT w EXISTING PURLINS 1 COMPRESSOR FRAMING PLAN 2 SUPPORT DETAIL rTPACKAGE UNIT FRAMING PLAN 2.1 A21-01.dwg 1/4"= V-0" 1 A21-02.dwg 1"=1'-0" 1 A21-03.dwg 1/4"=V-0" L CONTINUOUS SHEET METAL CAP BY OTHERS 16 GA.X 3"WIDE X REQ'D. CONDENSER UNIT SEISMIC STRAP AT 2'-0"O.C. BY OTHERS SECURED WITH(3)#12 X 1 1/2" PROJECT NAME SELF-TAPPING SHEET METAL Q SCREWS INTO UNIT BASE AND QC D PLATFORM. MIN.(2)PER SIDE. QC 3/4"TYP.X PLYWOOD SECURED WITH 10d AT 6"O.C.AT EDGES AND - 2 X 12 RIM SECURED TO 2015 BUILDING 12"O.C.IN FIELD 2 X 12 PLATFORM JOISTS d. WITH(4)16d NAILS 2 X 12 D.F.#2 AT CANT STRIP AND ROOFING IMPROVEMENTS 2'-0"O.C.PARALLEL BY OTHERS TO EXISTING PURLINS 7319 SW KABLE LANE SIA34'AT TIGARD, OREGON 2'-0"0"D.C.O.C.AROUND PERIMETER OF PLATFORM MIN. (2)PER SIDE EXISTING OR NEW SUPPORT FRAMING PER PLAN PERMIT INTAKE 4-17-2015 4 MECHANICAL UNIT SUPPORT PLATFORM REVISIONS 2.1 A21-04.dwg 1"= 1'-0" ® DATE DESCRIPTION c�,�RUCTUR,q< PROreSS/�� a 5 PE N - 4/28/15 REGONN N M v99N 15, m SON C. S P�� 3 y EXPIRES: 6/30/2016 d 0 a DATE ttAPRIL 2015 r O SCALE PROJ.NO. m AS NOTED 20150024 r 0 DRAWN CHECKED KAN JTB 0 N 12 m C STRUCTURAL N DETAILS 0 0 0 b V N a v g A2 . 1 GENERAL SPECIFICATIONS DIVISION 3 - CONCRETE E.2. Doweled Joints-Wet sawn joints with dowel baskets: B.10. Headed steel stud connectors: VLMK QUALITY CUSTOM DISTRIBUTION E.2.a. Provide wire suspension type basket for poured in place dowel baskets. B.10.a. Shall be Nelson Granular flux-filled headed studs or prior approved equal and be made from ENGINEERING + DESIGN 7319 SW KABLE LANE TIGARD OREGON A. GENERAL E.2.b. Dowels to be saw cut from hot rolled steel bar per ASTM A36 to within 3/16 inch of specified C-1015 cold rolled carbon steel and shall conform to ASTM Al 08, Grades 1015-1020 with a > > length. minimum tensile strength of 60,000 psi. A.1. All work to comply with ACI codes and standards. B.10.b. Studs to be automatically end welded with a stud welding un. Alternate welding procedures 3933 SW Kelly Avenue E.2.c. Side frame supports fabricated from 1/4 inch diameter cold drawn wire per ASTM A108 grade Y g g g DIVISION 1 - GENERAL A.2. Inspections/testing: 1010- 1020. may be used only with prior written approval from the Engineer. Stud Welding, Inspection and Portland, Oregon 97239 A.2.a. Owner will provide a part-time concrete inspector and will conduct laboratory tests as required E.2.d. Lightly grease full length of dowels. Testing shall conform to AWS D1.1. 503.222.4453 A. These specifications are general in nature and are intended to set minimum standards for construction and to verify compliance with the project Specifications. Contractor shall be solely responsible for C. POST INSTALLED ANCHOR BOLTS VLMK.COM materials. Quality of materials and details of installation shall, at a minimum, comply with established industry compliance with the Specifications. E.2.e. Assemblies should be manufactured so that they stack on top of each other for transportation ADHESIVE ANCHORS: RECOMMENDED and remain stable under concrete placement. and product manufacturer's standards. Higher standards, where stated in these specifications, in submitted A.2.b. Contractor shall be responsible for any extra concrete sampling or testing such as field cured MATERIAL PRODUCT INSTALL TEMP (°F) REPORT# literature, or on Drawings shall govern. Workmanship shall be maintained at good quality by the General cylinders for determining strength for lifting panels, etc. E.2.f. End round dowel cannot be placed closer than 12 inches to the joint intersection. Contractor. E.2.g. Approved Products: Round Dowel Basket assembly as manufactured by PNA Construction Concrete Simpson SET-XP Epoxy Adhesive Anchor 50- 110 ICC ESR-2508 A.3. Tolerances: Technologies, Inc. 800 542-021. Concrete Simpson AT-XP Adhesive Anchor 14-68+ 100 APMO ER-263 B. Design criteria: g ( ) P ( MAX)) A.3.a. Floors: E.3. Doweled Joints- Cold joint with loose dowels: Concrete Hilti HIT-RE 500-SD Adhesive Anchor 41 - 104 ICC ESR-2322 B.1. Floor Live Loads (per IBC 1603.1.1) 1 A.3.a.1. Local Flatness/Levelness:t the Except i set forth in Paragraph A.3.a.5. below, the entire E.3.a. Take precautions to maintains square alignment both horizontal and vertical. Concrete Hilti HIT-HY 200 Adhesive Anchor 14-86+ 104 CC ESR-3187 2nd Floor N/A slab shall conform to the following minimum F-number requirements: P q g ( MAX)) Mezzanine N/A A.3.a.2. Specified Overall Values: OAFF =40/OAFL= 30 E.3.b. All dowel material to be saw cut or ground smooth to maintain cross-section at ends. Concrete Powers Pure 110+ Epoxy Anchor 50- 104 ICC ESR-3298 B.2. Roof Snow Load (per IBC 1603.1.3) A.3.a.3. Minimum Local Values: MLFF=20/MLFL= 15 E.3.c. Lightly grease full length of dowel. Concrete Powers AC100+ Gold Adhesive Anchor 14-86+ (104 MAX) ICC ESR-2582 Flat-Roof Snow Load (Pf) 25 psf A.3.a.4. General conformity to design grade: Except as set forth in Paragraph 3 below, the F. EPDXY FILLED CONTROL JOINTS Masonry Simpson SET-XP Adhesive Anchor 50- 110 IAPMO ER-265 Snow Exposure Factor (Ce) 1.0 entire random traffic floor shall fall within plus or minus 1/2 inches of its specified F.1. Fill all sawn floor slab control joints with epoxy-or at locations indicated in plans. Masonry Simpson AT-XP Adhesive Anchor 14-68+ (104 MAX) IAPMO ER-281 Snow Load Importance Factor (Is) 1.0 elevation. F.2. Approved Products: Masonry Hilti HIT-HY 70 Adhesive Anchor 23-68+ (104 MAX) ICC ESR-2682 Thermal Factor (Ct) 1.0 A.3.a.5. Exceptions: Both the overall and a minimum local FL levelness tolerances set forth F.2.a. New Slabs: EXPANSION ANCHORS: above shall not apply to any slab that is to be inclined or cambered. Similarly no FL F.2.a.1. EUCO 700, Euclid Chemical Co. MATERIAL PRODUCT REPORT# B.3. Wind Load (per IBC 1603.1.4) levelness tolerances will be applied to any unshored elevated construction. Ultimate Design Wind Speed (Vult) 120 mphA.3.a.6. Testing: All floor flatness, levelness, and grade conformity tests shall be made at the F.2.a.2. EDGE-PRO XL, Metzger McGuire Concrete Simpson Strong-Bolt 2 Wedge Anchor ICC ESR-3037 Nominal Design Wind Speed (Vasd) 93 mph Owner's expense on each newly installed slab within 16 hours after completion of the F.2.b. Existing Slabs: Concrete Hilti Kwik Bolt TZ Anchor ICC ESR-1917 Risk Category II final troweling operation. FF and FL tests shall be conducted in accordance with F.2.b.1. MM-80, Metzger McGuire Concrete Powers Power-Stud+ SD2 Anchor ICC ESR-2502 Wind Exposure B ASTM El 155-87. Grade conformity tests shall be made using either an optical or F.3. Installation Instructions: Masonry Simpson Wedge-All Anchor ICC ESR-1396 laser level. Results of all floor tolerance tests, including a formal notice of acceptance Internal Pressure Coefficient (GCpi) ±0.18 la rejection R the work shall be provided a the contractor within 24 hours after data F.3.a. Delay installation of epoxy joint filler material as long as practicable (minimum of 90 days Masonry Hilti Kwik Bolt 3 Anchor ICC ESR-1385 B.4. Earthquake Design Data (per IBC 1603.1.5) collection. following slab pour). Do not install epoxy joint filler until authorized to do so by the Engineer. Masonry Powers Power-Stud+ SD1 Anchor ICC ESR-2966 Seismic Importance Factor (le) 1.0 y F.3.b. Prior to filling joints, remove temporary backer rod clean joint interior surfaces by re-sawing A.3.a.7. Remedy for Out-of-Tolerance Work: The entire slab shall be subdivided into Minimum SCREW ANCHORS: Local Floor Sections bounded either b the column and half-column lines, or the with dry blade; and blowing out all loose debris with compressed air, augmented by mechanical Risk Category II Y scraping as necessary to remove stubborn particulates. MATERIAL PRODUCT REPORT# construction and control joints, whichever subdivision yields the smaller areas. All Mapped Spectral Response Accelerations Ss= 96.8% S1 =42.0% minimum local floor sections measuring at or above both the MLFF and MLFL number F.3.c. Do not fill joint with silica sand to seal off joint base unless specifically authorized by Engineer. Concrete Simpson Titen HD Screw Anchor ICC ESR-2713 Site Class D shall be accepted for F-number compliance as constructed.All minimum local floor F.3.d. Mix epoxy in quantities that can be used while remaining pourable. Concrete Hilti Kwik HUS-EZ Screw Anchor ICC ESR-3027 ° sections that fail to meet or exceed both specified minimum local F-numbers shall be Masonry Simpson Titen HD Screw Anchor ICC ESR-1056 Design Spectral Response Coefficients Sds = 71.8% Sd1 -44.2/o F.3.e. Install epoxy in clean joints (do not partially fill joint with sand or other fillers)to level near top of removed and replaced. No remedies for defective minimum local floor sections other slab. Allow to saginto joint. Masonry Hilti Kwik HUS-EZ Screw Anchor ICC ESR-3027 Seismic Design Category D than removal and replacement of slabs will be permitted unless otherwise agreed to 1 C. CODES AND STANDARDS by Owner/Engineer. F.3.f. Epoxy installation shall be completed in two separate passes with the first pass filling the joint to C.1. Other anchors are acceptable only with prior written approval of Engineer. Install all anchors per C.1. International Building Code: 2012 Edition as amended by the State of Oregon (2014 Oregon Structural B. FORMWORK AND SHORING within one half inch of the floor surface. After a minimum of sixty minutes the second pass is manufacturer's instructions. Provide minimum embedment and spacing unless noted otherwise on Specialty Code). installed, overfilling the joint to obtain a positive crown appearance. Drawings. Special inspection of anchor installation is required unless specifically noted otherwise on B.1. Contractor shall be solely responsible for providing the necessary formwork and shoring suitable for the F.3.g. Sand smooth using care not to scar slab. Leave top slightly above floor level (1/64 inch +/-). Drawings. C.2. Contractor to comply with all state and local codes, ordinances and standards. conditions involved and compatible with the finished appearances. D. WELDING C.3. Wherever codes, ordinances, standards, etc., are referred to in this Specification, it shall be assumed to B.2. Ground Forms: To the extent practical all isolated footings should be ground formed or partially ground G. CONCRETE CURING AND SEALER PROJECT NAME be the latest edition unless otherwise specifically identified. formed. Clean all ground formed footings of loose debris and use caution during concrete placing to G.I. Preparation: All forms and excavations to be moistened before placing concrete. D.1. All welds to be made by certified welders to AWS standards with they ant electrodes. Contractor shall QCD avoid cave-ins. pay special attention to the means and methods of construction they anticipate employing on the �C D. OPTIONS AND ALTERNATE MATERIALS G.2. Curing Compounds and Liquid Hardeners: project. Some welds shown as shop welds may need to be field welds to aid erection. D.1. "Alternates" refer to bid instructions for"Alternates" requested with proposals. Contractors may also B.3. Chairs for reinforcing steel shall be adequate to securely support and hold reinforcing steel in place. G.2.a. Contractor shall submit proposed curing and sealer/hardener compounds for approval 2 weeks E. SHOP FINISH submit proposals for use of other alternate materials and methods for approval. Allow minimum of 5 For concrete slab on grade and tilt wall panels reinforcing shall be supported at not greater than 6-0"on prior to initial slab on grade pour. days for review of proposed alternates. G.2.b. Curing Compound: Liquid-type membrane-forming curing compound complying with ASTM 2015 1 5 BUILDING center for#5 bars or larger. For tilt wall panel reinforcing shown each face on Drawings, the top bar E.1. Shop prime all exposed surfaces (not to be embedded in concrete)with manufacturer's standard grey rimer. Red oxide rimer will not be allowed. shall adequately be supported using metal chairs. C309, Type 1, Class A. Provide material that has a maximum volatile organic compound VOC P P D.2. "Options"shown of the Drawings may be used at Contractor's discretion. YP 9 p (VOC) IMPROVEMENTS D.3. See Instructions to Bidders for provisions relating to "substitutions". Do not include in bid proposals any C. CONCRETE MIX/MATERIAL of 350 mg per liter. E.2. Do not paint metals within 1 inch of areas to be welded. substitutions not previously approved by the Engineer except as additional "Alternates", listed C.1. Strength: Average 28 day concrete strength determined by job cast lab cured cylinder to be as G.2.c. Approved Products: E.3. Touch up paint in field at welds or location where paint has been removed or damaged. separately on the proposal forms. indicated below plus increase depending on the plant's standard deviation as specified in ACI 318. G.2.c.1. Day-Chem Rez Cure, Dayton Superior EA. Any steel inserts protruding from concrete work to be ground flush, primed and painted. D.4. Where Specifications state"or approved equal", "oras approved", etc., the General Contractor shall proposed area of use. G.2.c.2. Spartan Cote WBII (VOC), The Burke Company Provide mix designs to the Engineer for all concrete to be used. Clearly label all mix designs for F. COLD-FORMED STEEL STUD BEARING WALLS obtain Engineer's prior approval prior to incorporating into the Project. See Instructions to Bidders for C.2. Minimum Mix Requirements: F. All products are to be manufactured by the current members of the Steel Stud Manufacturers G.2.c.3. Eucocure VOX, The Euclid Chemical Company provisions relating to"substitutions". q Association (SSMA). Installation shall be in accordance with the current ICC report(ESR-3064P). 7319 SW KABLE LANE E. SHOP DRAWINGS AND SUBMITTALS LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES G.3. Liquid hardeners(Alternate#**, see bid instructions): Water-based chemically-reactive penetrating sealer and hardener. F.2. Cold-formed steel framing shall be installed in accordance with ASTM C754. TIGARD, OREGON E.1. Submit shop drawings of portions of the work indicated in individual sections of this Specification. STRENGTH (a) CONTENT G.3.a. Approved Products: F.3. Unless otherwise noted in Drawings, steel stud wall tracks are to be attached to concrete floors with Submittals of items not indicated may or may not be reviewed at Engineer's option. A partial list of Footings and Stemwalls 3,000 PSI off- 511 470 LB None minimum 0.145 inch diameter x 1 inch penetration powder actuated fasteners (PAFs)spaced at 16 required shop drawings is as follows: G.3.a.1. Ashford Formula, Curecrete Distribution, Inc. Industrial Slab on Grade 3,500 PSI 2"-4" 517 LB (b), (e) inches on center. EA.a. Structural steel and miscellaneous steel. G.3.a.2. Day-Chem Sure Hard (J-17 VOC), Dayton Superior F.4. Unless otherwise noted in Drawings, steel studs are to be 6005162-43 sections with minimum section (a)- Slump exceeding specified limits shall not be incorporated in the project except by written G.3.a.3. Duro-Nox, Nox-Crete Products Group properties (gross)as follows: Ix=2.316 in^4, Sx= 0.772 in^3 and A=0.447 in^2. Studs to bear on full E.1.b. Concrete mix designs. P P P (9 ) approval from Engineer. EA.c. All reinforcing steel. G.3.a.4. Euco Diamond Hard, The Euclid Chemical Company width of top and bottom track. (b)- WRA=water reducing agent. F.5. Unless otherwise noted in Drawings, stud spacing to be 16 inches on center. E.2. For bidder designed items Deferred Submittals), the drawings and calculations shall bear the stamp of G.3.b. Contractor to verify compatibility of all bond breakers, curing compounds and liquid hardeners 9 p g g ( ) g P (c)- AE =air entrainment with other finishes. F.6. Wall covering materials and attachment to be per IBC Chapter 25. PERMIT INTAKE 4-17-2015 an engineer(product engineer) registered in the state where the project is located. Such drawings shall (d)- Up to 1 1/2 percent calcium chloride allowed during cold weather. g p P certify that the drawings have not deviated from the VLMK design Drawings in any way, or shall call to GA. Execution: F.7. Galvanized coating to be G60 minimum. the attention of VLMK that the product engineer has deviated from the VLMK design Drawings. Such (e)- Pozzutec 20 required for concrete placed below 40 degrees Fahrenheit. REVISIONS G.4.a. Slabs-on-Grade: F.8. Connections: deviation may be cause for rejecting the shop drawings. See Drawings for items classified as Deferred C.3. Use Type I Cement, per ASTM C150 unless otherwise approved. Submittals. G.4.a.1. All slabs on grade shall be cured using non-insulated blankets(unless warranted by F.8.a. Welding is acceptable where indicated on the Drawings. All welds of galvanized steel shall be ® DATE DESCRIPTION CA. Aggregate per ASTM C33. Use 3/4 inch minus unless otherwise noted or approved. cold weather). The blankets are to be Transguard 4000 or prior approved equal. The touched up with a zinc-rich paint. E.3. Submittals to be provided at least 3 weeks prior to beginning fabrication. C.5. Water ReducingAgent WRA shall be Pol heed R-1 or Duracem 55 minimum 6 oz. per 100 pounds curing blankets shall be left in place for a minimum of four days. Use care in securing 9 ( ) Y { P P F.8.b. Unless otherwise noted in Drawings, use#12 screws (16 gauge and heavier),#10 screws (18 EA. General Contractor to review submittals before transmitting to Engineer, and place his review stamp, cement). Comply with ASTM C494. all edges. and 20 gauge)and#8 screws (22 gauge)to connect cold-formed steel framing. Screws to be date, and marks on all copies. C.6. Industrial slabs on grade include the following mix requirements: GA.a.2. Seal interior slabs with two coats of curing compound. Apply first coat immediately self tapping and drilling from one of the following: E.5. Mechanical equipment, mechanical and sprinkler piping larger than 2 inches in diameter or any other C.6.a. Aggregate size to be 1 1/2 inch minus. Do not use 3/4 inch minus aggregate. after curing blankets are removed. Spray edges as soon as forms are removed. STEEL STUD FASTENERS Report# items producing a hanger or support load of over 50 pounds shall be hung by a system approved by Apply second coat perpendicular to first coat when all trades are finished just prior to VLMK. An hanger or support producing a load over 200 pounds shall have additional framing installed C.6.b. Submit a combined gradation analysis for mix design. 1 1/2 inch aggregate shall constitute a occupancy. Floor is to be cleaned and mechanical) citrus-scrubbed before the Hilti Kwik-Pro Self-Drilling Screws ICC ESR-2196 Y 9 PP P 9 P 9 � Y to transfer these loads to the main structural beams or wall unless otherwise approved. minimum of 5 percent in the gradation (i.e. 5 percent retained on the 1 1/2 inch sieve). second coat. If a liquid hardener is installed, follow manufacturer's instructions prior to ITW Buildtex Teks Self-Drilling Screws ICC ESR-1976 E.6. Where required, seismic bracing for mechanical and electrical equipment, sprinkler piping or other C.6.c. Maximum water allowed is 250 pounds per cubic yard unless otherwise approved by Engineer. installation. F.8.c. Place screws with minimum spacing and edge distance of 3 screw diameters, unless otherwise non-structural components shall be provided by the contractor in accordance with Chapter 13 of ASCE C.7. Air entrainment(AE)shall comply with ASTM C260 and shall be used only where specified and/or GA.b. Footings: Single coat. Apply as soon as bleed water is gone. noted on Drawings. Provide minimum length for screw to penetrate beyond fastened members 7-10. Structural calculations and details stamped by a licensed engineer shall be submitted to VLMK approved by Engineer. GA.c. Wet Curing/Membrane Curing: All slab on grade concrete to be wet cured using blankets by at least two full diameter threads. for review. C.8. Accelerators: Pozzutec 20 non-chloride for components exposed to weather in the completed structure described above. Membrane curing only allowed with prior approval by the Engineer. F.8.d. Bolts to be placed in pre-drilled holes in compliance with AISI North American Specification, E.7. VLMK will review and mark-up a maximum of(3)Three copies of submittals. The contractor will be (walls, exterior paving, etc.), calcium chloride in the interior slabs on grade. Quantity(dosage)to be GA.d. Hot Weather/Cold Weather Procedures: Take special precautions as appropriate during Section E3A. Standard hole sizes should not exceed the bolt diameter+ 1/32"for bolts less responsible for duplicating mark-ups if additional copies are required. Submittals will be stamped and determined by Contractor and approval obtained from Engineer before use of accelerators. adverse weather conditions to achieve proper finish and curing. Review placing procedures than 1/2" diameter, or bolt diameter+ 1/16"for bolts 1/2" diameter and greater. Oversized or returned to General Contractor within two weeks for copying and distribution. C.9. Place and cure all concrete per ACI codes and standards. with Engineer when 24 hour forecasted temperatures are below 40 degrees Fahrenheit or slotted holes should not be used unless specifically noted on Drawings. F. SPECIAL INSPECTION AND TESTS C.10. Provide control joints in all interior slabs on grade as shown on plans. above 80 degrees Fahrenheit. In addition to ACI recommended procedures, provide water F.8.e. Poweder actuated fasteners (PAFs)to be used to connect cold formed steel framing to concrete F.1. Special inspections and tests as required by Engineer or local jurisdictions are to be performed by an sprinkler on all slabs and flat work when temperatures exceed 80 degrees Fahrenheit. or steel to be one of the following: independent testing agency and paid for by the Owner. Contractor to verify requirements for testing C.11. Sleeves, pipes or conduit of aluminum shall not be embedded in structural concrete unless effectively coated. POWDER ACTUATED FASTENERS (PAFs) Report# with the Engineer prior to beginning project and will be responsible for contacting testing agency with Hilti X-U Universal Knurled Shank Fasteners (0.157"diameter ICC ESR-2269 adequate prior notice and to allow full access to work. D. REINFORCING DIVISION 4 - MASONRY ) RU C T URq D. Powers 0.300 Head Drive Pins (0.145"diameter) ICC ESR-2024 .1. All reinforcing to be ASTM A615 Grade 60 unless otherwise noted. QED pRpFF F.2. Provide Engineer with copy of all inspection and testing reports. Fax report on the same day if Ss� N irregularities are noted. D.2. Use only A706 weldable rebar if rebar is to be welded. Use only low hydrogen electrodes. All welding A. NONE. °' F.3. Testing performed at Contractor's option or re-testing of previously noted irregularities to be paid for by to be in compliance with AWS D1.4. DIVISION 6 - WOOD 5 PE 9 ,It N the Contractor. D.3. Fabricate and install reinforcing steel according to the Manual of Standard Practice for Detailing DIVISION 5 METAL - 4/28/15 - Reinforced Concrete Structures-ACI Standard 315. RE ON DIVISION 2 - SITE WORK D.4. Install rebar in slabs on grade with castle chairs or prior approved equal. Do not use concrete dobies. A. NONE. v yti 15 see Drawings for size. A. GENERAL 9SON 0 'S P��- D.5. Lap all bars in continuous and intersecting footings 2'-0" or 40 bar diameters, whichever is greater. A.1. All structural members to be detailed, fabricated and erected in accordance with the latest edition of DIVISION 7 - THERMAL AND MOISTURE PROTECTION Z A. FILL MATERIALS AND INSTALLATION D.6. Extend reinforcing to within 1 inch of wall and slab edges. AISC Standards. Submit shop drawings of columns and miscellaneous steel. EXPIRES: 6/30/20�� o A.1. Compaction: A.2. All bidder design structural systems to include plans and calculations stamped by an engineer A. CAULKING AND SEALING N A.1.a. Selection of compaction equipment and processes shall be the sole responsibility of the E. CONTROL JOINTS AND EXPANSION JOINTS registered in the governing jurisdiction. = Contractor. A.1. Caulk all joints between concrete panels,wood siding panels, dissimilar materials, and around all door DATE a E.1. Sawn Control Joints (see Drawings for locations): A.3. Unless otherwise noted, Contractor will be required to provide a separate permit for bidder design and window frames and all other locations as required for weather tightness. APRIL 2015 A.1.b. Prepare areas to receive"Engineered" or"Select"fill by compacting subgrade. If subgrade structural systems. moisture content is not suitable, confer with Engineer and condition material to near"optimum" EA.a. All sawn joints to be cut using a Soffcut saw. B. MATERIALS A.2. Applier to examine joints prior to installation. Remove foreign material and moisture. Proceeding with SCALE PROJ.NO. CL work signals acceptance of surfaces. As NOTED 20150024 and compact. E.1.b. Saw cuts to be made prior to cracking. Cut as soon as possible after initial set of concrete has B. All steel W sections to be ASTM A992 typical unless otherwise noted. A.3. Provide backup vinyl or rubber filler rods on all joints over 3/8 inch in depth. Backup rods to be 0 occurred. P Y 1 P P DRAWN CHECKED oco A.1.c. Install material (except topsoil) in lifts not to exceed 8 inches{loose)and compact with suitable B.2. All steel late, angles, channels, etc. to be ASTM A36 typical unless otherwise noted. minimum of 1 1/2 times joint width. Comply with caulking manufacturer's recommendations. equipment. EA.c. Saw to 1/5 slab depth as soon as work can proceed without raveling. P g YP 1 P Y 9 BD is m A.1.d. Minimum Density(per ASTM D1557)as follows: E.1.d. All sawn joints are to be filled with a closed cell foam backer rod immediately following cutting of B.3. Steel Pipe ASTM A53 (Fy= 35 ksi),Type E or S, or ASTM A501 (Fy= 36 ksi). A.4. Caulking color to match adjacent materials. Obtain Engineer's color approval prior to ordering. 3 A.1.d.1. APPLICATION (See note 3 below) COMPACTION the joints(same day). Backer rod to be 3/8 inch diameter and installed flush with the top of the B.4. Structural tubing to be ASTM A500 Grade B (Fy=46 ksi rectangular, Fy=42 ksi round). A.5. Apply exposed caulking after painting or mask caulking beads to prevent painting over except as noted plywood g. Verify compatibility p g pp SPECIFICATIONS o slab. B.5. Unless otherwise noted, bolts to be A325N for steel to steel connections. at exterior I ood sidin Veri com atibili with paint if caulking applied after. Beneath foundations 95% A.6. Materials: N Beneath floor slabs 95% B.6. Anchor bolts and wood connections to be A307. Provide standard plate washers under all bolt heads AND SPECIAL C. and nuts in contact with wood. A.6.a. Concrete and Masonry Wall Joints: Low modulus, two-part non-sag polyurethane rubber. NB.7. Anchor rods to be ASTM 1554, Grade 36 unless otherwise noted. A.6.b. Door and Window Frames: Silicone rubber, non-acid, porous type at joints abutting concrete or INSPECTION mason acid non-porous type elsewhere. o B.8. Lag bolts in wood to be SAE J429 Grade 1 with minimum dimensions meeting ANSI/ASME 8.18.2.1. masonry, P YP � CC B.9. Light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A1003 ST50H with A.6.c. Plywood Siding: Silicone rubber, paintable, apply prior to painting and tool smooth. g (Fy= 50 ksi). Light gauge steel 18 gauge and lighter shall be formed from ASTM A1003 ST33H with A.6.d. Penetrations at Fire Walls: 3/8 inch gap around penetration, provide safing insulation and fire 0 (Fy= 33 ksi). Detail and fabricate light gauge steel per AISI Standards. caulking,Thermafiber(USG)or approved. A3 , 0 B. CONCRETE SEALER(At Window/Door Openings and Slab Edges) B.3. Conform to IBC Flame Spread requirement. VLMK B.1. Silane clear sealer with minimum 15 percent solids. BA. Provide(5),five-foot wide,full building height paint-outs of exterior wall showing all colors for Engineer's CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM SPECIAL INSPECTION PROGRAM NOTES: B.2. Apply to all opening edges in concrete tilt-up panels for doors and windows, prior to frame installation. approval before starting work. ENGINEERING + DESIGN y adhesion between paint and concrete sealer,prior to INDICATED. B.3. Coordinate with paint manufacturer to verif B.5. Interior: SOILS AND FOUNDATION SUBGRADE: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK 3933 SW Kelly Avenue applying. B.5.a. General-one coat acrylic primer,one coat airless spray(off-white latex)on: FILL MATERIAL,PLACEMENT AND COMPACTION REF.GEOTECHNICAL REPORT P TESTING LAB C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, BA. Coordinate with window manufacturer to verify adhesion between window caulking and concrete sealer, B.5.a.1. Inside face of the exterior concrete walls. GRADING AND SUBGRADE COMPACTION REF.PROJECT SPECIFICATIONS P TESTING LAB OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. Portland, Oregon 97239 prior to applying. B.5.a.2. Gypsum board walls in the warehouse including-warehouse side of offices. P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS 503.222.4453 NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN VLMK.COM B.5. Notify Engineer of any discrepancies as to where application is required. B.5.a.3. Electrical,telephone and riser room walls. FOOTING EXCAVATION AND COMPACTION P TESTING LAB CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. C. INSULATION B.5.b. Concrete Masonry Block, Interior walls: CONCRETE: CA. Exterior Wall and Soffit Insulation: Fiberglass blanket with R-value as shown on Drawings-or as B.5.b.1. Block Filler. Provide block filler material at a rate of one gallon per 75 square feet of 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB required by governing codes. May require thickness equal to stud depth and a layer of continuous rigid wall area,or as recommended by manufacturer. ENGINEER: VLMK CONSULTING ENGINEERS insulation over face of studs. Blanket to be faced on conditioned side with Kraft barrier where covered. B.5.b.2. Elastomeric Coating: Two coats of Acrylic Elastomeric Coating. Total dry film FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB GEOTECHNICAL: N/A C.2. Perimeter Insulation: Rigid urethane or extruded Polystyrene with minimum R-6.2. Install at exterior thickness not less than 15 mils,or as recommended by manufacturer. PLACING OF REINFORCING FOR SLAB-ON-GRADE P TESTING LAB TESTING LAB: TO BE DETERMINED perimeter of interior slabs where indicated. At slab over insulation, provide pre-molded filler with vinyl or B.5.c. Gypsum Board Finished Areas,except Water Resistant: One coat acrylic primer. Two coats of TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE butyl cap flush with floor except where covered by wall furring. latex acrylic paint, eggshell. PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 6,ITEM A C TESTING LAB PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT,NOT THE CONTRACTOR OR C.3. Interior Insulation: Unfaced fiberglass blanket(faced where separating conditioned space from B5dGypsum BoardWater Resistant: One coat acrylic primer. Two coats interior alkyd enamel, POST-INSTALLED ADHESIVE ANCHORS,RODS AND DOWELS IN PER ICC EVALUATION REPORT SUB CONTRACTOR,PER I.B.C.SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE . . . , non-conditioned space)to match wall thickness at following locations and as noted on Drawings. C TESTING LAB PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE[.B.C.. THE SPECIAL INSPECTOR semi-gloss. CONCRETE,PLACED HORIZONTALLY OR UPWARDLY INCLINED SEE NOTE 6,ITEM 8 SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION C.3.a. Office perimeter walls abutting warehouse space. B.5.e. Wood Doors, Frames and Trim: First coat stain. Two coats lacquer or varnish. POST-INSTALLED ADHESIVE ANCHORS,RODS AND DOWELS IN PER ICC EVALUATION REPORT OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR C.3.b. Restroom walls. B.51. Metal Doors and Frames: Spot prime as necessary. Two coats Alkyd Exterior Enamel, CONCRETE,PLACED DOWNWARDLY INCLINED SEE NOTE 6,ITEM B P TESTING LAB OPERATION REQUIRING SPECIAL INSPECTION. C.3.c. Demising walls separating tenant areas. Semi-Gloss. POST-INSTALLED EXPANSIONIWEDGE ANCHORS IN CONCRETE PER]CC EVALUATION REPORT 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A C.3.d. Floors of mezzanines between office and warehouse. B.5.g. Color of metal registers,grilles, ladders, railings, electrical cabinets, piping, conduit, etc.,to SEE NOTE 6,ITEM B P TESTING LAB PRE-CONSTRUCTION MEETING WITH THE ARCHITECT,ENGINEER,BUILDING OFFICIAL, C.3.e. Where faced insulation is required,vapor barrier to be placed toward conditioned side of wall or match adjacent surfaces. CONTRACTOR,AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS, ceiling. C. FLOOR COVERING POST-INSTALLED SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS SEE NOTE 6,ITEM B MEETING. CA. Carpet: By Owner. STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: DIVISION 8 - DOORS AND WINDOWS 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: MATERIAL VERIFICATION OF STRUCTURAL STEEL,DECKING, A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND DIVISION 10 - SPECIALTIES HIGH STRENGTH BOLTS,NUTS AND WASHERS,ANCHOR P TESTING LAB TESTING AGREEMENT,PROVIDED BY THE LOCAL JURISDICTION. A. METAL DOOR FRAMES RODS,AND WELD FILLER MATERIALS B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE A.I. 18 gauge full depth of wall with welded comers and anchors to suit wall structure. APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT A. SIGNS SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF A.2. Finish: Factory baked on primer. Paint as noted on Drawings. A.I. Engraved Plastic Door Plaques: VERIFY ALL BOLTS INSTALLED UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL. A.3. Provide longer door frame for notched slab edge condition at warehouse doors where noted. A.l.a. Follow requirements and use materials as required to comply with current ADAAG standards. TO'SNUG TIGHT CONDITION HIGH STRENGTH A325N AND A490N BOLT INSTALLATION P TESTING LAB C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED A.4. Rew-light and sidelight frames where indicated on Drawings to be of matching type and profile and finish. Place ADAAG disabled symbol at all accessible toilet room doors per jurisdiction requirements. PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. A.5. Fire resistive construction where noted on drawing. Entire assembly to be U.L.listed and Factory A.I.b. Manufacturer's standard I inch high letter style with message as indicated below: D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK Mutual approved. AA.b.l. Men's Restroom REQUIRING SPECIAL INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE A.6. Approved Manufacturers: A.I.b.2. Women's Restroom APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. A.6.a. Amweld AA.b.3. Conference Room A.6.b. Steelcraft AA.b.4. Manager 5. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO: A.6.c. Republic DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 A.6.d. Curries A.1.b.5. Janitor HOURS BEFORE SUCH INSPECTION. A.2. Post-Mounted Accessible(handicap)Parking Signs: See DIVISION 2,ACCESSIBLE(HANDICAP) FREEZER BOX B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL B. METAL FRAMES-KNOCK-DOWN OPTION (interior Only) SIGNAGE. IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR PROJECT NAME B.I. 18 gauge knockdown door frames with interlocked comers full depth of wall with snap attached metal A.3. At all exterior pedestrian doors that are not part of accessible route to building, provide sign mounted on AND APPROVED BY THE BUILDING OFFICIAL. QCD C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND casing trim. Frames to be Timely or as approved. Frames to be labeled if noted at door schedule. door with legend: ACCESSIBLE ROUTE in 3 inch high letters and directional arrow toward nearest SPECIFICATIONS AT THE JOB SITE. Frames to be factory finished in color selected from full range. accessible door. D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. B.2. Re-light and sidelight frames where indicated on Drawings to be of matching type and profile with screw 2015 BUILDING attached hollow metal stops. Match finish of door frames. DIVISION 11 - EQUIPMENT 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION C. WOOD DOORS TO THOSE REQUIRED BY THE LB.C.: IMPROVEMENTS C.1. 1314 inch thick solid core or particle board core as shown on Drawings and reinforced for hardware. A. None A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE C.2. Premium grade(stain grade)mahogany.stained and varnished. Color per schedule. DEFERRED SUBMITTAL NOTE: PLACEMENT IS REQUIRED. C.3. Premium grade(stain grade)birch,stained and varnished. Color per schedule. DIVISION 12 - FURNISHINGS 2) OBTAIN(4)TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED(OR PORTION THEREOF C.3. Premium grade(stain grade)maple, stained and varnished. Color per schedule. A. None SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER IF LESS THAN 100 CUBIC YARDS ARE PLACED). BREAK(1)CYLINDER AT 7 DAYS AND(2) OF RECORD,AFTER REVIEW AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED CA. Paint grade birch. Color per schedule. THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE STRENGTH,HOLD(2)CYLINDERS FOR 56 DAY BREAK)HOLD 4TH CYLINDER FOR 56 DAY 7319 SW KABLE LANE SUBMITTAL TO THE BUILDING DEPARTMENT, THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH(2) C.5. Doors to be labeled (fire rated)where noted at door schedule. DIVISION 13 - SPECIAL CONSTRUCTION THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CYLINDERS AT 28 DAYS. TIGARD, OREGON D. STOREFRONT-None. 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH E. FINISH HARDWARE A. FREEZER BOX BY OTHERS. TICKETS SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. EA. Materials: B. POST INSTALLED ANCHORS IN CONCRETE SHALL BE INSPECTED AS FOLLOWS: 1) PROVIDE'CONTINUOUS'OR'PERIODIC'INSPECTION AS INDICATED IN THE SPECIAL E.I.a. Butts-Stanley INSPECTION TABLE(THIS SHEET). INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE EA.b. Closer-LCN DIVISION 14 - CONVEYING SYSTEMS MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. E.I.c. Locks-Schlage, Levan or Rhodes Design 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE EA.d. Flush Bolts-Ives A. NONE. MAINTAINED ON THE JOB SITE. [CC EVALUATION REPORTS ARE AVAILABLE ONLINE AT PERMIT INTAKE 4-17-2015 WWWACC-ES.ORG,AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT EA.e. Cylinder-Schlage WWWAAPMOES.ORG. E.11 Stops-Ives DIVISION 15 - MECHANICAL 3) WHERE PERIODIC INSPECTION IS ALLOWED: REVISIONS EA.g. Thresholds&Weather strip-PEMKO * THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE DATE DESCRIPTION EA.h. Push pulls&Kick plates-Tice A. GENERAL -Bidder Design System. EVALUATION REPORT. E.2. Coordinate butt size with requirements of Frames. a SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERIODICALLY INSPECTED. E.3. All hardware to be U.S. 26D(626)finish(Satin Chrome)except where otherwise noted. DIVISION 16 - ELECTRICAL * A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL F. KEYING PERFORMING THE ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT F.I. Locks of all doors shall be master keyed to a single system. BEING INSTALLED. A. GENERAL-Bidder Design System. 0 FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL F.2. Prepare a keying schedule and coordinate with Owner prior to keying locks. INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING F.3. Provide a minimum of 2 marked keys for each lock in buildings,each master and grand master. Deliver AND INSTALLATION. IF DISCREPANCIES ARE NOTED,CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. keys,with permanent keying schedule showing key marks and doors operated,to Owner prior to occupancy. 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING: * CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR G. HARDWARE SCHEDULE INSTALLATION. G.1. See Drawings. 0 CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION(NOT REQUIRED FOR SLAB DOWELS). DIVISION 9 - FINISHES * INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11,SECTION A. GYPSUM BOARD-INTERIOR APPLICATIONS: D.9.2.2, (NOT REQUIRED IN OREGON). a ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD A.1. Interior Board: 5/8 inch thick, U.S. Gypsum or Kaiser. ORIENTATION ARE TO UTILIZE A PISTON PLUG OR RETAINING CAP IN ACCORDANCE A.2. Water Resistant Board: 5/8 inch thick, U.S. Gypsum or Kaiser. Provide at restroom walls and within 4 WITH MANUFACTURERS INSTRUCTIONS. C7 VCT PR feet of sinks. SIP, NA.3. Type X Board: Provide at fire walls,separation walls and demising walls and as otherwise indicated. Fg AA. Gypsum Soffit Board: 5/8 inch thick, U.S.Gypsum Exterior Gypsum Board. 5 E Q A.S. Accessories: /28/15 A.5.a. Provide metal comer beads and fasteners as required. Provide square metal edge beads at all 9ti RE GI odry exposed board edges and where abutting dissimilar materials. 15, A.5.b. Provide metal"L"bead at sill to storefront connection and caulk. 01V C. S Z 0 A.5.c. Provide 318 inch gap at all fire wall penetrations for caulking. C1EXPIRES: 6/30/20 �9 A.6. Finish: CL 4) A.6.a. Tape,fill and sand for smooth finish at all soffits and interior exposed surfaces except as noted 0 DATE below. APRIL 2015 A.6.b. Interior walls at warehouse, electrical and riser rooms and walls above finish ceilings to be fire SCALE PROJ.NO. taped only. W AS NOTED 20150024 CL A.6.c. Maximum deviation from true flat to be 1/8 inch in 10 feet. co B. PAINT DRAWN CHECKED BD is < B.I. Approved Manufacturers: (a CM B.1.a. Miller o B.l.b. Pittsburgh SPECIFICATIONS o BA.c. Rodda N C> B.I.d. Pratt& Lambert AND SPECIAL o B.I.e. ICI Dulux INSPECTION C3 B.I.f. Olympic B.I.g. Sherwin-Williams BA.h. Dunn-Edwards B.2. All colors and sheen as selected. A3m 1