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Plans (14) BUP2020 -00033 ' ' Code Review Floor Plan: TDC Bul* ldl* na �� • • i I - --- ------- _ �l 445 FEB 1 o 2020 --- �� -----•------ -240-- OFFIe.yRJ CE COPY .iTY OF TI TIGARD DISTRIBUTION CENTER - SPECULATIVE TENANT IMPROVEMENT I _ �/ DINGDiVISION 8005 SOUTHWEST HUNZIKER ST . I _ REvr�DFO C ECOMPJ.IANCE i Approved:�� TIGARD , OREGON I I oTCt Permit#s p Project Directory: Vicinity Map: I _ Addreset r _, swtd#r - Owner: Engineer: �) I �- ---- -- --- - - - --------- -- - - ' sn ^ Dates TDC, LLC. VLMK Consulting Engineers 1109 North 21st Street 3933 Southwest Kelly Avenue �I I ; EC ofT d . 1NSPECI REQU IRED _________ StaSteBoise, Idaho 83702 Portland, Oregon 97239 ga) Struc ralS�CiA ) Cp dB PROJECT SITE Phone: (208) 377-3099, Office Phone: (503) 222-4453 ' Phone: (208)412-9411, Cell Contact: Havlin Kemp ' T ❑ Concrete tnd Reinforcin Steel Bolts Inst fled in Concret Contact: Karl Klokke A I Spedof t-Resistin Concrete Frame Project Manager: Jurisdiction: = j ❑ Reinforcing Steel&Prest ssing Steel Tendons ❑ CRESA City of Tigard, Oregon s a, N I (E)WAREHOUSE Structural Welding 317 SW Alder St#105013125 Southwest Hall Blvd. sw ° a I ( t 40'0 NO WORK))S7 ❑ High-Stre. h;Bolting Portland, OR 97204 eRn ;gar , Oregon Structural Vasonry Phone: (503)455-8655, Office Phone: (503) 718-2439 Sr 3 Phone: (503) 784-8187, Cell ° ❑ Reinforce Gypsum Conc Ste Email: jhaynes@cresa.com y I$ ;I _ ❑ Insulating I I oncrateFill Contact: Josh Haynes3P - E3S.raYAM Fire-Resisti aMatertafs r � � r and sono Filings, Or lb Code Review: NEW AREA SUMMARY: 1 I ©F----- --- -----------------1 ❑ Shotcrete SITE AREA: 278,151 SOFT. 6.39 ACRES(+/-) ❑ Special G in,Excavek I and Filifing BUILDING AREA. I PLANNING AND ZONING SUMMARY: (For detailed zoning review see site plan) BUILDING A: 81,325 sOFr. I QT © ; I ❑ Smoke- of Systems B: 40 "" d 't l.._.._. )C-7(------+ I ❑ 0 ' iI- .140 SOFT. ti7D3 Q Jurisdiction: City of Tigard,OR yx Land Use Zone: I-L(Light Industrial) TOTAL: 121,465 SOFT. I !_ (N)OFFI I r Legal Description: Tax Lot: 2S1018D00200 ( d` I 1,628(100)161116 ____________________,.f--__ ----------------- --------------------------------- GRAVEL AREA: 15,042 SOFT1 ' i Street Address and Cross Streets: 8005 Southwest Hunziker Road,Tigard,OR . 5% COVERAGE Q I I I r4^ ` ❑ Site Area: 6.44 Acres TOTAL LANDSCAPE AREA: 44,454 SOFT. 15.98% COVERAGE REQUIRED PARKING: ? I `t WAREHOUSE=.511,000 I • )I Overlay zone: None REMOVED LANDSCAPE AREA 490 SOFT. MANUFACTURING=1.6/1,000 Y 01 Wetlands N/A UPDATED TOTAL LANDSCAPE AREA: 43,964 SOFT. 15.8% COVERAGE OFFICE=2.7/1.000 I `, --------- Floodplain: N/A EXIT SIGN LEGEND: �r PARKING SUMMARY: I I ;) C °J TENANT LOCATION TENANT USE AREA MIN.PARKING RATIO #OF SPACES REQ'D ACCESSIBLE ® SIGN AT NON ACCESSIBLE ROUTE EXIT DOOR AREA SCHEDULE: BUILDING CODE SUMMARY: A-NORTH Speculative Warehouse 40.050 sqA. 0.511,000 20 or 64 ROOM NAME CODE SECTION REQUIREMENT: COMPLIANCE: Industrial 40,050 sq.ft. 1.6/1,000 AREA(SQ. FT.) 200(100)2(11 B A-SOUTH BiAmp Warehouse 41,275 sq.ft. 0.5/1,000 21 EXIT ® EXIT DOOR SIGN (SEE PLAN) 100 Building Code: 2014OSSC(OregonStructuralSpecialtyCode) Performance i CODE REVIEW FLOOR PLAN Based on the 2012 IBC(International Building Code) B Manufacturing 40,140 sq.ft. 1.6/1,000 64 LOAD FACTOR - _ Contracting Inc. NTS 100 Fire Code: 2014 OFC(Oregon Fire Code), EXIT ILLUMINATED EXIT SIGN (IBC TABLE 1004.1.1) Based on the 2012 International fire code MIN.PARKING REQUIRED 105 or 149 (SEE ELECTRICAL) OCCUPANT LOAD 302 Occupancy Group: S-1:Moderate-hazard Storage-PRIMARY USE EXISTING PARKING SPACES: 155 B: Business Group(Office)SECONDARY USE REDUCTION: 2 (AREA DIVIDED BY FACTOR) 507 Building area limitations Building is Non Separated and is Fully Sprinkled and modifications I.B.C. REVIEW - FLOOR PLAN NOTES AND LEGEND NEW TOTAL PARKING SPACES: 153 FIRE EXTINGUISHER LEGEND: NUMBER OF EXITS REQUIRED (IBC TABLE 1015.1) 508 Occupancy Separation: N/A O FIRE EXTINGUISHER -'---IN---- EGRESS PATH. PROVIDE MEANS OF EGRESS ILLUMINATION IN ACCORDANCE 602 Construction Type: TYPE VB: No Limits on building materials,Non-rated Construction WITH IBC SECTION 1006.SEE ELECTRICAL PLAN(BY OTHERS) NOTEs: OCCUPANCY(IBC CHAPTER 3) Schedule o f Drawings: 901 Fire Sprinklers: Yes EXIT SIGN IN COMPLIANCE WITH I.B.C.SECTION 1011.INCLUDING ILLUMINATION, ME EXTINGUISHER BRACKET PER E)TOO BE MOUNTED ON BACKUP POWER AND PROVIDE DIRECTION ARROWS WHERE REQUIRED. NOTES: REVISIONS: 1 2 (FE)TO BE A MINIMUM 2A-1 DBC. EXIT DISCHARGE LIGHTING WITH BACKUP POWER INCOMPLIANCE WITH 1008.3.5. EXITS REQUIRED AS SHOWN ARE BASED ON INDIVIDUAL ROOM LU —� "GARDCO LIGHTING"111 PERFORMANCE SCONCE OR EQUIVALENT. FIRE EXTINGUISHER(FEC)TO BE MOUNTED IN LOADS ONLY.NOT COMBINED LOADS.SECOND FLOOR REQUIRES SEMI-RECESSED CABINET PER OWNER SELECT. TWO(2)EXITS PER IBC CHAPTER 10. FE FIRE EXTINGUISHER. TYPE AND LOCATION IN ACCORDANCE WITH FIRE CODE (FE)TO BE A MINIMUM 2A-108C. Q.CW SECTION 906. PROVIDE RECESSED CABINET IN OFFICE AREAS AND WALL MOUNTED Z) (- ELSEWHERE. MAX TRAVEL DISTANCE OF 75 FEET. COORDINATE EXACT LOCATION WITH 1- Y OWNER AND FIRE MARSHALL PRIOR TO INSTALLATION. ILL N of W Schematic Site Plan: Q) o 2 TACTILE O TACTILE SIGN.ADA COMPLIANT TACTILE SIGNAGE PER IBC SECTION 1011.3 w Ci 2 n- Z Description of Sets: 0 Z w o ¢ m N N N '/— W aD U m n Of"WSJ �� EXISTING BUILDING SHEET TITLE o 0 0 0 0 0ESµe 0000 O O CVR1.0 COVER SHEET X— i O O + G1.0 BUILDING'A' PARTIAL SITE PLAN • • G2.0 ENLARGED SITE PLAN AND DETAILS • ----------- --/it I T1,0 FLOOR PLAN AND DETAILS 01 f I o _ T2.0 REFLECTED CEILING PLAN AND DETAILS 445' I 223 i T3.0 EXT. ELEVATIONS, SECTION & DETAILS 11111111 91 T4.0 STRUCTURAL DETAILS • \ I I �41l S T5.0 SPECIFICATIONS • 1 E ,0 HOUSE T5.1 SPECIFICATIONS _ , I , I I I I I // I 40,050 FT I I / T5.2 SPECIAL INSPECTION NOTES - f �) Deferred Submittals (Bidder Design): E TENANT SPA 1E $ $ SLOG.I& /! / I1,275 SQ.FT. I �4 40.140 SO.FT ) NO. SYSTEM DESCRIPTION SUB-CONTRACTOR SUBMITTAL 1 I 1 I 1 1 8 I I ! �r /' 1 ELECTRICAL TO BE DETERMINED DIRECTLY TO CITY FROM SUB 2 MECHANICAL TO BE DETERMINED DIRECTLY TO CITY FROM SUB (N)OFFICE ' t ,e 3 PLUMBING TO BE DETERMINED DIRECTLY TO CITY FROM SUB 4 FIRE PROTECTION TO BE DETERMINED DIRECTLY TO CITY FROM SUB 445 I 223• I t / NOTE: IN ACCORDANCE WITH I.B.C.SECTION 106.3.4.2 DEFERRED SUBMITTAL ITEMS SHALL BE REVIEWED BY VLMK PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL i — — FOR PERMIT APPROVAL. THE SUBCONTRACTOR OR VENDOR IS RESPONSIBLE TO PROVIDE CUSTOMARY DESIGN DOCUMENTS AND PERMIT COORDINATION FOR �� •�' 61 6 THEIR DEFERRED SUBMITTAL ITEMS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE _ BEEN APPROVED BY THE BUILDING OFFICIAL. I .� _ _ _ _ _ _ ❑ ° CITY OF TIGARD DATE (N)4"SANITARY LINE - - —.—.- --- - - -.- - — ❑ JANUARY 75.2020 ApproApproved by Planning \ �RED PRO " ved SCALE PROJ.NO. ----------- _ — _ — — —_______moi / / ' Date: o F.P 'y NOTED 20190403 t ___________ ___ ___ •\ / 1 S2 DRAWN CHECKED r • initials: - - AREA of woRx i a ------- __ .. KINK HGK --55--- -- --SS SS ` SS SS _ -' - 5 S "S SS�55 S S cS ft SS SS SS ip '5 SS �G o� SHEET ® -yy r is, 9 �e .'� / �SS VALIDITY OF PERMIT /N G' w<E CVR1.0 ----------------------- - - - — ° ss ' THE ISSUANCE ASED ON CONOSTRUCTION p r—XJAM Ex 6-30-21 - DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM SITE PLAN REQUIRING THE CORRECTION VLMKENGINEERING + DESIGN OF ERRORS. OSSC 105.4 N.T.S. 3933 SW Kelly Avenue Portland, Oregon 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com DOOR HARDWARE DOOR SCHEDULE VLMK PART MARK DESCRIPTION TYPE MODEL NUMBER MANUFACTURER NO SIZE DOOR FRAME HARDWARE(HOWE.) LABEL REMARKS O O ENGINEERING + DESIGN BUTTSIHINGE 81 BALL BEARING TYPE,112 PAIR PER DOOR LEAF AL FBB179412-X41/Y STANLEY TYPE MATL TYPE MATL GROUP 46-0 O . - y BUTTS/HINGE 82 EXTERIOR,BALL BEARING,112 PAIR/LEAF(NON REMOVE PN) K FBB178 TURP/12'X412" STANLEY 3'-0'X71-0• B AL1 AL. C2 Li P1 S2SIGN1WI ALUM.STOREFRONT L 3933 SW Kelly Avenue Portland, Oregon 97239 CLOSER C1 STANDARD DOOR ADJUSTABLE HYDRAULIC NO LCN 4010 LCN O 3'-0'X8'-0^ A S.C.M. 1 HM. 61 L3 81 - OFFICE LOCKED 503.222.44553 CLOSER C2 ALUM.STOREFRONT ADJUSTABLE HYDRAULIC AL ------ 1 ... - LGN--.__-___-_-,..,,-- O 3'-0'X8'-0' A S.C.M. 1 HM. B1L381 - OFFICE LOCKED _-- - B VLMK.COM DRIP O1 21/2'CURVED EXTENSION AL 346C PEMKO O4 3'-0'X8'471 A SC.M. i HM. B1 L3 S1 - OFFICE LOCKED 1 ... -.-....___. LOCK GUARD G1 LOCK ASTRAGAL ND LG13 IVES 5 3'-0'X8'-0" A SCM. 7 HM. B1 L6 Si - R.R.SINGLE FIXTURE OFFICE KICKPLATE K1 STAINLESS STEEL PLATE(72 HIGH) AL 8400 NES O -._ - At LOCK LI STOREFRONT SINGLE: DEADBOLT LEVER WITH KEY OUTSIDE AL MS 1880 WITH ADAMS RITE 6O T-TX 8'-0" A SCM. 1 HM. B1 C1 KI P281 - R.R.MULTI-FIXTURE OFFICE - 5'X e'CONIC.PAD AND LEVER HANDLE INSIDE WITH'LOCKED/OPEW INDICATOR DEADBOLT LEVER 4550 - --. _.._. _____. ____ T-WX 8b' A S.C.M. 1 HM Bi L3 S1 - OFFICE LOCKED MAX.SLOPE 2 DEG. LOCK __ L3 DOOR SINGLE.KEY OUTSIDE,TURNIPUSH BUTTON INSIDE NO ND53PO SCHLAGE LOCK L4 DOOR SINGLE'BOTH LIVER HANDLES ALWAYS UNLOCKED AL AL10S SCHLAGE O 3'4'X 8'4" A S-C.M. 1 HM. 81 L481 - INTERIOR MANDOOR 10 I LOCK LB UNISEX TOILET:PRIVACY LOCK AND DEADBOLT WITH ND L9498 SCHLAGE 8 3'-0•X8'-0" A SCM , jHMBIL3SI - OFFICE LOCKED ' m "OCCUPIED'INDICATOR.MORTISE LOCK:TURNING INSIDE LEVER ---- -__--- --- ----- --- < OPERATES BOTH LEVER AND DEADBOLT. 10 T-V X 7'-01 A H.C.M. 1 2 D1 G1 L3 S2 TI TH1 W1 - EXTERIOR MANDOOR.__ ...___ REMOVEPUSH/PULL Pi STOREFRONT:1•DIAMETER ROUND BAR EACH SIDE AL 818433-12 IDES 11 12'-0'X 14'-0" C STL 2 EADBOLT EACH JAMB - OVERHEAD ODOR EXISTING CURB ' PUSH/PULL P2 BRASS PLATE WITH 1-DIA.PULL AL 8200'8303 IVES i - STOP S1 WALL MOUNT:HOLLOW CENTER FOR LOCK BUTTON AL WS40ICCV NNOTES: ES ABBREVIATIONS: STOP fS FLOOR MOUNT:(WITH RISER AS REQUIRED ND FS436 IVES ALL GLAZING IN DOORS AND WITHIN 7-0.OF DOOR OPENINGS SHALL BE TEMPERED PER I.B.C.2406.3. o- HM. =HOLLOW METAL ________________________SIGN GNI THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED AL - DOOR CLOSERS:WHERE PROVIDED,DOOR CLOSERS SHALL BE ADJUSTED TO CLOSE FROM AN OPEN POSITION STL. =STEELOF 70 DEGREES IN NOT LESS THAN 3 SECONDS,TO A POINT 3-FROM THE LATCH,WHEN MEASURED TO THE AL. =ALUMINUMT UNREINf.CONIC SLAB PER MANUFACTURER TOP DOOR TOP SEAL AT TOP OF H.M.DOORS AL 377V PEMKO LEADING EDGE OF THE DOOR(PER I.B.C.BC1109.9.7). PM_ MATCH GRADE AT WG. =WIRE GLASS EXISTING EDGE OF -- THRE6HOL0 TH1 S'WIDE X 114'HIGH AL 271A PEMKO i _. .. - THE OPENING FORCE OF DOORS(ALONG AN ACCESSIBLE ROUTE)SHALL BE 8 172 POUNDS FOR EXTERIOR TEMP. =TEMPERED WEATHER STRR Wf EXTERIOR DOOR:PERIMETER WEATHER STRIPPING AL PF114P3 PEMKO DOORS AND B POUNDS FOR INTERIOR DOORS(PER I.B.C.1109.9.9). PAVING ' KD. =KNOCKDOWN i ALL DOOR HARDWARE SHALL BE MOUNTED AT NOT MORE THAN 48"ABOVE FINISH FLOOR PER I.B.C.1109.9.8. O.H. =OVERHEAD STD. =STANDARD WINDOW SCHEDULE NO. SIZE WINDOW FRAME LABEL REMARKS TYPE MATL. TYPE MATL, A 8'-B'X 7'-0" A - 1 AL - STOREFRONT DOUBLE PANE STEEL ANGLE ' '- EA.SIDE TYP. B� 8'-8'X T-0* A 1 AL - STOREFRONT DOUBLE PANE O C 8'-0'X714Y A 1 AL --- --STOREFRONT DOUBLE PANE D 8'-0'X71-0" A - 1 AL - STOREFRONT DOUBLE PANE A 8 C 2 DOOR TYPES: FRAME TYPES: NOTES: R\\\ ❑ EXISTING BUILDING AND ALL GLASS WITHIN 18"OF THE DOOR MATERIAL TYPES: DOOR FRAME TYPES: FLOOR IS TO BE TEMPERED. S.C.B.. . . SOLID CORE,PAINT GRADE,PAINTED FINISH H.M. HOLLOW METAL,NEW CONSTRUCTION TENANT(NO WORK) - ALL 1-HOUR RATED REUTES TO S.C.O. SOLID CORE,WHITE OAK,STAINED AND VARNISHED K.D. KNOCK DOWN,TIMELY OR EQUAL HAVE FIRE SPRINKLER HEAD ON A B 1 N.C.M. HOLLOW CORE METAL,PAINTED FINISH STL. STEEL PER MANUFACTURER EACH SIDE OF WINDOW(U.N.O.). WINDOW TYPES FRAME TYPES ALL GLASS WITHIN 24"OF ANY STL. STEEL PER MANUFACTURER DOOR IS TO BE TEMPERED. TIMELY FRAMES ALLOWED AT WINDOW TYPES: WINDOW FRAME TYPES: NON-RATED ASSEMBLIES. TEMP TEMPERED,114"THICK H.M. HOLLOW METAL,NEW CONSTRUCTION TYPE _ W.G. WIRE GLASS FOR 20 MINUTE FIRE RATING K.D. KNOCK DOWN,TIMELY OR EQUAL,NEW WINDOW AT EXISTING WALL(U.N.O.) v AL ALUMINUM STOREFRONT MIRROR PER P.T.DISP. I' SPEC.,TYP. 1 I 32'-8' 24'-8' 8'-0' (N)FULL HEIGHT 1 ry WALL ' n d w T - '• I co W _ 6'SND FURRNING DATAON k ROOM i PROJECT NAME GYP.BD ABOVE �.- METAL TOILET PARTITIONS y1l��O ''� � ; R \ A4JP8\ 3" TYP.PER SPEC. \ P.LAM.WAINSCOT SCOT BEYOND GYP.8D.ABOVE " 5 \ _ _ --- bd�'Pr 4 TIGARD MIRROR PER SPEC. WAINSCOT TYP. _�' ®.____.- A6K09 --. ___--_--' -_ ___ _______ _ LNFINISHEDSTORAGE DISTRIBUTION B \ MIRROR PER SPEC. HALL AY � _ A4JP1D w I O 4JP 6 CENTER P.T.DISP. P.T.DISP. ! Lr" O O 714.0 O T.P.DISP. W 3 - ti .7 ME 8001 SW HUNZIKER ROAD GRAB BARS,TYP. fO'-�►___ ________ _______ I` A8KQ9' _ � d,,----_----- (� 8 A6KQ8 • TIGAR , OREGON JI D T4.0 4 -- '. LL '^M 6 1 aP 1 714.0 ry v (N)STOREFRONT ----- 12 4. L - - ENTRY PER DETAILS , .. \ ..... .-....... _- - GRAB BARS,TYP. i 1 y 1� AND SPECIFICATIONS � N 1 a 6"BASF T P.DISP ��, 4 1 5 RECEPTION CLERICAL 1 TYP. RESTROOM ELEVATION 2 TOILET ROOM B4JP10 B4JIP 10 �B� ENLARGED RESTROOM FLOOR PLAN 1 1 (N)FU SANITARY 1 318"=1'-0" 3W I*-(- -- , T 1 WALL , 711.0 711.0 711.0 3!e'=1'-0 h ; 8 O LINE - (N)4'SNITMV ' ry WALL LEGEND: i OFFICE O 11rz^ou GENERAL NOTES: ab 1 § B4JP10 FINISH SCHEDULE: Hm 1 OFFICE MIN' to 17, GRAB BARS (E)CONCRETE TILT-UP WALLS TO REMAIN ROOM NAME 1. SEE REFLECTED CEILING PLAN T2.0 FOR CEILING HEIGHTS AND FINISHES II I 1 B 7q B 4JP 10 19' --- -_ ,-.-m- (E)CONCRETE TILT-UP WALLS TO REMAIN FLOOR FINISH A 4 H N 9 713.0 r I 30' 2r2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING WITH !I ' m MAIN CCLR SHIELD NOT WITH 3558'METAL STUD(22 GA MIN)FURRING AT 16' A- EXPOSED CONCRETE SLAB Ill'-21/4- 13'-5 3/ MECHANICAL CONTRACTOR.COORDINATE ALL INTERIOR AND EXTERIOR 1 ---- --------'1 z OIC, BD,AND R-13 INSULATION NOTED BELOW. B- CARPET(CPT.) UTILITY LOCATIONS PRO BEYOND FRONT PRIOR TO CONSTRUCTION. 1 «q.FL(, r�r^, OF URINAL S C- SHEET VINYL(S.V.) __ FU m SPACE n e3 - 2 X 4 WOOD OR 3 SW METAL STUDS AT 16.ON CENTER D- VINYL COMPOSITION TILE(V.C-T.) 3. SEE SITE PLAN(G1.0)FOR ADDITIONAL INFORMATION ON ITEMS THAT ARE 1 / 1 r r r r r 3 1 ' b WITH 5/8'GYPSUM BOARD EACH SIDE.METAL STUD GAGE E- RUBBER TREADS AND RISERS SHOWN OUTSIDE OF BUILDING(WALKS,PARKING,ETC.. C ' �' I ' ' PER TABLE BELOW. / Z i 11 i i r ' ' ; 2 1 REVISIONS '- _- - - i 719.0 I J 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWING:DO NOT SCALE DRAWINGS / 6 _-- -EElkzllt i- __ L______________________ _- ® DATE DESCRIPTION ____ ____ __ FLUSH LEVER ` TO DETERMINE ANY LOCATIONS.THE ENGINEER SHALL BE NOTIFIED IF I ABOVE 1 48- CLEAR SIDE r �-r-1- 2 X B WOOD H 58'METAL STUDS D 18'ON BASE ANY DISCREPANCY OCCURS,PRIOR TO CONTINUING WITH WORK. --- - ----- -- --�- -- -- -- i ' MIN CENTER R WITH 578'GYPSUM BOARD EACH SIDE.METAL SND 0- NONE 58'(WALL HUNG) GAGE PER TABLE BELOW. 4. 4'RUBBER BASE 5. ALL DIMENSIONS ON PLANS ARE FROM THE OUTSIDE FACE OF EXTERIOR -10' 8'� W-W ' S9'(FLP MOUNT) - 6- 8'RUBBER BASE m??z T (FULL HEIGHT)2 X 6 WOOD OR 8'METAL STUDS AT I$-ON WALLS AND CENTERLINE OF INTERIOR WALLS UNLESS OTHERWISE NOTED, 5 NOTE:NO OTHER FIXTURE ALLOWED CENTER WITH 5/8•GYPSUM BOARD EACH SIDE.METAL STUD IN 80'X60'CUR FUR SPACE GAGE PER TABLE BELOW. WALLS 6. ALL GYPSUM BOARD MUST BE TYPE^X^AT RATED WALLS AND ALL USABLE :. PLAN PLAN PLAN SPACE BELOW STAIRS. H- EXPOSED CONCRETE AND PAINT - -- -"-__-- 12• 4Y J- GYPSUM BOARD AND PAINT MIN 1 WALUCEILING INSULATION: K- 4'4Y HIGH PLASTIC LAMINATE WAINSCOT 7. CONTRACTORS OPTION 70 USE WOOD OR METAL STUDS.NOTIFY ENGINEER OF --- 1. LOCATE PER 03 BELOW-THICKNESS: R-13 AT 4•WALL. WITH GYPSUM BOARD ABOVE TYPE PROPOSED FOR APPROVAL OR IF ADDITIONAL DETAILS ARE REQUIRED. i ' MIRROR m ? 39'MIN -VERT G.B. R-19 AT B'WALL/CEILING. CEILING 41-MAX _HORV G.B. 2. VAPOR BARRIER: CONDITIONED SIDE OF DEMISING WALLSICEILINGS INSULATE HOT 8 SEPARATING CONDITIONED AREAS FROM NON-CONDITIONED AREAS. N- EXPOSED ROOF STRUCTURE WASTE WATER b i x 3. PROVIDE INSULATION A7 THE FOLLOWING LOCATIONS: P- SUSPENDED ACOUSTICAL TILE-SEE SPEC. KEY NOTES: LINES g A. EXTERIOR WALLS AND SOFFITS OF CONDITIONED AREAS. 0- GYPSUM BOARD AND PAINT 4 S. ALL RESTROOM WALLS. R- EXPOSED FLOOR/CEILING STRUCTURE C. WALL/CEILING SEPARATING CONDITIONED FROM NON-CONDITIONED AREA MARK DESCRIPTION IN 9'Mn"MIN CEILING HEIGHT 6'MAX TOE CLP. T MIN ig•MAX FIRST URINAL D. TENANT SPACE DEMISING WALL. TOE CLP. 9"MAX MIN E. WOOD DECK FLOOR/CEILING ASSEMBLIES(NON-CONCRETE)(SOUND). 8- 8'-0' O SRE ALL EXISTING ITEMS TO BE REMOVED(CURBS,STAIRS,PAVING,ETC.) F. ROOF STRUCTURE(ALWAYS VAPOR BARRIER). 9- 9'-0" ARE NOT SHOWN FOR CLARITY-SEE SITE DEMO PLAN.11" rn PR�� MI KNEE CUR. TOILET PAPER 14 Iw-w �Q G• DEPTH D16PENSOR AREA S- STRUCTURE O2 WINDOW ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS. 4" S STUD TABLE v- VARIES 1 NE s/ LAV.CLEARANCE W C CLEARANCE URINAL CLEARANCE I ®SIDEWALK NEW CONCRETE SIDEWALK,SEE SITE DETAIL SHEET. �V - - - --------- '--- ------ --- ----= (MINIMUM STUD SIZES) OSTAIR NEW STAIRS AND RAMP PER SITE DETAIL SHEET,PROVIDE C 5 1. pp ANL WEB STIFFENERS NOT REQUIRED TOP AND BOTTOM.SHEATHING STOREFRONT SAFETY GLAZING DETECTABLE WARNING. ADA FIXTURE CLEARANCES AND ACCESSORY HEIGHTS. REQUIRED ON BOTH FACES OF WALL WEB PUNCH-OUTS MIN.OF 1.5 1. PANES OVER 9 SQUARE FEET AND LESS THAN 18 INCHES ABOVE THE FLOOR ® CANOPY NEW STEEL CANOPY ABOVE-SEE EXT.ELEVATIONS AND SECTION. COUNTERTOPS 34-MAXIMUM A.F.F.(ABOVE FINISH FLOOR)TO TOP TIMES WEB HEIGHT FROM EDGE OF BEARING. WITH TOP EDGE OVER 36 INCHES ABOVE FLOOR AND WITHIN 36 INCHES OF FEMININE NAPKIN DISPOSAL 30'A.F.F.TO TOP 2. SEE STRUCTURAL FOR BEARING WALLS.THIS TABLE IS FOR NOW WALKWAY ARE TO BE TEMPERED. O LIGHT REMOVE(E)WALL FIXTURE,PATCH AND REPAIR TO MATCH(E) G(y �9 PAPER TOWEL DISPENSER(P.T.) 40"MAXIMUM TO BOTTOM A.F.F. BEARING WALLS ONLY(L/120),FLEXIBLE FINISHES.STUD SIZED PER 2. ALL GLASS WITHIN 18"OF THE FLOOR IS TO BE TEMPERED. Oj FD FLOOR DRAIN y'9 t9 �Q ICBG ER4943P. 3. ALL GLASS WITHIN 24"OF ANY DOOR IS TO BE TEMPERED. /N G �`(• TOILET SEAT COVER DISPENSER 40'MAXIMUM TO BOTTOM A-F.F.(DO NOT LOCATE OVER GRAB BARS) 4. SEE ALSO SPECIFICATIONS O STRIPING PAINT STRIPING 3-WIDE(BY 2.0'O.C.®ADA LOADING) _- _-"-'" SHOWER SEAT 19"MAXIMUM A.F.F.TO TOP OF SEAT STUD SIZE TABLE 3628125-27(22 GA)AT 18'O/C. -MAX.HEIGHT- 18'-3' O R-WALL RETAINING WALL WITH GUARDRAIL-SEE SITE DETAIL SHEET. Exp 6-30-21 MIRROR 40'MAX.TO BOTTOM-ABOVE FINISH FLOOR(A.F.F.) 362512530(20 GA)AT 24'OIC. -MAX.HEIGHT= 16'-6' 10 NOT USED 400572&27(22 GA)AT 16'DIC. -MAX.HEIGHT= 20'-3' WATER CLOSET(WC) 19'MAX.TO TOP OF TOILET SEAT-A.F.F. 400572530(20 GA)AT 24'OIC. -MAX.HEIGHT- 18'4" DATE INFILL INFILL(E)OPENING WITH CMU AND FINISH EXTERIOR TO MATCH EXISTING. JANUARY 15,2020 TOILET PAPER DISPENSER(T.P.DISP.) 32'TO TOP-A.F.F. 800812530(20 GA)AT 24'OIC. -MAX.HEIGHT= 24'-1' 71 60OS12543(18 GA)AT 24'OIC. -MAX.HEIGHT= 28'-8' SCALE PROJ.NO. GRAB BARS FR36"OM CENTERLINE-D 42' (INSTALL SIDE BARK 1Y 600S 12643(18 GA)AT 18'OIC. -MAX.HEIGHT- 37-10" 12 LID SIGN I TEM,ED TO READ:*NOT RAT AND RHONE/DATA'ROOMS N HAVE NOTED 20190403 FROM BACK WALL AND AL LONG-INSTALL BACK 800612543(18 GA)AT 24.0/C. -MAX.HEIGHT: 38'-g SIGN INSTALLED TO READ:"NOT RATED FOR STORAGE-MAINTENANCE ACCESS ONLY' BAR AT 6'FROM SIDE WALL AND 38'LONG TVP.) 800812543(18 GA)AT 18'O/C. -MAX.HEIGHT- 41'-8' DRAWN CHECKED PAPER TOWEL DISPENSER(P.T.DISP.) 40-MAX TO BOTTOM-A.F.F. KWK HGK LAVATORY(LAV) 29'CLEAR AT FRONT AND 34"MAX TO TOP-A.F.F DRINKING FOUNTAIN(D.F.) 271 CLEAR AT LIP AND 36"MAX AT SPOUT-AFT. FLOOR PLAN & (PROVIDE TWO PER MECH.SPEC.) NOTE: SEE SHEET 713.0 FOR A ENLARGED TENANT IMPROVEMENT FLOOR PLAN EXTERIOR ELEVATIONS NOTES: _ DETAILS 1, SEE SPECIFICATIONS FOR ALL TYPES AND SIZES OF FIXTURES AND ACCESSORIES. 2. PROVIDE INSULATION(OR BOOT)AT HOT AND WASTEWATER LINES BELOW SINK ALLOW NO SHARP OBJECTS UNDER SINK. r T1 . 0 BUILDING PERMIT SET 02/07/20 AT POST PROVIDE RSP RDExAWITH VLMK (2)GRAVITY FASTENERS PER DETAILIL TY TO 7/8'WALL MOLDING ATTACH STRUCTURE ABOVE AND(2)#10 SELF DRILLING TO WALL WITH 06 SCREWS SCREWS TO POST "Y ALOCKING SREOESOLID ENGINEERING + DESIGN BLOCKING AS REQUIRED VERTICAL POST PER TABLE I. NATE: tet, NOTCH POST AT BASE AND DIMENSION TO BE 1/4 THE B• r 718"WALL MOLDING ATTACH PROVIDE(2)#10 SELF DRILUNG LENGTH OF END RUNNER IF I 'kTa• �'' TO WALL W/#6 SCREWSKelly3933 SW PER MECRK ICAL DRAW SCREWS INTO MAIN RUNNER y x Venue PERMECHANICALDRAWINGS, IT AT24'O.C.PROVIDE SOLIDPortland, Oregon 97239 /�i',,,y' BERC2 CLIP PER LIGHTING PER ELECTRICAL 12 GAGE HANGER WIRE TVP BLOCKING AS REQUIRED 1 i2 GAGE HANGER WIRE d o 503.222.4453.4453 DETAIL THIS SHEET DRAWING IN VERTICAL POST. \ �AT PERIMETER TO EACH MAIN O° 12GA HANGER WIRE VLMK.COM HANG FROM 3 GAGE \ OR CROSS MEMBER WOOD SCREW WITH EYE SPLAY WIRES AS RED'D W/#8 SCREWS ONLY SCUD BLOCKING 7/8' / TO WALL TO AT CHT,TY �` SUSP.AT.CEILING HEIGHT,TYPICAL ,p AT 10'-0"A.F.F.TVP 7/8'TRACK A BERC2 CLIP ATTACHED TO Q, SUSP.AT.CEILING EDGE TYPICAL MAIN W. CROSS TEE G ` AT&-T A.F.F.TYP. SCREW.CLIP LOCKING LANCE � -� ' •' OVER VERT LEG OF WALL MOLDING 4 "-"- 10 CEILING TILES PER JATTACHED SPECIFICATIONS '� WALLS-USING•SERCZ'CLIP - r REFLECTED CEILING LEGEND: , A7/B'WALL MOLDING ATTACH i ! TRAPEZE HANGER WIRES J /' ' AT DUCTWORK AND OTHER r 12 GAGE HANDER HARE B•M_ a / ' GYP.BD.CEILINQ AT 7-0•X4'-0•SUSPENDED ACOUSTICAL CEILING TILE LARGE OBSTRUCTIONS ATa'-0'O.C.TYPICAL 9-0"A.F.F.TYP. >v �% TO WALL W/#6 SCREWS I SEE SPECIFICATIONS Ai- I AT 24'O.C.PROVIDE SOLID BLOCKING AS REQUIRED ' MIN(3)TURNS AT / / -- T12 GAGE BRACE WIRES. SOLID BLOCKING o, ALL WIRE TIES / SEE NOTE 3. BETWEEN STUDS 12GA HANGER WIRE (2)SLACK WIRES AT FIXTURES LESS AT CEILING IN `Y GYP.8D.CEILING AT GYPSUM BOARD CEILING(U.N.O.) �# ��SPLAY WIRES AS REQ'D 94Y A.F.F.NP. THAN 56#.SEE NOTE 8 BELOW. CROSS TEE AT COMBUSTIBLE W/#B SCREWS ONLY PROVIDE POSITIVE CLIP FROM 2'-0"O.C.MAX MAIN RUNNER AT 4'-W O.C. CONSTRUCTION =` TO WALL MAXIMUM.VERIFY EXACT SPACING j/'� FIXTURE TO MAIN RUNNERS (717,2y .I�,Il\' - - 2'-0'X 4-0'FLUORESCENT LIGHT FIXTURE WITH CEILING MANUFACTURER. ) POP RIVET �� I �- 710• PROVIDE2"OVER-SIZE RING A7 ALL O0 A CEILING SYSTEM ISOMETRIC PENETRATIONS THROUGH CEILING TILES P-D"X 4'-0'FLUORESCENT LIGHT FIXTURE NTS (ALLOW FOR FREE MOVEMENT OF 1-MIN 4 IN ALL HORIZONTAL DIRECTIONS) PLYWOOD SHEATHING NOTE:NOT REQUIRED AT SPRINKLER HEAD r TABLE ATTACHED WALLS-USING POP RIVET _ ' ' --- 7-0'X 4'-0•FLUORESCENT LIGHT PENETRATIONS USING'FLEXHEAD'SVSTEM /l (- GENERAL NOTE: VERTICAL POST MAXIMUM LENGTH • , / 7 lO FIXTURE(ON EMERGENCY CIRCUIT). BRACE WIRE CEILING SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH ASCE 7-05 SECTION 13.5.8.2.2. II 72.0 E AND SHALL BE A-HEAVY DUTY'T-BAR GRID SYSTEM INSTALLED IN ACCORDANCE 1'DIA EMT U4'DIA EYE-SCREW WITH WITH C.LS.CA(REF 9.8.17)(MAY 2004)PUBLICATION FOR DIRECT HUNG ACOUSTICAL STEEL CONDUIT - INCANDESCENT DOWNLIGHT I I TILE AND LAY4N CEILINGS FOR SEISMIC DESIGN CATEGORIES D-F.SEE ALSO SPECIFICATIONS. 8 f 7/8 WALL MOLDING ATTACH (3)TURNS TYP 1 1/Y MINIMUM PENETRATION, i' �{ ANCHOR AT TOP ONLY,SCREW BRACING NOTES: BUILT-UP POST. "uT „ TO WALL W!#6 SCREWS yJ EXHAUSTFAN MUST ALIGN WITH WIRE 45' SEE SECTION 20'-0" AT 24.O.C.PROVIDE SOLID I �� . . 1' 1.) ALL DIMENSIONS AND NOTES SHOWN ARE TO BE CONSIDERED`TYPICAL'THROUGH BELOW BLOCKING AS REQUIRED SUSPAT CEILING GRAVITY WIRE OUT THIS DETAIL. AT 10'-0'A.F.F.TYP. NOTE - BRACE WIRE 2.) POSTS SPECIFIED ARE ADEQUATE UP TO LENGTHS SHOWN IN TABLE I. PROVIDE POSTING AND DIAGONAL 12GA HANGER WIRE 1. THE LIGHTING LAYOUT IS SCHEMATIC AND IS TO BE NOTE: 3. BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45 DEGREES TO THE PLANE OF THE BRACING AT 8'-0"O.C.OFF OF COORDINATED WITH THE ELECTRICAL DESIGN BY BIDDER. ALL WIRES TO BE 12 GAGE ) WALLS AND 17-0'O.C.IN FIELD. 3/4' d �-SPLAY WIRES AS REQ'D CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION.BRACE _♦ c" O� UNLESS OTHERWISE NOTED 1/4'DIA EYE-SCREW WITH WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. SEE PLAN BELOW MAX W/#8 SCREWS ONLY 2. CEILING GRID LAYOUT IS TO BE COORDINATED BETWEEN ALL • TO WALL I��If SUBCONTRACTORS INVOLVED WITH CEILING CONSTRUCTION (SEE NOTE 9.FOR FIXTURE WIRES) 1 12'MINIMUM PENETRATION 4.) 12 GAGE VERTICAL HANGING WIRES ARE TO BE INSTALLED AT A MAXIMUM OF 4'-0'O.C. 718" ``` i I (FIRE SPRINKLERS,MECHANICAL,ELECTRICAL AND LIGHTING). GRAVITY WIRE ALONG MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT 3 112'X 20 GA STUD L u BEND AROUND OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX,A ,_ #8 TEK SCREWS AT 3. EXHAUST FAN CONTROL TO BE TIED TO LIGHT IN TYPICAL SUPPORT WIRES WOOD JOIST COUNTER WIRE MUST BE INSTALLED. 1T O.C.(STAGGER) BERC2 CUP WITH LOCKING `�� RESTROOMS TYPICAL. 5.) IT IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACROSS THE BULB OF LANCE CLIPPED OVER VERTICAL • O THE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING BUILT-UP POST SECTION LEG OF WALL MOLDING E CONSTRUCTION,THEN THREE TIGHT WRAPS AT EACH CONNECTION. (.) ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A VERTICAL HANGER WIRE WITHIN 8"OF EACH WALL OR CEILING DISCONTINUITY. i1 UNATTACHED WALLS-USING BERC2'CLIP 7.) LAG SCREWS OR FASTENERS FOR ALL HANGER OR BRACE WIRES SHOULD BE EMBEDDED (FLOATING CONN) B INTO THE STRUCTURE A MINIMUM OF 1 12". B BJ FIXTURE ATTACHMENT T?1� 12� .r D ALTERNATE SYSTEM NOTES: A) FIXTURE WEIGGHT-10 LBS OR LESS.(1)NO.12 GAGE WIRE FROM FIXTURE b MAX 1. DETAILS SHOWN ARE FOR ALTERNATE PERIMETER CONDITIONS ONLY.FOR TO STRUCTURE ABOVE(CAN BE SLACK). 1 Q GRID BALANCE ETAIL THIS SHEEOTES AND REQUIREMENTS SEE SEISMIC CEILING B.) FIXTURE WEIGHT-56 LBS OR LESS,(2)NO.12 GAGE WIRE ATTACHED AT $ p 2. PERSCRIPTIVE DESIGN METHOD USED VERSUS ENGINEERED DESIGN METHOD. DIAGONAL CORNERS OF FIXTURE TO STRUCTURE ABOVE(CAN BE SLACK). SPECIAL INSPECTION NOT REQUIRED REFLECTED CEILING PLAN C.) FIXTURE WEIGHT-GREATER THAN 56 LBS.MUST BE INDEPENDENTLY 3. SYSTEM AS SHOWN TO BE'HEAVY DUTY•GRID SYSTEM SUPPORTED FROM THE STRUCTURE ABOVE. h 4. PENATRATION HOLES FOR SPRINKLER HEADS MAY BE REDUCED IF'FLEX 9.) WIRES TO PENDANT MOUNTED FIXTURES MUST BE 9 GAGE AND THE FIXTURES MUST BE HEAD'(FLEX LINE AND BRACKET)IS PROVIDED TO LIMIT MOVEMENT OF INDEPENDENTLY SUPPORTED TO STRUCTURE ABOVE CEILING. '. HEAD TO 1/4".SEE DETAIL THIS SHEET. 10.) ALL HANGER WIRES SHOWN ARE TO ATTACH TO STRUCTURE DIRECTLY ABOVE UNLESS 5. MAX AREA OF CEILING TO 2,500 SQ,FT.WITHOUT SEISMIC SEPARATION SHOWN OTHERWISE.SEE DETAILS AT RIGHT. JOINT OR PARTITION WALL BREAK.SEE DETAILS THIS SHEET IF REQ'D 11.) SEE ALSO SPECIFICATIONS DIVISION 1 AND DIVISION 9 FOR ADDITIONAL REQUIREMENTS. BRACE TYP (FI%ED CONN) ,D6. MAX WEIGHT OF CEILING SYSTEM TO BE 2.75 POUNDS PER SO.FT. PROJECT NAME 12.) CEILINGS OVER 2,500 SO.FT.IN AREA REQUIRE SEISMIC SEPARATION JOINTS.SEE T SPLAY WIRES TO BE SCREW ATTACHED ONLY. B TYPICAL HANGER WIRE CONNECTIONS TO STRUCTURE DETAILS THIS SHEET IF REQUIRED. n TYP BRACING PLAN TIGARD 1 SEISMIC CEILING GRID DETAIL STANDARD CEILING PERIMETER DETAIL DISTRIBUTION T2.0TICL100.dw0 -,.'0. T2.o T10001 dwg 3"=1'-0' CENTER 8001 SW HUNZIKER ROAD 2X BLOCKING SAME WHEREWALL HITS TIGARD, OREGON DIRECTLYECTLY ONNSUB-PURLIN DOUBLE TRACK PER 2X BLOCKING 2'-0' 10'-0'MAX.AT GREATER THAN WALL TOP TRACK SIZE TABLE 10'0 BRACE WALL TO FLOOR OR TRACK BELOW ROOF ABOVE PER WALL BRACE DTL , BRACE BASE ATTACH BRACE TRACKS SPACE BETWEEN TRACK - r} TRACK TOGETHER WITH(2)#8 SCREWS SPRINKLER E DESIGN FI SEE BIDDER DESIGN FIRE AND STUD/GYP.BD.IS 112' / AT 12'0 C. h - PROTECTION DRAWINGS f- DIAGONAL BRACING � CORRUGATED STAINLESS STEEL 2X BLOCKING A7 BRAIDED"FLEXHEAD"SPRINKLER 1 SA T-CEILING I HEAD DROP PER MFR. STUD WALL PER PLAN (/ ROOF PURLIN 24'O.C. ATTACH BRACE BASE TRACK 1 SEE-STRUCTURAL TO WALL TOP TRACK WITH �`-./ HEAD TRACK TO BE 16 GA.WITH 21/2' NOTES SAME AT 1 DETAIL A(PERP.) (2)#8 SCREWS AT 12'O.C. LEG-ATTACH WITH(2)#B SCREWS ROOF SUB?URLIN ROOF SUB-PURLIN STUD WALL AT EACH SUB-PURLIN SEE-STRUCTURAL SEE-STRUCTURAL STUD WALL PER n 90 DEGREE ELBOW PER PLAN PLAN °, PER MECHANICAL PLAN ;; A PERPENDICULAR TO PARALLEL WITH -_. MULTI-PORT CEILING GRID /`1 SUB -PURLIN SUB-PURLIN 112'X11/7 X 3' ao GA ANGLE wl(a) NOTES: ADJUSTABLE FLANGE -► MOUNTING BRACKET #6 SCREWS. 1)AT 6'STUD WALL USE 60OT150-43 E� STUD TABLE FOR WALL TOP TRACK _ DOUBLE SUB-PURLINS EXTEND GYP. AT BRACE LOCATIONS BD.TO ROOF (MINIMUM STUD SIZES) b TRACK SIZE TABLE (9'-0" TALL WALL) i. WEB STIFFENERS NOT REQUIRED TOP AND BOTTOM.SHEATHING FINISHED CEILING 3r , t1 _ (4)#12 WOOD SCREWS DECK TVP. SUB PURLINS__ __ _ _ _ REQUIRED ON BOTH FACES OF WALL.WEB PUNCH-0UT5 SHALL 9 FIN CEILG. LENGTH TRACK SIZE PER PLANV ,\ - -- - --- ----- NOT OCCUR WITHIN 121NCHE5 OF BEARING. SEE PLAN SUSPENDED CEILING 0'-0'-17-6" (2)4007150 43(BOXED) 2. SEE STRUCTURAL FOR BEARING WALLS.THIS TABLE IS FOR INTERIOR. 31/2'x25 GA.STUD 17.8'-1541' (2)4007150-03(BOXED) CEILING TILE PER SPRINKLER HEAD ° ° NON-BEARING WALLS ONLY(L240 WITH 5 PSF LATERAL),FLEXIBLE _-......... �..('\ _. -_....___ REVISIONS DIAGONAL BRACING - - __--- SPECIFICATIONS SEE BIDDER DESIGN FIRE -y ) FINISHES.STUDS SIZED PER CURRENT AIS-50 KS SPECIFICATIONS. 15'-6--2741' (2)800715043(BOXED) PROTECTION DRAWINGS I`" ZO GA.3'X 3'ANGLE Fy=33 KSI FOR 18 GAGE AND LIGHTER(Fy-50 KSI OPTIONAL). STUD WALL PER PLAN CROSS TEE NO BRACE IF ® DATE DESCRIPTION , NOTE: ATTACHED TO STUD SIZE TABLE 1.PARTITION BRACING OCCURS4 BRACING DETAIL 6 SPRINKLER HEAD DETAIL SU&PURLINS ra JOIST/GIRDER AS OCCURS 362S1254?(22 GA)AT 16'O/C. -MAX.HEIGHT= 16'-0" AT ALL PARTITIONS WITH GREATER JOIST 382S12533(20 GA)AT 24'OA:. -MAX.HEIGHT= 160 THAN 10'-0'UNSUPPORTED LENGTH. T2.0 TIW L202.dwg 3"=V-0" T2.0 TICL102.dwg 3'=1'0 (2)20 G0.METAL DEPTH4008125-27(22 GA)AT 16'O/C. -MAX.HEIGHT= 17'-(Y 2.SEE ALSO PLAN FOR LOCATIONS STUDS AT 4'-0'O.C. 4005125.33(20 GA)AT 24.OIC. -MAX HEIGHT= 160 OF DIAGANOL BRACING PER LEGEND 600S12533( GA)AT 24'O/C. -MAX HEIGHT= 201-61 0.145 POWDER DRIVEN WALL ANCHORS - AT24'O.C.PER SPECIFICATIONS `•�` 60OS137-43(1818 GA)AT 24'O/C. -MAX.HEIGHT= 28'-0" B -0 8005137-43(18 GA)AT 'O/C. -MAX.HEIGHT= 34' • `, 80031 37)3(18 GA)AT 24'O/C. -MAX.HEIGHT= 32'-0' (Z)#8 SCREWS SDOS137-43(18 GA)AT 16-O/C. -MAX.HEIGHT= 391-6" SECTION INTO JOIST AT DETAIL NOTES: 1T O.C.STAG. EXTEND 20 GA 3'X WANGLE OUT TO ALLOW FOR GYP.BD.LAP 1_ WOOD CROSS MEMBERS AND BLOCKING SHOWN.PROVIDE METAL WALL-TOP TRACK SIZE TABLE(WALL HT TO 13'-0-) STRUCTURE ABOVE LAP GYP"BD.2 SLOTTED TRACK COMPONENTS AT NON-COMBUSTABLE CONSTRUCTION. STUD WIDTH-312' TRACK#350712543 (FLOORIROOF)SEE / MIN-TAPE PER • • SPEC. SLOTTED HEAD TRACK TO BE 16 GA. STUD WIDTH-3 6#5-' TRACK#362T125-43 PLAN AND STRUCTURAL -% 2. THIS DETAIL IS FOR FULL HEIGHT WALLS.FOR WALLS THAT WITH 212'LEG-ATTACH TO STUDS DRAWINGS _ ! '. � EXTEND ONLY PAST THE SAT.CEILING,THEIR BRACING AND STUD WIDTH-4" TRACK#4007100-43 WITH 2 #8 SCREWS AT MID POINT STUD WIDTH-5 12" TRACK#550T100-30 OF SLOT CONNECTIONS TO STRUCTURE SEE DETAILeORe STUD WIDTH-S' TRACK#600TI00-30 DRILLER REW HO, _ DRILLER SCREWS 3. 212'LEG SLOTTED TRACK: A4.0 A4.0 TRACK TABLE U.N.O.ON DRAWINGS OR DETAILS (3)#10 SCREWS TYPICAL TO ROOF FRAMING OR BLOCKING (MFR.70 BE SCAFCO OR EQUAL) STUD PLAN 0.146 POWER DRIVEND PROFESS 3 WALL BRACING DETAIL ANCHORS AT 2Y Q.C. � I Ne 72.0 nrr wLzoo.dw2 t =r-0' 20 GA STUD BRACE 10'-0'O.C.EACH WAV SCREW 70 FRAMING ABOVE ( ; GIb{,VIV• • PARALLEL WITH CUT STUD FLANGES AND p �( 9 • • ' FOLD WEBS ALONG TOP PURLIN G Y 1 OF CEILING GRID.SCREW y 19+ Q 8 )#8 SCREWS BRACE qVG/NG•K��' (2)#8 SCREWS EACH SIDE DEMISING WALL DETAIL Exp 6-30-21 ' L3X3X20GA_%0'•3'MIN. 72.0 TIWL100.dwg 1'=1'-0' DATE ANGLE WITH MIN.(3) JANUARY 15,2020 #8 SCREWS SCALE PROD.NO. SAT.CEILING NOTED 20190403 CDRAWN CHECKED COMPRESSIBLE KWK HGK GASKET STUDWALL PER REFLECTED PLAN CEILING PLAN AND 5 BRACING DETAIL DETAILS 72.0 TIWL201.dwg 3'=1'0 r T2 . 0 BUILDING PERMIT SET 02/07/20 VLMK tLL ENGINEERING + DESIGN u� STUD FURRING PER PLAN STUD WALL PER PLAN \ EXISTING BLUE ACCENT GRIND NEW 12'RADIUS TYP. EXISTING CONCRETE _u __-- __-_ 291-T BAND/� BAND 70 REMAIN O y TILTTINPANEL H.M.FRAME TYPICAL T.O.W. B \ C// D E 3933 SW Kell Avenue Portland, Oregon 97239 SHIM AND SEALANT TYP. ( EXISTING BODY COLOR EXISTING BODY COLOR SUSPENDED CEILING PER i ALL EDGES OF STOREFRONT (IJGHT GREY)TO REMAIN PER SPECIFICATIONS PLAN AND SPECS. (BEIGE)TO REMAIN ,gyp VLMK.COM T.O.NEW OPENING --_ LINE OF pp SEE ELEVATIONS F � GRINDNEW3/4•CHAMFERTYP. JAMB BEYOND ;p SEALANT TYP.BOTH SIDES WRAP GYP.BOARD AND '� m EXTEND TO WINDOW SYSTEM 4 ---- NEW CANOPY ALUMINUM STOREFRONT Q v PER SPECIFICATIONS J-METAL AT GYP.BOARD m NEW STOREFRONT EDGE. CAULK BETWEEN WINDOWS CONCRETE SEALER AT PANEL EDGE AND WINDOW EDGES PER SPECIFICATIONS TYP.ALL SIDES OF OPENING NEW ALUM.STOREFRONT 1 0 — a-0 _..�..—_ ._.._—.-_.__-.._._ WINDOW PER SPEC. I I —_— 2^ DOOR PER SCHEDULE HEAD 1 WINDOW HEAD DETAIL 6 DOOR JAMB DETAIL j SILL a-0 - -- - 1_L _____J-L _1 L T3.0 3 '1`0 T3.0 3 .1-0' ____________________ .._-_____L _ FIN.FLR. NEW N-0'X 7'-0'MAN DOOR EXISTING WAINSCOT EXWrM MASONRY NEW CONCRETE RAMP STUD FURRING PER PLAN (DARK GREY) BUILDING TO REMAIN TO NEW ENTRY TO REMAIN (NO WOR" SEE PLAN FOR OPENING SIZE NEW Ir-0'x 14'-0' AND MULLION SPACING °VERHEAD DOOR 8 NORTH ELEVATION �"�� (E)PILASTER BEYOND \;[3y BUILDING'A' I ({: WRAP GYP.BOARD AND EXTEND TO WINDOW SYSTEM I`(( GRIND NEW 12'RADIUS TYP. 1 ( J-METAL AT GYP.BOARD EDGE. CAULK BETWEEN f GYP.BOARD AND WINDOW (/ O (E)DOWNSPOUT \�.'��/ EXISTING MASONRY BUILDING O TO REMAIN(NO WORK) CONCRETE SEALER AT PANEL .-' EDGES PER SPECIFICATIONS TYP.ALL SIDES OF OPENING 20 Ot N T.O.W. - ', REMOVE(E)DOOR,ENLARGE OPENING AND REPLACE WITH EXTERIOR FACE NEW ALUM.STOREFRONT NEW WINDOW AS SHOWN WINDOW PER SPEC. NEW WINDOW SHIM AND SEALANT TYP. ALL EDGES OF STOREFRONT 10-T PER SPECIFICATIONS B.O.CAN. GRIND NEW 3/4•CHAMFER TYP. EXISTING TILT-UP HEAD _ CONCRETE PANEL ' (N)STICKPIN INSULATION TO 8'-0' SILL 3'-1 0 FIN.FL ROOF DECK ABOVE V R. 2 WINDOW JAMB DETAIL a-r T3.0 : IL--- ----------------_.______.___---------- ------- '-,---_. r CONCRETE SEALER AT PANEL NEW ALUM.STOREFRONT INFILL DOOR OPENING WITH 9 PARTIAL WEST ELEVATION EDGES PER SPECIFICATIONS WINDOW PER SPEC. NEW CMU PER DETAIL AND T3. BUILDING 'A' 1r77Z PROJECT NAME TVP.ALL SIDES OF OPENING -- FINISH TO MATCH EXISTING INSTALL SEALER ON CONC.PRIOR -------- ----- --___________-_---_-_-____________________----_--____ PER/IS4.0 SYSTEM WEEP JOINT.NO WINDOW INSTALL PER SPEC. i FLASHING TIGARD SEALANT ALLOWED.KEEP I CANOPY FRAMING PER PLAN ,1 CLEAN MDO PLYWOOD(PAINT) DISTRIBUTION 1 i B.O.OPENING CENTER 1 1/2•DIA.HALF-ROUND SEE ELEVATIONS i STANDING SEAM GRIND NEW 3/4'CHAMFER TYP. METAL ROOFING BUTYL ROD AND SEALANT GRIND NEW I2'RADIUS TVP. ; II ----: _ ; TYP.FRONT AND BACK �- - ') 8001 SW HUNZIKER ROAD SHIM AND SEALANT TYP. T4.0 ; ) --------- ; GUTTER AT NEW CANOPY ALL EDGES OF STOREFRONT , ;__-_ TIGARD, OREGON STUD FURRING PER PLAN PROVIDE DOWNSPOUT PER SIT3.0 PER SPECIFICATIONS LL EXISTING CONCRETE ; TILT-UP PANEL � ❑___: --. i B.O.CANOPY 1 I 3 WINDOW SILL DETAIL L (N)SAT.CEILING TMATCH �, WINDOW HEADER T3.0 3 1 EXISTING XISTING L• NEW ALUM.STOREFRONT EXISTING CMU WALL WINDOW PER SPEC. 1 'II i NEW STOREFRONT WINDOWS AND DOORS AT ENTRY I CONCRETE SEALER AT PANEL SYSTEM WEEP JOINT.NO EDGES PER SPECIFICATIONS 2 SEALANT ALLOWED.KEEP TYP.ALL SIDES OF OPENING CLEAN (E)CONCRETE FLOOR SLAB i I I 1 /2'D0.STEEL GUARDRAIL AT42'ABOVE NOSING AT CURB REVISIONS _ .�,•. � 1 BEYOND TVP. .4... •. I HORIZ.RAILS SPACED TO 1 12'DIA.STEEL HANDRAILAT 38'ABOVE ® DATE DESCRIPTION PROVIDE r MAX.CLEAR SPACE NOSING ATTACH TO GUARDRAIL WITH QQ�,{Q�j'J �S,�j BETWEEN AT GUARDRAILS TYP. METAL BRACKETS TYP. BUTYL ROD AND SEALANT /) Y%d-'b-t` m�'^'� TYP.FRONT AND BACK s 11>1 I r SHIM AND! TVP. ' r1 12' 2' ALL EDGES OF STOREFRONT .. _ - HEAVY TOOLED GROOVES FULL 3/4'RADIUS NOSING ——- — �� PER SPECIFICATIONS ) , ' WIDTH AT EA.TREAD B.O.MULL '� --{ ---- I ! 4 WINDOWSILL DETAIL T3.0 r=1.4 (E)CONSTRUCTION TO REMAIN USE CAUTION TO PROTECT '. #4 NOSING BAR AT EACH TREAD WITH#4 NOSING BAR AT EACH TREAD WITH WALL BEYOND 1' QED PR OFFS -- - -- - - -----............. 1 N Fe�S/may FACE OF(E)CONC.� L _ j . - 'o.' . . _ �5 WALL BEYOND NEW Al UMINUM STOREFRONT ' - GJ`A6yVLIV. DOOR ER SCHEDULE ' 2 BEYON UM STOREFRONT FRAMEn(K-)..l1nn0�+/��1 1E./j� Q� ., 4 `� 23'' y`GCr )9, ,99 Q } "! , m CCR_ T3.0 REINFORCE LAr P, Iwo' `�' AT BOITOM PER SITE LAN �Vt/N G. DOOR SWEEP PER I �� SCHEDULE THRES OLD PER SCHEDULE BARS AT 24'OC EACH WAY 6 .. A.C.PAVING (271A O.N.)SET IN MASTIC PER SITE PLAN Exp 6-30-21 (E)CO RETEFLOORSLAS DATE JANUARY 15,2020 - 8'CONCRETE SIDE WALL BEYOND SCALE PROD.NO. L ' WITH#4 BARS AT 12'ON CENTER . . NOTED 20190403 EACH WAY i M BARS AT Ir OC 2'STANDARD PIPE INSERTS EMBEDDED IN DRANO CHECKED EACH WAY CONCRETE 4-FOR GUARDRAIL WITH(2) KWK HGK OPPOSING#3 TIES X 12• EXTERIOR �/ pRQ ELEVATIONS, �'� r SECTION & DETAILS s / 5 DOOR SILL DETAIL t7� WALL SECTION T T3.0 7-1`0 T3.0 3a'=1'-0 1 O BUILDING PERMIT SET 02/07/20 2 VLMK ENGINEERING + DESIGN (E)GRADE DOOR AOCCURS S PLAN 3933 SW Kelly Avenue #4 REBAR AT 48'OC VERT. Portland, Oregon 97239503.222.4453 VLMK.COM (E)8-CMU WALL TO REMAIN g-p #4 REBAR AT 24.00 FLUSH BLOCK TO OUTSIDE CENTER IN BLOCK FACE OF EXISTING CMU C8 �9 (E)T'VXTIT t R •\1/4 MANDOOR ASOCCURS SEE PLAN L4 X4 -------------- o . L4 X 4 X 114o i I 5 I I I I A it I I I _ I I j I L4 X 4 X 1/4 _L.............�__�_,.. _ –._._ I I I I I L4 X4X1/4 NOTES: '4� '� • , 1)EPDXY ENDS OF REBAR INTO CMU WITH 8•CMU GRADE N 4'EMBED USING SIMPSON SET EPDXY. TYPE 1 MEDIUM WT.UNITS _........._.........._ _ _..._. . _ .. ..... WITH TYPE S MORTAR 4 2)LAP BARS 24•AS REQUIRED AT SPLICE h^'15W pal T3.0 LOCATIONS. FULLY GROUTED L4 X 4 X 1/4 1 CMU INFILL ELEVATION ol L4 X4X 1/4 I p II L4 X 4 1l4 i L4%4X1/4 I b u . (N)STICK PIN INSULATION TO m I ROOF DECK 'C•CLOSUREAEDGER AT STUD WALL I GAGE TO BE SAME AS JOISTS PROVIDE La X a X 1/4 I (3)SCREWS TO EACH STUD l 314'PLYWOOD SHEATHING L4%4 X 1/4 T i 2%4 NAILER(RUN GYP.BOARD b UP TO TOP OF PLATE) b' R-191NSULAT[ON _ 8'X 18 GA JOISTS AT 18'O.C. _ I PROJECT NAME I 1 - 8 X 18 GA RIM JOISTL4 X 4 114 % �; ( I , TIGARD FUR �+ ' AND LEGWALL NDSCRRPLAN 1 _ � ,�_ _�_t �_ )_)_ �_�_�_ __ R,f4� X L4X4X 1/4 L4 1/4 L4X4X 1/4 K DISTRIBUTION AND LEGEND SCREW TO •- . x • X 4 X E INSIDE LEG OF TRACK TO b PREVENT CONTACT WITH -�' ( n m �b xl x x x iO CENTER bbb EXTERIOR WALL S C6 J I CB J I C6 J.I_ 518'GYP BOARD R-19 INSULATION AT WALLS 12•AIR SPACE WAREHNOFFICE ANDti 8001 SW HUNZIKER ROAD _� WAREHOUSE R-13BATTINSULATK%N PER PLAN AND SPEC. STUD WALL ' '� B-0• g_p PER PLAN s-0• s'-0" TIGARD, OREGON �.. 'v TILT WALL NEW OR `1 EXISTING 33'-8' I �^ NOTES: 4 JOIST SIZES ARE FOR 10 PSF UNIFORM LOADING(LIII WHICH INCLUDES T4.0 ACOUSTIC CEILING TILE AND GRID AND BASIC MECHANICAL DUCTWORK LOADING FROM EXTENSIVE MECHANICAL AND ELECTRICAL SYSTEMS MUST METAL STUD TRACK WITH BE VERIFIED BY ENGINEER. 0.145'DIA POWER DRIVEN DO NOT APPLY PLYWOOD DECKING OR ANY LOADING TO TOP OF JOISTS �� ANCHORAPOWT Zr POWER P WITHOUT FIRST CONSULTING ENGINEER. L7 3 CANOPY FRAMING PLAN CEILING JOIST SCHEDULE 4.L N""o _C NO BRACING BRACING AT BRACING AT NOTES: MIDPOINTS 113 POINTS 600S137.33 9'-9'MAX SPAN 13'-11•MAX SPAN 14'1 MAX SPAN 1)CONTRACTOR TO VERIFY ALL . DIMENSIONS AND ELEVATIONS WITH 60 8003182-3I62-33 11'-1•MA%SPAN 14'-1'MAX SPAN 14'-1•MA%SPAN ARCHITECTURAL DRAWINGS. AT 24.O.C. 2)DESIGN LOADS: AT IS` CONCRETE SLAB 243 13'J'MAX SPAN 19'-2'MAX SPAN 21'•8"MAX 9PAN DEAD 15 PSF AT 18'O.C. LIVE = 50 PSF 24'O.C. AT 2-43 11'-11'MAX SPAN 1T3'MAX SPAN 18'-Y MAX SPAN (OFFICE)+15 PSF(PARTITION) AT 24" �21_CEILING FRAMING DETAIL LIMIT GIRDJOISRDEFLDEFLECDEFLEION CTION TO LLII TU240 LIMIT GIRDER DEFLECTION TO TL/240 4. 3)BOTTOM OF CANOPY ELEVATION=114". REVISIONS ® DATE DESCRIPTION FLASHING IL 12-X 8'W x 1'•9• - W/(3)12•DIA THRU-BOLTS 7-1 L4 X 4 X 114 FRAMING AND STEEL DECK TO MATCH EXISTING CANOPY i' STANDING SEAM -- - METAL ROOFING 12 .. . 3 m e GUTTER AT NEW CANOPY PR PROVIDE DOWNSPOUT PER 9/x3.0 \� I NFF� �p Fo � • ." 10'2" B.O.CANOPY `G 1r�' S Y 79, 1/4'GUSSET PLATE ��/N G, EXISTING CRU WALL AND C6 PER PLAN Exp 6-30-21 DOUBLE BOND BEAM 114 DATE JANUARY 15,2020 SCALE PROJ.NO. . NOTED 20190403 ��'] CANOPY DETAIL DRAWN CHECKED 4. KWK HGK CANOPY FRAMING PLAN AND STRUCTURAL DETAILS T4 . 0 BUILDING PERMIT SET 02/07/20 General Specifications anchors,etc.,including,but not limited to,wall and roof bracing,lifting and handling Inserts and devices, equipment. wide annular corrugated coupling bands and 1/2 Inch thick by 12-inch wide rubber gaskets. (e) - Pozzulec 20 required for concrete placed below 40 degrees Fahrenheit. v L M K trench shoring,forms,etc. E.5.d. Minimum density(per ASTM D-1557)as follows: JA4 K Catch Basins: Shall be 24 inch square and minimum 30 inch high(see plan for sump C.3. Use T I Cement, r ASTM C-150 unless otherwise a roved. TDC Bldg. A T.I. Ype ve PP J.2. Contractor shall consider consW ction loads whenever such loads are in excess of normal design loads. E.S.d.a. APPLICATION See note 3 below COMPACTION requirements),unless otherwise indicated,with 28 inch square standard cast iron grate and ENGINEERING + D E 5 I G N ( ) C.4. Aggregate ASTM C33. Size to be 1 112 inch minus for slabs on grade and tilt wall panels. Alt other 5001 S W H UnZll(ef St. Particular attention should be given to for all s,workman,wheel bads,storage u materials,etc. hinged drain access plates for ceanouts,all as manufactured by the Lynch Company,Inc.,or D IVIS ION 1 - GENERAL Contractor shall be solely responsible for all shoe ng,bearing,cr bbing,etc.Required to support Beneath pavements(See Note 1 below) 95q° by Gmtemaster Ironworks. Catch basins to be constructed of 10 gauge steel and to be asphalt concrete may use 3/4 Inch maximum size aggregate. Do not use 3/4 inch minus aggregate in slabs on construction loads. -Retainina or basement wall backfill(see Note 2 below) 92%> coated after fabrication. grade or tilt wall panels. 3933 SW Kelly Avenue A. These specifications are general in nature and are intended to set minimum standards for consWction and K. PROJECT HOUSEKEEPING -Utility Trench Backfill: JA.i. Downs out Drains: V C.S. Submit a shall co gradation analysis for all slab on trade and tiff wall mix designs. 1 ed inch Portland, Oregon 97239 p erify locations and special requirements with building elevation Drawings aggregate shall constitute a minimum of 5 percent in the gradation(i.e.5 percent retained on the 1 1/2 materials. Quality of materials and details of installation shall,at a minimum.comply with established industry K.1. Contractor shall keep site and adjacent properties,streets,etc.,dean and free of debris and organized -Upper 3 ft beneath pavements,slabs or sWctures 95% and with roof plans for downspout location. Adjust location as needed to assure plumb vertical inch sieve). 503.222.4453 and product manufacturer's standards. Higher standards,where stated in these specifications,in submitted to minimize effect on neighboring properties and tenants. The streets in particular shall be kept clean of -Below 3 ft beneath pavements,slabs or sWctures 92% downspout run. Notify Engineer of any discrepancy or other problem. Drains in paved areas to VL.MK.COM literature,or on Drawings shall govern. Workmanship shall be maintained at good quality by the General mud,rock,etc. be cast iron soil pipe or Schedule 40 PVC. C.6. Water Reducing Agent(WRA)shall be Polyheed R-1 or Duracem 55(minimum 6 oz.Per 100 pounds In landscaped areas above pipe zone 90% cement). Comply with ASTM C-494. Contractor. K.2. Contractor shell provide access to the site end safety barricades,etc.in compliance with all safety J.4.j. Drains in landscaped areas may be PW storm drain Series 46 with 80 percent compaction and -Landscape areas 90% with corn action verification. Provide clean-out al each downs out. Use branch fittin with C.7. Maximum water allowed in slab on grade and tilt wall mix designs is 250 pounds per cubic yard unless S. Design criteria: requirements and regulations and good construction practice. p P 9 otherwise a roved b En (neer. B.1. Roof Snow Load(per IBC 1603.1.3) K.3. Vehicular traffic inside the buildings shall be restricted to such vehicles that are required to complete the E.5.e. NOTES: threaded plug for clean-out. pP Y 9 S cial attention to base rock and A.C.Pavin laced a ainst concrete at overhead J.4.k. Manholes and Cleancruts: See SANITARY SEWER below. C.8. Air entrainment(AE)shall comply with ASTM C-260 and shall be used only where specified and/or Flat-roof snow load (PF) 25 psi work. Convenience parking of vehicles in partially completed buildings is prohibited. - Pa � 9 P 9 doors to ensure ro er corn action is achieved. J.5. SANITARY SEWER approved by Engineer. Snow exposure factor (Ce) 1 0 K.4. Concrete slabs on grade shall be kept sufficiently clean to avoid grinding and scratching damage. P P P C.9. Accelerators: Pozzutec 20 non-chloride for components exposed to weather in the completed structure Whenever wheel traffic is required on the slabs on grade it shall be kept clean and free of gravel and -Use lightweight,manually-guided compactors within 3 feet of all walls. J.5.a. Polyvinyl Chloride(PVC)Pipe: Pipe and fittings shall be PVC and shall meet the requirements Snow load importance factor (Is) 1.0 (walls,exterior paving,etc.),calcium chloride in the i Engi slabs on grede. Quantity(dosage)to be other abrasive materials and construction debris. of ASTM D-3034 SDR 35(4'-15")and ASTM F679(18"-27"j:Schedule 40 PVC(or PVC C-900) Thermal factor (Ct) 1.0 -Where conflicts occur behveen the above values,the highest percentage shall govern. determined by Contractor and approval obtained from Engineer before use of accelerators. K.S. No motorized vehicles(jig's,scissor lifts,etc.)Allowed on slabs without proper protection of wheels and shall be used in areas where the pipe cover is to be less than 15 Inches from finish grade to top B.2. Wind Load(per IBC 1603.1.4) "diapered"to prevent dl drips. -Initial compaction tests will be provided by Owner. Contractor shall be responsible for of pipe D. REINFORCING Basic wind speed(3-second oust) 95 mph K.6. No pipe cutting allowed on stabs that require cutting oils as a lubricant. all re-testing required by tests not meeting Specifications. J.5.b. C900 Polyvinyl Chloride Pipe(PVC C900 OR C905): Pipe and fittings shall be PVC C900 OR D.1. All reinforcing to be ASTM A615 Grade 60 unless otherwise noted. Wind importance factor (Iw) 1.0 K.7. Extreme care is to be taken during panel erection. Do not allow the crane operator to drag panels Contractor shall assist in scheduling all tests. C905 and shall meet the requirements of ASTM D-1784 in accordance with the requirements of D.2. Use only A706 weldable rebar if rebar is to be welded. Use only low hydrogen electrodes. All welding durin liftin F. GEOTEXTILE AW WA C900. Gaskets at connections shall be used per ASTM F-077 to seal integral bell to be in compliance with AWS D1.4. Occupancy category II 9 9 socket to the spigot of each joint Wind exposure B K.B. Ony Blue Chalk is allowed for panel layout(Red chalk a rot allowed under any circumstance). Ail F.1. Provide geotextile fabric(filtration or separation)and geogrid where indicated on the drawings. notity D.3. Fabricete and install reinfordng steel according to the Manual of Standard Practice for Detailing layout lines,keel markings,etc.Are to be removed from slab prior to final sealing of the floor. engineer prior to placement. J.5.c. Concrete Manholes: Shall be fabricated per ASTM C-478 and shall be 48-inch diameter Reinforced Concrete SWctures-ACI Standard 315. Internal pressure coethcient (GCpi) t0." (minimum)with a 3-foot eccentric cone over standard sections. Where manhole depths are not D.4. Install rebar in slabs on grade with castle chairs or prior approved equal. Do not use concrete dobies. C. CODES AND STANDARDS K.9. Portions of the slab which are damaged,marred,stained,etc.From improper protection and care during F.2. Stabilization geotextile fabric shall be woven fabric with minimum mullen burst strength-300 psi; adequate for cones,use 8-inch thick(State Highway)Flat top slabs. Use standard cast iron see drawl s for size. consWction will be removed and replaced at no cost to the Owner. approved manufacturer/grades: mirefi 500x,fibertex(grade 300),or as approved. frames and covers for storm and use watertight standard cast iron frames and covers for C.t. Slate of Oregon 2019 OSSC(Oregon SWctural Specialty Code). D.S. Provide 2'-0"x 2'-0'comer bars to match horizontal reinforcing in poured-in-place walls and footings at K.10. All trades to acknowledge the high standards,which are expected of the finished floor conditions. F.3. filtration(drainage)geotextile fabric shall be con-woven fabric with minimum values: permittivity-0.5/s; sanitary sewers. C.2. Contractor to comply with all state and local codes,ordinances and standards. grab strength-80 Ib; puncture strength-35lb; mullen burst strength-130 psi; apparent opening size all comers and intersections. L. PROJECT CLOSEOUT J.S.d. Corrugated Manholes: Shall be ll the same materiel,gauge,and coating as the corrugated C.3. Wherever codes,ordinances,standards,etc.,are referred to in this Specification,it shall be assumed to -us sieve 70. approved manufacturer/grades: thrace-linq t25ex; wellstone mills ms e040,x040,or D.6. Splices in wall ref mate b shall be lapped 40 bar diameters(2'-0"minimum)and shall be staggered at L.1. Record Drawings. pipe. Manhole lid and frame shall be constructed as to not direly bear upon the top end of the be the latest edition unless otherwise specifically identified. x042; us fabrics us 90nw; propex geotex 401; oras approved. corrugated manhole. least 4 feet at alternate bars. D. OPTIONS AND ALTERNATE MATERIALS I.A.a. Maintain a record set on site during all phases of work. F.4. separation geotextile fabric shall be woven fabric with minimum values: permittivity-0.01/s; grab D.7. Ail openings smaller than 30 Inches x 30 inches that disrupt reinforcing shall have an amount of J.B. EXECUTION. d II field char es as the occur. Show all concealed cha es int w n strep h-16 Ib' un u strep -8 Ib; mullen bursts th- i' - reinforci a ual to the amount disru ted laced both sides of o nim . D.1. "Ademates"refer to bid insWctions for'Altematas'r nested with ro sols. Contractors ma also L.t.b. Accurately ati or e g y ng he oak a d gr' 0 p ct re 9th 0 00s; 290 ps, apparent opening size us ng q p p pe g � p pp y the f nal location of all utilities.Under round utilit as-built Drawin s marked u blue ants shall sieve 30. a vel manufacturer! races: thrace-lin 200s; us fabrics us 200; ro ex eotex J.6.a. Sewer Clean-Outs: Shall be Installed In the storm and sanitary systems where noted on submit ro osals for use of other aftemate materials and methotls fora roval. Allow minimum of 5 9 y 9 ( p P ) PPro 9 q 9tt P P 9 D.8. Provide the following reinforcing around wall openings larger than 30 inch x 30 inch. p p pp !�submitted as soon as the work is completed and not later than the request for payment for 200st; oras approved. Drawings(CO)and where spec'rficelly required by the governing code. Cleanouts in exterior days for review of proposed alternates. paved areas shall be heavy duty cast iron access box with secured cover,anchoring flanges, D.8.a. (2) #5 over opening x opening width plus 2'-0"each side. the work. F.5. material for geogrid shell be as noted on the drawings. D.2. "Options"shown of the Drawings may be used at Contractor's discretion. and cast iron dean-out with serrated cutoff sections and threaded bronze plug. Provide an 18 D.S.b. (2) #5 under opening x opening width plus 2'-0"each side. L.t.c. Deliver'record"sal of Drawings to the Engineer on day of final completion. F.6. area to receive geotextile fabric or geognd to be graded smooth without abropt elevation change so inch square by 6 inch thick concrete pad around the cleanout IN UNPAVED AREAS. D.3. See Instructions to Bidders for provisions relating to"substitutions". Do not include in bid proposals any D.8.c. (2) #5 each side of opening x full story height. L.2. Retention. A portion of the payment due to the Contractor will be withheld until all of the following are repaid will stretch tight and lay smooth over subgrade. installation methods,equipment used,staking, substitutions not previously approved by the Engineer except as addltional'Alternates",listed provided: repair end layout direction shall be per manufacturers directions. provide adequate laborers to ensure J.6.b. Bedding: Bed all piping on a 4 inch thick layer of santl or 314 inch minus crushed rock. D.B.d. Provide 90 degree took for bars at openings it required extension past opening cannot be separately on the proposal forms. Inspection of the excavated trench by the Engineer may provide for the use of compacted native that products are kept smooth as work progresses. obtahned. D.4. Where Specifications state"or approved equal',"or as approved",etc.,the General Contracts shall L.2.a. As-built Drawings. (Payment for underground utilities will normally require as-built Drawings to material for bedding. Provide Owner with deductive alternate for use of native bedding material. obtain Engineers prior approval prior to incorporating into the Project. See Instructions to Bidders for be provided.) G. ASPHALTIC CONCRETE PAVING Bedding shall be removed to the necessary depth for piping bells and couplings to maintain D.9. Provide(2)#4 continuous bars at top and bottom and at discontinuous ends of all walls. provisions relating to'substitutions". L2-b. CD-ROM containing images of the following: G.1. Proof roll subgrade to verity stability. Notify Engineer to observe rolling. Remove and replace all soft contact of the pipe on the bedding for its entire length. D.10. Provide dowels from footings to match all vertical wait,plaster and column reinforcing. (Poured-in-place E. GENERAL AND SPECIAL CONDITIONS L.2.b.1. As-Built"Record"set of drawings spots encountered with compacted suitable material prior to rocking. J.6.c. Pre-Cover: Cover the pipe to a minimum depth of 5 Inches with compacted sand or 3/4 inch columns and walls). L,2.b.1. All sho drawin s submittals. G.2. Base material to be select fill as specified above. minus crushed rock. Inspection of the excavated trench by the Engineer may provide for the D.11. Lap all bars In continuous and intersecting footings 2'-0'or 40 bar diameters,whichever is greater. E.1. General Conditions as published by the American Institute of Architects(AIA Document No.201)1997 P 9 use of compacted native material pre-cover. Provide the Owner with deductive alternate for use Edition,shall be part of the Contract the same as if bound herein. Copies are available at the L.2.b.2. O&M manuals,equipment brochures,etc. G.3. Check f nished base rock for slope before starting paving. Notify Engineer before proceeding with D.12. All vertical wall reinforoing to be placed in center of wall unless shown otherwise on Drawings. of native pre-cover material. paving if any site areas have Insufficient slope. (Less than 1 gement) D.13. Extend reinforcin to within 1 inch of wall and slab ed es. Engineer s office. L.2.b.3. Warrantees and guarantees. 9 9 E.2. Modifications of General Conditions(see also"InsWctions to Bidders"under separate cover). G.4. Asphalt paving to be level 3,dense graded, 1/2"hmac mix(ODOT),time Gass 1/2' DOT , J.6.d. Back Fill: AFI back fill for site utilities shall be placed in layers and compacted as required by L.2.c. Equipment brochures and operating instructions. � ) type a' Division 2,Fill Materials and Installation. D.14. Contractor to design and provide additional reinfordng as required for lifting tilt wall. E.3. Wherever the word"Architect"is used,it shall be understood to mean En ineer. 1/2'maximum,coarse(Caltrans),type 3 plantimix aggregate. Contractor to specify AC viscosity grede E. CONCRETE FINISHES 9 L.2.d. Lien waivers. J.6.e. Gradin Followin back fillip E.3.a. Article 2.2.5. Drawings and Specifications. One(1)set of Contract Documents will be provided ODOT, ,thickness shown on drawings. Deliver and place asphalt paving in accordance with current 9 9 9.grade trenches to the level of surrounding soil. All excess soil L.2e. Warranties and guarantees. ODOT,WDOT,CALTRANS,or NDOT standard spedfcetions as applicable unless otherwise approved. shall be disposed of off-site,unless otherwise directed by the Engineer. E.1. Interior slabs: to the successful Contractor. One(1)copy of the Drawings and Specifications will also be K. ACCESSIBLE HANDICAP SIGNAGE E.t.a. Hard steel trowel finish-use extreme care to tool formed anel ed s Use 118 inch radius provided on CD Rom to the successful Contractor. Refer to the Instructions to Bidders for L.2.f. Contractor and Owner punch list corrections complete. G.5. Slope all asphalt paving minimum One percent(0.01)to drainage(unless otherwise shown on ( ) P 9e Drawings). K.1. Signs to be metal panels with permanent contmstin characters and back round corn I in with state edge tool only. additional information. Extra sets desired by the Contractor shall be paid for by the Contractor. L2.g. Certificate of occupancy from building official. 9 9 P Y 9 H. STRIPING and local regulations and ADAAG requirements. (See Division 10,SIGNS,for additional information). EA,b. Patch all holes such as tilt wall brace anchors,form anchors,etc with epoxy approved for E.3.b. AAide 3.5. Contractor to warrant and guarantee all work within this Contract for a period of one L.2.h. List of Sub Contractors with current phone and fax numbers. control Dints. year(or longer where Indicated in these Specifications)from date of substantial completion as L.3. Clean u : AFI areas of the buildin and site are to be finished,cleaned and suitable for occu an H.1. Traffic and parking stripes to be 3 inch wide,color white. Paint word"COMPACT"in 1-1/2 Inch x 6 inch K.2. Provide freestanding sign on 1-1/2 inch diameter metal post(galvanized pipe)in landscape area I determined by Engineer. Nothing in these Documents shall be consWed to reduce,abridge,or and/or se. Remove foreign matter,marks,stains,foreign paint,fixtures,equipment,etc. P lettering in stalls designated. adjacent to each accessible handicap parking space. Embed post in 6 inch diameter,12 inch deep EA.c. Avoid damaging finish. (See also Division 1,PROJECT HOUSEKEEPING). Avoid sliding tilt-up limit any other warranties,explicit or implied. H.2. Provide signage at accessible(handicap)stalls to meet state and local standards. Cross-stripe lending concrete fill. Top of footing at 3 inches below finish grade. panels. L.4. Prior to occupancy of the building,the General Contractor,Mechanical and Electrical Sub Contractors area/walkwa within stalls and accessible routes across traffic lane. Cross stri es to be 24 inches on L. FENCING E.t.d. Exterior walks: E.3.c. Article 3.7.1. Permits,fees,licenses. The Owner will pay the plan check fees and building shall schedule and conduct an orientation meeting with the Owner to demonstrate operation and y p permit fee. The Owner will also pay all system development charges,sewer connection fees, maintenance of equipment and deliver operating manuals. center,color white. L.1. Provide chain link fence as shown on Drawings. Submit layout and details for approval of Engineer E.1.e. Broom finish-steel trowel surface then light finish across width of surface. traffic im act fees,water meter fees and all other associated jurisdictional H.3. Cross stri a all aved abru t slo es exceedin 50 ercent slo with safer ellow 3 inch wide stri s prior to fabrication. p ) L.S. Prior to occupancy of building,deliver all keys and keying schetlules to the Owner. p p P P 9 p � Y y � E.t.f. Exposed aggregate-steel trowel then wash to expose aggregate. approval/development fees. The Contractor shall obtain all licenses and pay all other fees and at 24 Inches on center. L.2. Fabric:9 ga 2'x 2"mesh fabric.galvanized or pvc coated.pvc color selected from standard colors. E.t.g. Curb ramps-finish as remainder of walk and cross score with tooled joints at 2 inch on center permit charges(such as electrical,plumbing,and HVAC permit and inspection charges,and L.6. All corrective work and the"closeout'shall occur on a timely basis. 1. EXTRUDED CONCRETE CURBS L.3. Top red: 1 5/8'o.d.0.065 tube 1.11 Its.per footjoined with 1 518"sleeve.galvanized or powder coated each way. Diamond pattern is acceptable. connection costs,etc.). M. CONSTRUCTION SCHEDULE/FINAL INSPECTIONS to match fabric. 1.1. Curbs to be no-slump concrete with a minimum compressive strength of 3000 PSI at 28 days. E.t.h. Formed concrete: remove fins,patch voids. Grind and fill for smooth even appearance. E.3.d. Article 4.5. Arbitration shall be optional by either party on claims over$10,000.00. M.1. Contractors are required to submit a schedule for the completion of the work as part of their proposal. L.4. Line sts:1 7/8"o.d.0.065 tube 1.27 lbs. r E.3.e. Article 7.3.3.3. Reasonable allowance for overhead and profit shall not exceed 10 percent for The completion of the work on a timely basis has a financial impact on the Owner and consultants. 1.2. Spread epoxy bonding agent such as Concrbondin#1064 approved equal over suAace to receive curb. Po pe f e 12*ldiamete or powder coated to match fabric.posts F. CONTROL JOINTS AND EXPANSION JOINTS install curb within 20 minutes after applying bonding agent. to be set 10'-0"maximum on center.footing to be 12'diameter by 3'-0"deep concrete. Contractor or Sub Contractor performing work or supplying materials and shall not exceed 5 M.2. At the point of substantial completion,Contractor shall notify Engineer(in writing)of the anticipated F.1. Provide joints in exterior walks as follows unless otherwise shown: Heavy(3/4 inch)tooled joint a[5 PROJECT NAME percent for Contractor or Sub Contractor passing cost along but not actually performing work. schedule for inspections. The Contractor shall complete his own final inspection and re-inspection to 1.3. Provide joints as required. L.S. Terminal posts:2 3/8"iam ter b tube 1.601bs.per foot.galvanized or powder coated to match fabric. feet on center. 1.4. A I curio corn and to all surfaces immediate) followin lacement. footing minimum 12"diameter by 3'-0"deep. E.3.f. Article 9. Payments end completion. Payments to the Contractor may be withheld by Owner check oft completed work. The Owner/Engineer will then make a final inspection using the contractors PP Y 9 Po Y 9 P F.2. Sawn control joints(see Drawings for locations). inch list 1.5. Use caution in starting work that requires traffic on fresh placed asphalt paving. Check condition of L.6. Fittings:regular brace band and carriage bolt,pressed steel rein end r potop r steel cap, arch x 314" F.2.a. All sawn prior to be cut using a"Soffcut"saw. T I GARD duNng the course of the job H the project is not kept free of liens. Such payments will be P tension bar and regular tension band and carnage bolt.gaivanizeed or powder coated to match fabric. promptly released upon rerrmoval of such liens. M.3. Services to be reimbursed by Contractor: paving and verify schedule for start of work with Engineer. L.7. Tie wire:6 112"9 ga.aluminum tie wire at 15"on center at line posts and 24"on center at rails.powder F.2.b. Saw cuts to be made poor to cracking. Cut as soon as possible after initial set of concrete has D i ST RI B U TI O N E.3.g. Article 11.3. Property Insurance. Contractor shall maintain the builders all risk insurance as M.3.a. Time required by Owner/Consultants after 3 weeks beyond time provided by the Contractor in J. SITE UTILITIES occurred. rovided In Articles 11.3.1 and 11.3.1.1. Maximum deductible shall be not more than one his ro osal for achievin final corn letion. coated to match fabric. P P P 9 p J.1. General. F.2.c. Saw to 1/5 slab depth as soon as work can proceed without raveling. CENTER percent(1%)of the Contract amount except that it need not be less than$5,000.00. Contractor L.B. Slats:wood or pvc as noted on drawings.pvc color to match fence fabric. M.3.b. Re-inspection of punch list items that require more than one ra-inspection. J.t.a. The work to be provided by the Cordrador shall consist of furnishing all labor,materials. F.2.d. All saw joints ate to be filled with a closed cell foam backer rod immediately following cutting of shall be responsible for all losses(cost)due to deductible. rmits,surve in su ervision,coordination,and a ui ment necessa for the ro F. EXAMINATION OF SITE AND CONTRACT DOCUMENTS Pe Y 9. P q p ry p per the joints(same Bayo Backer rod to be 318"diameter and Installed flush with the top of the slab. DIVISION 2 - SITE WORK installation of the storm drainage,sewer system,and the water systems that are indicated on DIVISION 3 - CONCRETE F.3. Keyed joints: Where keyed joints am required or allowed,follow precisely the key configurations. Use F.1. Bidders shall examine the site where the work Is to be performed and ascertain for themselves all of the these Drawings. The work is to be completed so as to provide property functioning systems of premolded plastic keys will not be allowed. 8001 SW H UNZIKER ROAD physical conditions and restrictions before submitting price quotations. They will also make careful that are acceptable to the governing authorities and as indicated on these Drawings. examination of the Drawin s,S ecifications and other Contract Documents and inform themselves as to A. GENERAL F.4. Doweled joints: Where doweled joints are required or allowed,take precautions to maintain square TIGARD, OREGON 9 P A. GENERAL J.t.b. Approvals: Different jurisdictions may prohibit the use of certain construction materials and/or alignment both horizontal and vertical. All dowel material to be saw cut or ground smooth to maintain the quality of materials, procedures. Do no work without approval from the proper jurisdiction. Cost of changes incurred A.1. All work to comply with ACI codes and standards. A.1. Geotechnical Report. Foundation investigations have been completed and are available at the cross-section at ends. F.2. Bidders finding discrepancies,omissions or In doubt as to the true meaning of any part of the Drawings, E ineer's office. All bidders shall familiarize themselves with the subsurface and site conditions. when work has proceeded without jurisdictional approval shall be the sole expense of the A.2. Inspectionshesting. n9 G. CONCRETE CURING AND SEALER Specifications and other Contract Documents,shall notify the Engineer in sufficient time to receive Contractor. A.2.a. Owner will provide a part-time concrete Inspector and will conduct laboratory tests as required A.2. Acceptance of sole. Bidders shall inspect the site and be familiar with typical conditions in the area and G.1. Preparation: AFI forms and excavations to be moistened before placing concrete. darificetion prior to starting any work. the conditions under which the work is to be performed. The site shall be accepted in Its exisring J.1.c. Safety: the safety(as it relates to this conshudlon project)of workers,neighbors,and to verify compliance with the project Specifications. Contractor shall be solely responsible for F.3. The Owner will not be responsible for any loss,or for any unanticipated costs which may be suffered by condition and no claim shall be made for any visible condition not shown on the Drawings. passers-by Is to be the responsibility of the Contractor. Unsafe conditions shall be identified compliance with the Specifications. G.2. Curing compounds and liquid hardeners: the Contractor in regards to conditions pertaining to the work,including conditions that can be seen on and corrected or,identified and secured. Work methods that may case an unsafe condition to A.2.b. Contractor shall be responsible for any extra concrete sampling or testing such as field cured G.2.a. Contractor shall submit proposed curing and sealer/hardener compounds for approval 2 weeks A.3. ConsWction use-Contractor shall: the site andlor are described in Drawings,Specfications,geotechnical reports,surveys,etc.That are exist,shall be avoided at all costs. odors for detertninin stre th for lifti ripe to initial slab on rade our. c)4' g ng ng panels,etc. P 9 P ti in the use of the site articulari when sub rade materials are moi tun available to the Contractor. A.3.a. Exercise ceu on ,p y g s e J.1.d. Drawings: Drawings provided are based on reported site conditions and dimensions. Actual F.4. These Specifications may include material and/or performance specifications that may not be part of the sensitive and wet conditions exist in the subgrade. site conditions,or dimensions,may vary and any such variation should be reported to the A.3. Tolerances: G.2.b. Curing compound: vide matpe mthat area maxim curing compound complying with c)of 5 09, A.3.a. Floors type 1,class a. Provide material that has a maximum volatile organic compound(voc)of 350 Contract.but will be needed to coordinate work by others. A.3.b. Make special provisions for construction access consistent with the requirements of the project Engineer at the earliest opportunity. Unanticipated conditions may require the revision of a mg per liter. F.5. Contractor shall coordinate his work with the work b others to rovide minimal del s to all arties. and so that work can proceed under normal weather conditions. portion of these Drawings. All dimensions shall be verifi3d in the field by the Contractor prior to A.3.a.1. Local Flatness/Levelness: Except as set forth in Paragraph c. Below,the entire slab y p p fabrication or consWction of any portion of the proposed work. shall conform the following minimum F-number requirements: G.2.c. Products: F.6. The General Contractor is re onsible to rovide all desi nand en ineerin services,for desi Nbuild A.3.c. Be responsible for correcting damage to the subgrade roused by consWction activities. sp p g g g 9 G.2.c.1. Daychem rez cure,dayton superior items noted.This includes coordination with other affected disciplines(mechanical,electrical,Ore A.3.d. Be solely responsible(unless otherwise provided for in the Contract)for the methods and cost J.1.e. Permits. The Contractor shall arrange and pay for permits,fees,service charges and A.3.a.2. Specified overall values:OAFF=40/OAFL=30 protections,structural,etc.)And all permit requirements(energy code compliance,etc.)Necessary for a for consWction of access roads,added provisions to spec'fiied systems to support construction inspections and shall present the Owner with a property executed"Cert�cate of Inspection', A.3.a.3. Minimum local values:MLFF=20/MLFL= 15 G.2.c.2. Spartan Cote WBII(VOC),the burke company prior to making application for payment for any portion of the work. G.2.c.3. Eucocure vox,The eudid Chemical corn an complete system design. loads and fa correction to site conditions and/or installed work that is damaged by construction A.3.a.4. General conformity to design grade:Except as set forth in Paragraph 3 below,the p y activities. J.1.f. Codes. AFI work methods and materials shall conform to all local,state and federal entire random traffic floor shall fall within lus or minus 1/2 inches of Its s ecified G.3. Execution: G. SHOP DRAWINGS AND SUBMITTALS P P requirements,regulations,and laws. elevation. G.1. Submit shop drawings of portkms of the worik Indicated in Individual sections of this Specthcetion. A.3.e. Plan construction activities to prevent and/or mitigate damage to site. G.3.a. Footings: Single coat. Apply as soon as bleed water is gone. J.2. MATERIAL: All materials used for the work shall be new unless noted on plans. Trade names denote A.3.a.5. Exceptions: Both the overall and a minimum local FL levelness tolerances set forth G.3.b. Wet curing/membrane curing: Contractors option. Any concrete may be wet cured or Submittals of items not indicated may or may not be reviewed at Engineer's option. A partial list of B. QUALITY CONTROL character and quality of equipment desired and substitutions may be approved,if in the opinion of the ) pp P y 9 ( g 9 Y required shop drawings is as follows: B.1. Contractor is to be experienced with the type of work and conditions where the work is to be performed. In Paragraph(a)above shall not apply to any slab that Is to be inclined or cambered. membrane cured,sub'ect to a covet of the rocess b the En ineer. E. Fcotin s ma be Engineer,the proposed substitution is expected to peAorm properly. All costs associated with the Similar) no FL levelness tolerances will be a lied to an unshored elevated cured b coverin fi hit with vis ueen. G.1.a. Prefabricated structural members and components(E.g.Trusses,GLU-LAM Beams,etc.) Contractor shall be responsible for the selection of the materials and methotls for accomplishing the Engineers review and changes in construction costs associated with the proposed substitution shall be Y pp y Y 9 9 Y g ) consWction. work. Special attention is directed to the conditions at the time the worik is to be performed. the res nsibil' of the Contractor. G.3.c. Hot weather/cold weather procedures. Take spacial precautions as appropriate during adverse GA.b. Structural steel and miscellaneous steel. p: A.3.a.6. Testing: All floor flatness,levelness,and grade conformity tests shall be made at weather conditions to achieve proper finish and curing. Review placing procedures with G.1.c. Concrete mix designs. 8.2. show subgrade for paving and concrete slab on grade a o within she foot of grades and contours J.3. WATER: the Owner's expense on each newly installed slab within 16 hours after completion En ineer when 24 hour forecasted tem eratures are below 40 d rees Fahrenheit or above 80 REVISIONS shown on Drawings. Finish base rock for paving and slab on grade shall be plus or minus 0.04 foot. 9 P e9 G.1.d. All reinforcing steel. Verify compliance with Engineer before proceeding with next phase of work. Failure to do so will place J.3.a. Copper Pipe: Type K(soft copper 1/2"to 1-1/2",hard copper 2"and larger),underground of the final troweling operation. FF and FL tests shall be conducted in accordance degrees Fahrenheit. In addition to Act recommended procedures,provide water sprinkler on all piping,conforming to ASTM B-88. Fittings shall be wrought copper. Solder all joints and with ASTM El155-87. Grade conformity tests shall be made using either an optical slabs and flat work when temperatures exceed 80 degrees Fahrenheit. ® bArE DESCRIPTION G.1.e. Structural systems. resporstak s for correction upon Contractor. fittings. or laser level. Results of all floor tolerance tests,including a formal notice of G.i.f. Storefront. 8.3. Place stakes at all locations of spot grades shown on Drawings. J.3.b. Ductile Iron Pipe(D.I.P.): Shall be cement-mortar lined and shall conform to ANSI A21.51, acceptance or rejection of the work shall be provided to the contractor within 24 GA.g. Man-doors(door and frame). BA. Notify Engineer for observation of compliance of subgrade and fill with paragraph 2 above. Obtain Class 52. All joints shall use O-ring rubber gaskets. Fittings shall be 125-pound class,meeting hours after data collection. DIVISION 4 - MASONRY G.t.h. Finish hardware. approval prior to placement of subsequent fill and paving. the requirements of ANSI C110. A.3.a.7. Remedy for Outof-Tolerance Work: The entire slab shall be subdivided Into G.1.1. Fencing. C. CLEARING AND STRIPPING J.3.c. C-900 Polyvinyl Chloride Pipe(PVC C900 OR C905): Public and private FDC water pipe and Minimum Local Floor Sections bounded either by the column and half-column lines, A. CONCRETE BLOCK C.1. Review requirements for protecting existing vegetation(trees,etc.)Before start of work. fittings shall be Class 200 PVC C900. Private fire pipe and fittings shall be CLASS 150 PVC or the consWction and control joints,whichever subdivision yields the smaller areas. G.r b Metal roofing and siding. All minimum local floor sections measurin at or above both the MLFF and MLFL A1. Design fm= 1500 psi at 28 days. G.2. For bidder designed items(Deferred Submittals),the drawings and calculations shall bear the stamp of C.2. Notify Engineer immediately if unusual conditions are encountered. C900 OR nts o unless otherwise noted on the plans. C900 AND is of PIPE shall meet Ne g requirements of ASTM D-1789 in accordance with the requirements of AW WA C900. Gaskets number shall be accepted for F-number compliance as consWcted.All minimum A2. Ad concrete masonry units to be Grade N,Type 1,medium weight units per ASTM C90 dry to an en ineer roduct en ineer re istered in the state where the project is located. Such drawin s shall at connections shall be used per ASTM FA77 to seal integral bell socket to the spigot of each local floor sections that fail to meet or exceed both specified minimum local intermediate humidity condition per Table No. 1. g (p g' ) g 9 C.3. Site shall be cleared and stripped of all vegetation,topsoil,and organic materials. Remove and dispose certify that the drawings have not deviated from the VLMK design drawings in any way,or shall call to off-site unless specifically provided otherwise on the site work Drawings. Stockpile topsoil on site that is oint,conformin to the r uirements of ASTM D-3139. F-numbers shall be removed and replaced. No remedies for defective minimum the attention of VLMK that the product engineer has deviated from the VLMK design drawings. Such needed for later use. ) 9 A.3. Net Area Compressive Strength(NAGS)of the concrete masonry units shall comply with IBC Table local floor sections other than removal and replacement of slabs will be permitted 2105.2.2.1.2. See Unit Stre th Method table below. deviation ma be cause for re' ctin the sho drawl s.See Drawin s for items classified es Deferred J.3.d. Schedule 40 polyvinyl chloride pipe(SCH 40 PVC): private domestic and irrigation water pipe n9 Y le 9 P n9 9 C.4. Remove all stumps and roots over 1 inch tliameter from all topsoil for landscaping use. unless otherwise agreed to by Owner/Engineer. Submittals. and fittings shall be schedule 40 PVC(1/2"-4'). Schedule 40 pipe shall be manufactured in A4. Mortar to be Type S(1800 psi)using the'Property Method'per ASTM C270. D. EXCAVATION compliance with ASTM D-1785. A.3.b. Walls,columns: Maximum deviation from plumb= 114 inch. G.3. Submittals to be provided at least 3 weeks prior to beginning fabrication. A.S. Grout to have a minimum 28 day strength of 1.25 times the Design fm but not less than 2000 psi. See D.1. Excavate for footings,piers and slabs to sizes and levels shown or requited. Utilize straight edge J.3.e. Water Service: Pi in valves,backFlow revention,vaults,meters,h drams,and connection to A.3.c. Tilt wall alignment: Maximum deviation 114 inch(1/8 inch across joints). GA. General Contractor to review submittals before transmitting to Engineer,and place his review stamp p g• P Y Unb Strength Method table below. bucket to minimize soil disturbance. Clean all footing excavations of loose material. main line shell be according to the requirements of the governing agencies. B. FORMWORK AND SHORING date anti marks on all copies. A6. All grout mu designs to utilize a fluidifier admixture,Intrusion Aid by Specrete-IP or approved equal. D.2. All over-excavation shall be back-filled and compacted as"Engineered fill'or with concrete to same J.3.f. Alternate materials may be used i(approved by the governing agency and the current State of B.1. Contractor shall be solely responsible for providing the necessary formwork and shoring suitable for the Dosage to be per manufacturers recommendation G.5. Mechanical equipment,mechanical and sprinkler piping larger than 2 inches in diameter or any other specifications as footing concrete. Ore on Plumbin S cial Code. conditions involved and corn tible with the finished a items producing a hanger or support load of over 50 pounds shall be hung by a system approved by 9 9 Pa ty pa ppearances. A.7. Compliance with fm shall utilize either the"Unit Strength Method"or the*Prism Testing Method"from VLMK. An ham er or su ort roducin a load over 200 ounds shall have additional framing installed D.3. If over-excavation is required to remove soft spots resulting from conditions beyond the control of the J.4. STORM SEWER-All storm sewer pipe shown on the pians shall be Polyvinyl Chloride 3034(PVC)pipe B.2. Ground forms. To the extent practical all isolated footings should be ground formed or partially ground the latest edition of the International Building Code. E) PROF Y 9 th p 9 p Contractor,the Contractor shall receive additional compensation. Notify Engineer before proceeding. unless s ecified as other than PVC. Pi a materials other than those s ecified on the utili Ian shall formed. Clean all round formed footin s of loose debris and use caution durin concrete lacin to '��-� FSS to transfer these loads to the main sWcturel beams or wall unless otherwise approved. p P P ty p g g 9 p 9 A6. For the Unit Strength Method: V�5 INF /� G.6. Where required,seismic bracing for mechanical and electrical equipment,sprinkler piping or other D.4. Soft spots created by the consWction activities and special requirements for the construction process not be used unless authorized by Engineer. Likewise,pipe materials not listed below shall not be used avoid cave-ins. e are the responsibility of the Contractor. (See paragraph"A"above) without authorization from the Engineer. B.3. Chairs for reinforcin steel shall be ado uate to secure) Design fm NAGS Grout Strength 4r non-structural components shall be provided by the contractor in accordance with chapter 13 of ASCE 9 q y support and hold reinforcing steel in place. Q 5 7-05. Structural calculations and details stamped by a licensed engineer shall be submitted to VLMK D.5. Do not excavate closer than 2:1 slope below base of footings unless approved by Engineer. J.4.a. Polyvinyl Chloride Pipe(PVC): Pipe and fittings shall be PVC and shall meet the requirements For concrete slab on grade and tilt wall panels reinforcing shall be supported at not greater than 6'-0"on 1500 psi 1900 psi 2000 psi for review. D.6. All excavated material not approved or required for the project to be removed at no additional cost. of ASTM D-3034 SDR 35(4"-15",solid wall)and ASTM F679(18'-36",solid wall). Corrugated center for#5 bars or larger. For tilt wall panel reinforcing shown each face on Drawings,the top bar 1800 i 2440 si 2250 si PVC Profile pipe(smooth interior)shall meet the requirements of ASTM F794-01 (4"-48"). shall adequately be supported using metal chairs, G.7. VLMK will review and mark-up a maximum W(3)Three copies of submittals.The contractor will be Grade and cover stockpiled material as required to eflonf weather protection. 2000 Dsi 2800 psi 2500 psi v responsible for duplicating mark-ups 0 additional copies are required. Submittals will be stamped and D.7. All footings shall be earth formed whenever possible. J.4.b. C900 Polyvinyl Chloride Pipe(PVC C900 OR C905): Pipe and fittings shall be PVC C900(4'- C. CONCRETE MIX/MATERIAL 2500 psi 3750 Dsi 3125 psi ,S, G�Y 1 B 19C Q 12',dr 25,dr 18 or dr 14 OR C905 14'-48",dr 25,dr 21 or dr 18 and shall meet the A.9. AR work shall conform to Section 2103 throw Section 2108 of the latest edition of the International '9 �` returned to General Contractor within two weeks for copying and dislributiom. C.1. Strength: Average 28 day concrete strength determined by job cast lab cured cylinder to be as E. FILL MATERIALS AND INSTALLATION requirements of ASTM D-1784 in accordance with the requirements of AW WA C900. Gaskets indicated below plus increase depending on the plants standard deviation as specified in ACI 318. LZ/N G. K� H. SPECIAL INSPECTION AND TESTS(ALSO SEE SHEET A3.1) Buibing Code. E.1. Notify Engineer poor 1p the start of all'Engineered fill"work so that the subgrade condition and fill at connections shall be used per ASTM F-477 to seal integral bell socket to the spigot of each Provide mix designs to the Engineer for all concrete to be used. Clearly label all mix designs for H.1. Special inspections and tests as required by Engineer or local jurisdictions are to be performed by an material can be inspected.Obtain compaction tests if required. joint. proposed area of use. A.10. Reinforcing for masonry to be ASTM A615 Grade 60 placed in centers of cells as follows(unless independent testing agency and paid for by the Owner. Contractor to verify requirements for testing otherwise noted in Drawings): Exp 6-30-21 E.2. 'Engineered fills": ori-site materials,free of organic material,may be used for structural fill(under J.4.c. High density polyethylene pipe(HDPE): pipe and fittings shall be HDPE and shall meat the C.2. Minimum mix re uirememts: with the Engineer prior to beginning project and will be responsible for contacting testing agency with q buildings and paved areas)subject to maintenance of a proper moisture content and obtaining required requirements of AASHTO M-252(3'-10"),M-294(12'end larger),type S(4'�8'corrugated A.10.a. VeAical: (1)#5 at 48 Inches on center plus(2)#5's full height each side of openings,unless adequate prior notice and to allow full access to work. LOCATION MIN.COMP. SLUMP MIN.CEM ADMIXTURES DATE compaction. outside,smooth inside),type D(closed profile with smooth interior,42"-08")and MP7(54"and otherwise noted on Drawings. JANUARv t s.zozp H.2. Provide Engineer with copy of all inspection and testing reports. Fax report on the same day if E.3. "Select Fill": 60"type S and type D). HDPE meeting ASTM f 2648(2"-60")may be used for private storm _ STRENGTH (a) CONTENT A.10.b.Horizontal: (2)#4's at 48 inches on center for running bond,(2)#4's at 24 inches o.c.for stack irregularities are noted. systems that do not operate under surcharge/pressure. pipe can be solid,perforated or slotted. bond, lus 2 #4's al to of wall and at each intermediate floor levet. Locate first bond beam at SCALE PROJ.019 E.3.a. Under paving: Base course of 1-1l2 inch minus well graded clean crushed rock(less than 5 Footings 3.000 PSI 0"-5" 470 LB None P ( ) P H.3. Testing performed at Contractor's option or re-testing of previously noted irregularities to be paid for by ail joints shall be Basketed,lab test certified to 3.5 psi joints:integral belUspigot with a rubber ground floor level. NOTED 2o19D4p3 percent passing 200 sieve)of depth shown on Drawings. asket meetin ASTM f-077 installed on the s i of end. Interior Slab on Grade 3,500 PSI 2"-4" 517 LB. (b),(d) the Contractor. 9 g p 9 A.10.c. Lintels: DRAwN CHECKED E.3.b. Trench backfill. Unless otherwise specified,alt trench backfill shall be 3/4 inch minus J.4.d. Concrete Pie Pi and fittin s shall be concrete bell ands i of i e with rubber askets in (Max water 250 PCY) KWK HGK I. TEMPORARY FACILITIES well-graded clean crushed rock. (Less than 8 percent passing 200 sieve). p g P 9 p p 9 Less then 4 feet wide: (2)#4's In bottom of 6 Inch deep lintel. 1.1. Signs. Contractor shall provide a 4 foot x 8 foot sign consWcted of 3/4 Inch exterior plywood and confined grooves conforming to ASTM C-14 for Non-reinforced Concrete Pipe(GONG)and Exterior Slab on Grade 3.000 PSI 7-4" 517 LB. (b) (c) (d) E.3.c. Back fill where finish grade is above building floor: With free draining granular material, ASTM G76 for Reinforced Concrete Pipe(RCP). 4 feet to 6 feet wide: (2)#4's in bottom of 16 inch deep lintel. supported by two 4 x 4 posts embedded in the ground to adequately support and brace the sign. The Interior Slab on Metal Deck 3.500 PSI 2"-4" 517 LB (b) pea-gravel or round drain rock. A.tO.d. Comers and intersections: 1 #5 comer bar x 24 inches x ch inches at each bond beam for 8 SPECIFICATIONS sign is to be painted and lasered as instructed by the Engineer(see Drawings). All other signs, J.4.e. Soil Pipe(Traffic areas where cover is less than 15 inches from finish grade to top of pipe):Pipe Walls and Columns 3,500 PSI 2'-4" 517 LB. b ( ) posters,etc.,are prohibited. EA. Top soil: Natural topsoil from on-site or as required by the plans,suitable for growing plants and free of shall be hub and spigot cast iron pipe(CIP)or Schedule 52 ductile iron bell and spigot pipe ( ) inch walls.(2)#4 corner bars x 24 inches x 24 inches at each bond beam for 10 inch or 12 Inch 1.2. Utilities. The Contractor shall be solely responsible for all other temporary facilities including all limbs,roots,and rocks over 1 inch diameter. Remove any concrete or debris from planting areas. Cut (DIP)with fittings conforming to ASTM A-74,with rubber O-ring gaskets in confined grooves or, (Max water 250 PCY) walls. sanllation,water,electric,etc. Contractor to pay costs of all utilities until the time of substantial and remove any paving more than 6 inch behind curb in planting areas. with compression type gasket fittings,Or PVC C900(dr 25,dr 18 or dr 14),OR C905(dr 25,dr Miscellaneous 3,000 PSI O"-5" 470 LB. (b) A.1O.e. Splices in vertical wall reinforcing shall be lapped 62 bar diameters. Where not more than(1) completion. E.5. Compaction: 21 or dr 18 only). NOTES: bar is required in each cell,a 52 bar diameter lap may be used. 1.3. Job shack. Contractor shall provide and maintain a job shack complete with lighting,ventilation,plan E.5.a. Selection of compaction equipment and processes shall be the sole responsibility of the JAJ. Aluminized Steel Pipe(ASP): Pipe and fittings shall be Aluminized Steel and shall conform to (a) - Slump exceedin s A.10.t Horizontal bond beam reinforcing shall be lapped 52 bar diameters. table, hone,facsimile machine,and corn uter with email access.Job shack shall be maintained and Contractor. ASTM A760/A760M,AASHTO M-36,and M274 for Aluminized Steel Pipe with a 75-year 9 peed limits shall not be incorporated in the project except by written p p approval from Engineer. A.11. Electrical boxes,conduit and plumbing shall not be placed in any cell that contains reinforcing. kept clean and usable for Owner and Engineer. "Record set"(permit set)of Contract Documents ES.b. Pre are areas to receive"En ineered"or"SetecP fill b corn actin su rade. If su rade lifespan. p 9 Y p g � � (b) - WRA=water reducing agent. A.12. See Drawings for additional reinforcing. including all addenda and revisions shall be available in job shack. moisture content is not suitable,confer with Engineer and condition material to near"optimum" J.4.g. Corrugated Metal Pipe(CMP): Shall be of the type,diameter,and gauge indicated on the and corn act. Drawings. Pipe and fittings shall be helical corrugated unless otherwise specthed. Pipe and (c) - AE=air entrainment A.13. For grout lift heights exceeding 4'-0",provide bar positioners for all vertical wall reinforcing. J. TEMPORARY BRACING p fittin s ends shall be annular for a distance of 12 inches. PI es shall be connected with 12-inch A.14. S cial ins ection is re uired for all mason construction. See Drawin s for additional information. T 5 O J.1. Contractor shall be solely responsible for the design and installation of all temporary bracing,shoring, E.S.c. Install material(except topsoil)in lips not to exceed 8 Inches(loose)and comped with suitable g p (d) - Up to 1 1/2 percent calcium chloride allowed during cold weather. Pe P q ry 9 � BUILDING PERMIT SET 02/07/20 -Fb=2600 psi,E=1,900,000 psi Fv=285 psi GAC. Tape for Vapor Barrier. Pressure sensitive tape of type recommended by vapor barrier pattern edges. VLMK DIVISION 5 - METAL manufacturer for sealing joints and penetrations in vapor barrier. C.54 Concrete,Elastomeric coating: One coat alkali resistant primer. Two mats minimum acrylic A.2. Provide fire blocking as required and blocking for all specified wall-mounted items including cabinets, G.2. Attached Vapor Barrier(Integral with Insulation) elastomenc masonry mating. Each mat to achieve a dry film thickness as required by ENGINEERING + DESIGN doorstops,etc. G.2.a. Product: Foil or Kraft Paper manufacturer. Total dry film thickness not less than 12 mils. A. GENERAL A.3. Connectors:structuralG.2.b. Width: To Concrete Masonry Block,Exterior Walls,Elastomeric Coating: and spacing 3933 SW Kelly Avenue A.1. All sural members to be detailed,fabricated and erected in accordance with AISC Standards,latest A.3.a. Tie straps,framing anchors,hangers,stirrups,column caps,column bases,etc.,to be Simpson C.5.e.1. Block Filler: Provide block filler material that is compatible with subsequent edition. Submit shop drawings of columns and miscellaneous steel. as detailed,or as approved. G.2.c. Maximum flame spread match stud nand smoke developed values of 25 and 45,respectively. Elastomeric Coating finish as recommended by manufacturer. Provide one mat of Portland, Oregon 97239 A.2. All bidder design structural systems to include plans and calculations stamped by an engineer A.3.b. Fully fasten according to manufacturer's schedule using largest size shown. block filler at a rate of one gallon per 75 square feet of wall area,or as 503.222.4453 registered in the governing jurisdiction. A.3.c. All beams and joists not bearingon another member to conned with DIVISION 8 - DOORS AND WINDOWS recommended by manufacturer. VLMK.COM type hangers unless A.3. Unless otherwise noted,Contractor will be required to provide a separate permit for bidder design otherwise noted on Drawings. C.5.e.2. Elastomeric Coating: Two mats of Acrylic Elastomeric Coating. Total dry film structures systems. thickness not less than 15 mils,or as recommended by manufacturer. A.3.d. Nailing: All nails specked in the Drawings to be'common"nails unless otherwise noted. All A. STOREFRONT-CENTER GLAZE SYSTEM S. MATERIALS nailingshall comply with IBC Table 2304.9.1,nailing schedule. Obtain Engineers a C.S.i. Concrete Masonry Black, Interior walls: g y g g approval of all A. Aluminum center glazed type. 2 inch z 4 1/2 inch mullions. B.1. All steel W sections to be ASTM A992 typical unless otherwise rated. proprietary nailing systems. C.511. Block Filler: Provide block filler material at a rate of one gallon per 75 square feet of B.2. All steel plate,angles,channels,etc.to be ASTM A36 typical unless otherwise noted. A.3.e. Nails at roof and wall diaphragms to be driven so that their head or crown is flush with the A.2. Class 2 Clear anodized finish. Class 1 Bronze anodized finish. wall area,or as recommended by manufacturer. B.3. Steel Pipe ASTM A53(Fy=35 ksi),type E or S,or ASTM A501 (Fy=36 ksi), surface of the sheathing. Check and resink if needed,immediately before roofing. A.3. Include continuous integral sill flashing-by manufacturer. C.512. Elastomeric Coating:Two coats of Acrylic Elastomeric Coating. Total dry film B.A. Structural tubing to be ASTM A500 Grade B(Fy=46 ksl rectangular, Fy=42 ksi round). A.3.t Corrosion Protection: A.4. Include integral thermal break. thickness not less than 15 mils,or as recommended by manufacturer. 6.5. Unless otherwise noted,looks to be A325N for steel to steel connections. A.3.1fa. Confirm required corrosion protection for hardware and fasteners with specific A.S. Manufacturer: C.B. Plywood Siding: two mats acrylic latex paint-low gloss recommendations from pressure treating manufacturer or hanger manufacturer(use most A.S.a. Kawneer 451 Trifab 11 C.7. Wood Trim: two mats semi-transparent oil base stain-Cuprinol,Olympic,Cabots. 8.6. Anchor bolts and word connections to be A307. Provide standard plate washers under all bolt heads conservative)for specific wood treatments used. and nuts in contact with wood. A.5.1p. U.S.Aluminum,Center Glaze C.B. Copings: two mats exterior alkyd enamel-semi-gloss. A.3.f.b. Minimum corrosion protection on metal connectors exposed to the environment or pressure A.S.c. NO SUBSTITUTION. C.9. Interior. B.7. Anchor rods to ASTM 1554,Grade 36 unless otherwise noted. treated lumber to be per ASTM A653 Class 185(Simpson ZMAX)or ASTM A123. B.B. lag bolts in woodd to be SAE J429 Grade 1 with minimum dimensions meeting ANSI/ASME 6.18.2.1. E.6. Doors: C.9.a. General-one coat acrylic primer,one mat airless spray(off-white latex)on: A.3.f.c. Fasteners for pressure treated lumber must be minimum Ho[-Dip Galvanized,Stainless B.9. Light gauge steel 16 gauge and heavier shall be formed from steel of ASTM At 003 STSOH with Steel,Silicon Bronze or Copper. E.6.a. Narrow style door. C.9.a.1. Inside face of the exterior concrete walls. (Fy=50 ksi). Light gauge steel 18 gauge and lighter shall be formed from ASTM A1003 ST33H with A.3.f.d. Hot-Dip Galvanized hardware and fasteners must comply with ASTM Al 53,Stainless Steel E.6.b. Furnish complete single acting entrance with ADA approved threshold,offset pivots,push/pulls, C.9.a.2. Gypsum board walls in the warehouse including-warehouse side of offices. (Fy=33 ksi). Detail and fabricate light gauge steel per AISI Standards. fasteners to be Type 304 or Type 316. closer and weather stripping. C.9.a.3. Electrical,telephone and riser room walls. BAD, Headed steel stud connectors shall be Nelson Granular flux-filled headed studs or prior approved equal A.31e. Hardware and fasteners used together must be the same type(e.g.Hot-Dip Galvanized E.6.c. Remainder of hardware as specified in finish hardware schedule. C.9.b. Gypsum board finished areas,except water resistant: One coat acrylic primer,Two coats of and be made from C-1015 mid rolled carbon steel and shall conform to ASTM A-108,Grades nails with Hot-Dip Galvanized hangers). E.7. Installation: latex acrylic paint,eggshell. 1015-1020 with a minimum tensile strength of 60,000 psi. Studs to be automatically end welded with a stud welding gun. Alternate welding procedures may be used only with prior written approval from the A.A. Delivery and storage: All lumber and sheathing delivered to the site,shall be stacked or stored off the E.7.a. Prior to installing any storefront,verify that all concrete edges have been sealed with concrete C.9.c. Gypsum board,water resistant. One mat acrylic primer,two coats interior alkyd enamel, Engineer. Stud Welding, Inspection and Testing shall ronform to AWS D1.1. ground and properly protected against weather. sealer per Division 7,f. semi-gloss. C. DRILLED ANCHOR BOLTS: A.5. Notify Engineer for observation of roof sheathing nailing. Obtain Engineer's approval prior to starting E.7.b. Installer to examine concrete surfaces to receive storefront for roughness,loose material, C.9.d. Wood doors,frames and trim: First coat stain,two mats lacquer or varnish. ADHESIVE ANCHORS roof installation. See Structural Observation Notes for additional requirements. laitance and that opening edges have been filled and sealed. See Division 3,Concrete Finishes C.9.e. Metal Doors and Frames: Spot prime as necessary,two mats Alkyd Exterior Enamel, A.6. Cutting and notching of joists not allowed. A 1 inch diameter hole may be drilled in the center 1/3 of the for patching and sealing requirements. Notify Contractor of defects observed and obtain Semi-Gloss. BASE MATERIAL PRODUCT I.C.C.# member depth. All other holes to be approved by Engineer. correction before starting installation. Allow time to curing of fillers and sealers required. C.9.f. Color of metal registers,grilles,ladders,railings,electrical cabinets,piping,conduit,etc.,to Concrete Simpson SET-XP Adhesive Anchor ESR-2508 A.7. Studs may be notched in the lower 1/5 of the height of the stud for electric and plumbing pipes,but no E.7.c. Provide metal shims at perimeter frame to maintain a 3116 inch-5/16 inch sealant bead match adjacent surfaces. Concrete HIM HIT-RE 500-SD Adhesive Anchor ESR-2322 part of the notch is to be deeper than 25 percent of the width of the stud. Holes of diameters up to 1/3 between frame and abutting surface. Concrete Hilts HIT-HY 150 MAX-SD Adhesive Anchor ESR-3013 of width of stud may be drilled in the stud. E.7.d. Provide continuous sill flashing to match storefront. Set in double sealant bed. Provide Concrete Powers PE1000+Epoxy Adhesive Anchor ESR-2583 B. FINISH CARPENTRY "Tremor Expando-Flash"flashing at joints in flashing. DIVISION 10 - SPECIALTIES B.1. PI siding:518 inch thick medium density overlaid plywood 303-0L. Install over building E.7.e. Provide aluminum end dams at head and sill channels. Seal joints around dam and over Masonry Simpson SET Adhesive Anchor ESR-1772 mood 9' ty P r"o IYPe g attachment fasteners. Provide splice sleeves and sealant at expansion joints. paper with countersunk galvanized casing or finish nails. Space siding panels 118 inch minimum at Mason Hilts HIT-Hr'150 MAX Adhesive Anchor ESR-1987 D. WINDOW COVERING joints. Seal Joints and fill nail indentations flush with surface prior to painting. E.7.f. Install backup rod at perimeter sealant joint Continuously seal joint between perimeter frame EXPANSION ANCHORS: B.2. Wood trim(exterior): Western Red Cedar. S4S K.D.A Grade. and abutting wall. Do not spread sealant onto adjacent wall or frame face. Do not plug sill D.1. Type: 1 Inch mini-blind or as approved. BASE MATERIAL PRODUCT I.C.C.# 6.3. Wood door frames and trim(interior): B.G.Hemlock-Fir,C and better,K.D. weepholes. Do not seal joint between sill flashing and storefront sill member. D.2. Color: Selection from full range of colors. Concrete Simpson Strona-Bolt Wedge Anchor ESR-1771 E.8. Quality assurance: D.3. Mounting: To frame head,on inner face of frame. Concrete Hilti Kwik Bolt TZ Anchor ESR-1917 E.B.a. Submit shop drawings showing all reinforcement attachment and edge conditions for Engineer's DA. Locations: At all windows and storefront(except at doors)full height of glass. Concrete Powers PowerStud+SDI Anchor ESR-2818 DIVISION 7 - THERMAL AND MOISTURE PROTECTION approval prior to fabrication. D.5. Manufacturer: HunterDmglas Concrete Powers PowerStud+SD2 Anchor ESR-2502 E.8.b. Guarantee water and weather-fightness of assembly Including frames,edge sealant and glazing E. SIGNS A. SHEET METAL AND FLASHING for two years. Mason Hilts Kwik Brit 3 Anchor ESR-1385 E.1. POST-MOUNTED ACCESSIBLE(HANDICAP)PARKING SIGNS: See DIVISION 2,ACCESSIBLE i presence of E In the cpEngineer's an B. . d Owner's representatives,SCREW ANCHORS: A.1. Fabrication and installation of sheet metal items to comply with SMACNA Architectural Sheet Metal E. tatives,spray test all units to demonstrate (HANDICAP)SIGNAGE. Manual latest edition and IBC 1405.3 and 1503.2. water-tightness of Ing steam installation.hea , ll Utilize full pressure stream from domestic water hose BASE MATERIAL PRODUCT I.C.C.# and nozzle,directing steam at head,sill,jamb and mullion members from 4 fool distance, E.2. At all exterior pedestrian doors that are not part of accessible route to building,provide sign mounted on A.2. Copings: Typical copings to be 24 gauge galvanized pre-painted with factory applied thermosetting perpendicular to glazing face. Allow a minimum of 30 second duration for each 4 foot section of door with legend: ACCESSIBLE ROUTE in 3 inch high letters and directional arrow toward nearest Concrete Simpson Titan HD Screw Anchor ESR-2713 acrylic,color as selected,or painted as noted on Drawings. window or storefront. Mark all observed leaks,correct defect and schedule retest for verification accessible door. Masonry Simpson Titen HD Screw Anchor ESR-1056 A.3. All down spouts,flashing,vents,etc.,to be 26 gauge or as noted on Drawings,galvanized and shop of correction. C.I. Other anchors are acceptable only with prior written approval of Engineer. Install all anchors per primed or pre-painted. F. GLASS DIVISION 11 - EQUIPMENT manufacturer's instructions. Provide minimum embedment and spacing unless noted otherwise on A.4. Through wall scuppers to be 24 gauge stainless steel. Seal joint to wall all around. Visible portion of F.1. Vision glass exterior: Drawings. Special inspection of anchor installation is required unless specifically noted otherwise on scupper to be painted after installation. Drawings. A.S. Contractor to guarantee water tightness of roof flashing,copings and scuppers F.t.a. 1 inch insulating glass,tempered where required by code. All glass to be heat-strengthened. A. None g g g, capers for a minimum of two(2) D. WELDING years. F.1.b. Exterior glazing color: Match Existing. DA. All welds to be made by certifled welders to AWS standards with E70XX electrodes. Contractor shall A.6. All sheet metal work to be installed in manner to maintain weather tightness and provide a finished, F.1.c. Doors: 1/4 inch tempered. Color: clear or tinted to match windows. No reflective glass in DIVISION 12 - FURNISHINGS pay special attention to the means and methods of construction they anticipate employing on the smooth,unwrinkled appearance. Provide concealed dip at front(outer)face of copings. doors' project. Some welds shown as shop welds may need to be field welds to aid erection. scuppersF.2. Glass to be safety glazing at the following locations: A.7. Joints to be standing seam at copings,flat lock seam at back wall flashing. Joints at scuppers and E. SHOP FINISH leader heads to be fully soldered. Where required for thermal movement at other flashing,lap 3 inches F.2.a. All doors. A. None E.1. Shop prime all exposed surfaces(not to be embedded in concrete)with manufacturers standard grey and seal with Vulkum sealant. F.2.b. Glazing within 24 inches of doors. primer. Red oxide primer will not be allowed. B. METAL ROOFING AND SIDING F.2.c. Panes over 9 square feet and less than 18 inches above the floor and top edge over 36 inches DIVISION 13 - SPECIAL CONSTRUCTION PROJECT NAME E.2. Do not paint metals within I inch of areas to bewe e . 8.1. Roof and siding to be pre-finished preformed scantling seam panels with fully concealed and covered above floor and within 36 Inches of walkway. E.3. Touch up paint in field at welds or location where paint has been removed or damaged. attachment. B.H.P.Steel Building Products,U.S.A.standing seam system,or as approved. All flashing G. FINISH HARDWARE TI GAR D EA. Any steel inserts protruding from concrete work to be ground flush,primed and painted. and edges shall be of matching material with same gauge and finish. G.1. MATERIALS A. None F. COLD-FORMED STEEL STUD BEARING WALLS B.2. Panels to be 26 gauge galvanized steel,roll formed to 1 inch minimum standing seam and lap spaced G.I.a. Butts-Stanley DISTRIBUTION 19 inches on center. Form ends of panels to provide watertight flashing lap at walls,siding F.I. All products are to be manufactured the members of the Steel Stud Manufacturers intersections,hips and valleys. Sealant to be compatible with panel finish and match color. G.1.b. Closer-LCN DIVISION 14 - CONVEYING SYSTEMS CENTER Association(SSMA). Installation shallll be in aactorccordance with the current ICC report(ER-4943P). 8.3. Finish to be of color selected from manufacturers full range. System to consist of 0.2 Locks-Schiae,Levon or Rhodes Desi 0.2 mil baked-on 9 Sri F.2. Steel stud framing shall be installed in accordance with ASTM C754. epoxy base coat with 0.8 mil finished with epoxy primer and backer coat. G.t.d. Flush Bolts-Ives A. None F.3. Steel stud wall tracks are to be attached to concrete floors with minimum 0.145 inch Dia.x 1 inch 8.4. Fabricator and Installer to jointly guarantee weather and water tightness of entire assembly for a period GA.e. Cylinder-Schlage penetration powder-driven fasteners spaced at 24 inches on center. of two years from date of substantial completion. G.1.f. Stops-Ives 8401 $W HUNZI KER ROAD F.4. Unless otherwise noted in Drawings,steel studs are to be 60OS162- 3 sections with minimum section 8.5. Submit shop drawings for approval showing all panels,joints,seams attachments and Flashings. DIVISION 15 - MECHANICAL 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 G.1.g. Thresholds 8 Weather strip-PEMCO TIGARD, OREGON width of to and bottom track. Fabricator o provide attachments sufficient to resist wind uplift. P B.6. Install panels over 30 pound asphalt impregnated felt lapped 4 inches at all seams. GA.h. Push pulls 8 Kick plates-TICE A. None F.S. Stud spacing to be 16 inches on center or as indicated on Drawings. C. CAULKING AND SEALING G.2. Coordinate butt size with requirements of Frames. F.6. Wall covering materials and attachment to be per IBC Sections 2506 thru 2508 and 2511. G.3. All hardware to be U.S.26D(626)finish(Satin Chrome)except where otherwise noted. F.7. Galvanized mating to be G60 minimum. C.1. Caulk all joints between concrete panels,wood siding panels,dissimilar materials,and around all door H. KEYING DIVISION 16 - ELECTRICAL and window frames and all other locations as required for weather tightness. -..... ----- F.B. Connections: C.2. Applier to examine joints prior to installation. Remove foreign material and moisture. Proceeding with HA. Locks of all doors shall be master keyed to a single system. F.8.a. Welding is acceptable where indicated on the Drawings. All welds of galvanized steel shelf be work signals acceptance of surfaces. H.2. Prepare a keying schedule and coordinate with Owner prior to keying locks. A. Bidder Design for site lighting,including lights at entry canopy. touched up with a zinc-rich paint. C.3. Provide backup vinyl or rubber filler rods on all joints over 3/8 Inch in depth. Backup rods to be H.3. Provide a minimum of 2 marked keys for each lock in buildings,each master and grand master. Deliver F.B.b. #12 gauge screws to be used to connect steel stud framing except as noted on Drawings. minimum of 1-1/2 times joint width. Comply with caulking manufacturer's recommendations. keys,with permanent keying schedule showing key marks and doors operated,to Owner prior to Screws to be self tapping and drilling from one of the following: CA. Caulking color to match adjacent materials. Obtain Engineer's color approval prior to ordering. occupancy. STEEL STUD FASTENERS I.C.C.# C.S. Apply exposed caulking after painting or mask caulking beads to prevent painting over except as noted I. HARDWARE SCHEDULE Darts Brand Self Drillinq/Self Tapping Steel Screws ER-5202 at exterior plywood siding. Verify compatibility with paint if caulking applied after. 1.1. See Drawings. VS Brand Self DrIIIm /Self Tapping Steel Screws ER-5617 C.6. Materials: HIM Kwik-Pro SeR Drilling Steel Screws ESR-2196 C.6.a. Concrete and masonry wall joints: Low modulus,two-part non-sag Polyurethane rubber. DIVISION 9 - FINISHES F.8.c. Place screws with minimum spacing and edge distance of 3 screw diameters,unless otherwise C.6.b. Door and window frames: Silicone rubber,non-acid,porous type at joints abutting concrete or rated on Drawings. Provide minimum length for screw to penetrate beyond fastened members masonry,acid non-porous type elsewhere. by at least two full diameter threads. C.6.c. Plywood siding: Silicone rubber,paintable,apply prior to painting and tool smooth. A. GYPSUM BOARD-INTERIOR APPLICATIONS: F.8.d. Bolts to be placed in pre-drilled holes in compliance with AIS)North American Specification, C.6.d. Penetrations at fire walls: 3/8 inch gap around penetration,provide safing insulation and fire A.1. Interior board: 5/8 inch thick,U.S.Gypsum or Kaiser. Section E3A. Standard hole sizes should not exceed the bolt diameter+ 1/32"for bolts less caulking,Thermafiber(USG)or approved. A.2. Water resistant board: 5/8 inch thick,U.S.Gypsum or Kaiser. Provide at restroom walls and within 4 than 112"diameter,or bolt diameter+1/16"for bolts 1/2'diameter and greater. Oversized or feet of sinks. slotted holes should not be used unless specifically noted on drawings. D. 7190-BLOCK SEALER AND PAINT/GRAFITTI REPELLENT. A.3. Type X Board: at fire walls,separation walls and demising walls and as otherwise indicated. D.1. Manufacturer:Fabrikem manufacturing ltd.,20361 Duncan Way,Langley,BC V3A 7N3. Telephone: (800)441-7456,(604)532-3883 Facsimile:(604)532- 3164 e-mail:info@fabdkem.mm. Website: A.4. Gypsum soffit board: United States Gypsum Exterior Gypsum Board,518 inch thick. REVISIONS DIVISION 6 - CARPENTRY www.fabrikem.mm A.5. Accessories: ® DATE DESCRIPTION D.2. Product and application location: A.5.a. Provide metal corner beads and fasteners as required. Provide square metal edge beads at all A. ROUGH CARPENTRY 0.2.a. Anti-graftti/paint and water repellent at all masonry surfaces within 12 feet of finish grade to be exposed board edges and where abutting dissimilar materials. A.I. Lumber species and grades to be as follows unless otherwise shown on Drawings: 'FABRISHIELD PR-63". A.5.b. Provide metal"L"bead at sill to storefront connection and caulk. Joists,Beams 8 Stringers: Douglas Fir#2 D.2.b. Masonry sealer and water repellent above 12 feet to be"FABRISHIELD 653". A.5.c. Provide 3/8 inch gap at all fire wall penetrations for caulking. 6 Inch nominal and greater Douglas Fir#1 D.3. Execution: A.6. Finish D.3.a. Pre-application meeting:the general contractor shall convene a conference 1 week prior to the A.6.a. Tape,fill and sand for smooth finish at all soffits and interior exposed surfaces except as noted Bucks,Blocking,Bridging and Miscellaneous: Douglas Fir or Hem Fir#3 commencement of the installation of the sealer. conference attendees to include the general below. Stripping: Douglas Fir#3 contractor, masonry contractor,the material applicant and the product manufacturers 9 A.6.b. Interior walls at warehouse,electrical and user rooms and walls above finish ceilings to be fire — representative. the pre-application meeting shall include all aspects of the application of the taped only. 2 x 4 Studs: Douglas Fir Studs product. A.6.c. Maximum deviation from true flat to be 118 inch in 10 feet. 2 x 6 studs: Douglas Fir#2 0.3.b. Install sealer as soon as practicable within the limitations of the manufacturers requirements. g 09250 GYPSUM SHEATHING,EXTERIOR APPLICATIONS Sills,Ledgers,Plates,Stripping,etc,in contact Pressure Treated Hem Fir#2 0.3.c. Apply the masonry water[paint]repellent to substrates in accordance with manufacturer's latest with concrete,and wood curbs written instructions,appropriate environmental regulations,and application procedures B.1. General: Fiberglass-mat faked,moisture resistant exterior use gypsum sheathing in accordance with Posts,Columns(Sawn): Douglas Fir#1 established from the test panel results approved by the consultant ASTM C1177"Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing"and other E. CONCRETE SEALER(at window/door openings and slab edge) applicable ASTM standards for application. Roof,Floor and Wail Sheathing: E.1. Silane tear sealer with minimum 15 percent solids. B.2. Approved Manufacturer: DensGlass Gold Fiberglass-Mat Faced Gypsum Sheathing by Georgia-Pacific APA rated sheathing,Exposure 1,conforming to APA Performance Standard PS Gypsum LLC:E.2. Manufacturers: 1-95 and excerpt NER-108. See Drawings for required thickness of sheathing B.3. MATERIALS and/or span rating.Install roof and floor sheathing with long dimension E.2.a. Bridgetech B.3.a. Fiberglass-Mat Faced Gypsum Sheathing:12 inch DensGlass Gold,Georgie-Pacific Gypsum. PR •�F. .SS perpendicular to supports unless otherwise noted.Use spacers to provide 118 inch E.2.b. Thoro Systems �� F B.3.b. Fire-Rated Fiberglass-Mal Faced Gypsum Sheathing,Type X: 5/8 inch DensGlass Gold V F end and edge joints(114 Inch for jumbo panels)whenever sheathing is exposed to ///�� 1 N k;wet weather. Fill any joint spacing over 3/8 inch unless otherwise approved by E.2.c. Prior approved Fireguard,Georgia-Pacific Gypsum. QF Engineer. Install 2x4 or thicker blocking at unsupported joints in wall sheathing. E.3. Apply to all opening edges in concrete tilt-up panels for doors and windows,prior to frame Installation. B.4. installation in accordance with ASTM C1280 and the manufacturer's recommendations. Block roof or floor sheathing where noted on Drawings. EA. Coordinate with paint manufacturer to verify adhesion between paint and concrete sealer,prior to C. PAINT in lyg. rr Glulam Beams: appC.1. Manufacturers: -Fb=2400 psi,E=1,800,000 psi per ANSI A190.1 specification. E.5. Coordinate with window manufacturer to verify adhesion between window caulking and concrete sealer, C.1.a. Miller y Y19 r Q •9 �� -Simple spans combination: 24F-V4 prior to applying. C.1.b. Pittsburgh 114 K E.6. Notify Engineer of any discrepancies as to where application is required. /N G -Cantilever spans combination: 24F-V8 C.1.c. Rodda F. INSULATION -Submit certificate of conformance indicating members meet the requirements of C.1.d. Pratt 8 Lambert ANSI A190.1. F. Exterior wall and soffit insulation: Fiberglass blanket with R-value as shown on Drawings(match wall Exp 6-30-21 thickness: 2 x 4=R-11,2 x 6=R-19). Blanket to be faced on conditioned side with Kraft barrier where C.1.e. ICI Dulux Parallam(PSL): covered. C.1.f. Olympic DATE JANUARY 15,2020 -All PSL shall be manufactured by iLEVEL. F.2. Interior Insulation: Unfaced fiberglass blanket(faced where separating conditioned space from C.1.g. Sherwin-Williams SCALE PROD.NO. Beams: non-conditioned space)to match wall thickness at following locations and as noted on Drawings. C.1.1h. Dunn-Edwards NOTED 20IW403 -Fb=2900 i,E=2,000,000 psi,Fv=290 i F.2.a. Stud Furring as needed. psi, psi C.2. All colors and sheen as selected. Columns: NOTE: Where faced insulation is required,vapor barrier to be placed toward conditioned side of C.3. Conform to IBC Flame Spread requirement DRAWN KWK CHECKED GK -Fb=2400 psi,E=1,800,000 psi,Foil=2500 psi wall or ceiling. CA. Provide five(5),five-foot wide,full building height paint-outs of exterior wall showing all colors for Timberstrand(LSL): G. VAPOR BARRIER OVER BATT INSULATION Engineer's approval before starting work. -AIL LSL shall be manufactured by iLEVEL. G.1. Detached Reinforced Polypropylene Vapor Barrier: C.S. Exterior.. SPECIFICATIONS Studs(Commercial): G.1.a. NAIMA approved,composite polypropylene-scrim-kraft vapor barrier complying with applicable C.5.a. Metals,Ferrous,Galvanized: prime, one mat rust inhibitive primer(omit K shop primed or -Fb=2425 psi,E=1,600,000 psi,Fcll=2150 psi,Fv=400 psi provisions of ASTM C 991,Type 1,and as follows: pre-painted);two mats exterior Alkyd Enamel,Semi-Gloss. Paint all weather exposed faces of Columns/Headem/Rim/Studs(Residential): G.t.a.1. Product Lamtec WMP 10,or as approved. flashing. Pre-finished flashing on inside parapet walls(not visible from ground)do not require G. 1.a.2. Width: 96 inch rolls or maximum available. paint. -Fb= 1700 psi,E=1,300,000 psi, Fcll=1400 psi, Fv=400 psi C.5.b. Hollow Metal Doors and Frames: Remove an rust or scale and of rime as required. Two G.1.a.3. Color: White. Y P prime a9 Beams: mats Exterior Alkyd Enamel,Semi Gloss at all surfaces. -Fb=2325 r,E=1,550,000 psi, Fv=310 r G.1.a.4. Surface Burning 45,Characteristics:stielMaximum flame spread and smoke developed � P Y � values d 25 and 45,respectively. C.5.c. Concrete,Gypsum Soffit-Painted: One mat 100 percent acrylic latex alkali proof primer-seal. T5 . 1� . Microllam(LVL)beams: Two coats 100 percent acrylic latex paint,low gloss. Final coat to be rolled on(sprayed and G.1.b. Perforated vapor barrier not to be used, back-rolled at Contractor's option.) Mask or cut to insure straight,smudge-free lines at paint -All LVL shall be manufactured b (LEVEL. BUILDING PERMIT SET 02/07/20 SPECIAL INSPECTION NOTES: VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM (2012 IBC) SPECIAL INSPECTION PROGRAM NOTES: Portland, Oregon 97239 FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREOUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. 503.222.4453 C - CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING VLMK.COM FILL MATERIAL, PLACEMENT AND COMPACTION REF. GEOTECHNICAL REPORT C GEOTECHNICAL THE WORK REQUIRING SPECIAL INSPECTION. P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY GRADING AND SUBGRADE COMPACTION REF. PROJECT SPECIFICATIONS P GEOTECHNICAL TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. CONCRETE: 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB ENGINEER: VLMK ENGINEERS GEOTECHNICAL TO BE DETERMINED PRIOR TO AND DURING CONCRETE PLACEMENT FOR TESTING LAB: TO BE DETERMINED CAST ANCHOR BOLTS AND EMBEDMENT PLATES C TESTING LAB TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ICC EVALUATION REPORT C TESTING LAB EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DRILLED-IN EXPANSION/WEDGE ANCHORS IN CONCRETEDESCRIBED IN CHAPTER 17 OF THE I.B.C. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO PER ICC EVALUATION REPORT C TESTING LAB (UNLESS OTHERWISE NOTED ON DRAWINGS) SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DRILLED-IN SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT C TESTING LAB (UNLESS OTHERWISE NOTED ON DRAWINGS) 3. PRIOR t0 THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION MEETING HATH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND STRUCTURAL MASONRY: SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING UNIT STRENGTH OR PRISM P TESTING LAB COMPUANCE OF (fm) PRIOR TO CONSTRUCTION TEST METHOD 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING PRISM PREPARATION AND TEST SPECIMENS SEE NOTE 6, ITEM B C TESTING LAB AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. -- - --- B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PREPARATIONS OF SITE-PREPARED MORTAR AND P TESTING LAB DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE MORTAR JOINT CONSTRUCTION ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB TO THE BUILDING OFFICIAL C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM 6 P TESTING LAB BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A _ TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. - 0. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THEK REQUIRING GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND DURING GROUTING OPERATIONS C TESTING LAB SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAYANGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PROVISIONS OF THE INTERNATIONAL BUILDING CODE. BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ICC EVALUATION REPORT C TESTING LAB 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED T0: DRILLED-IN EXPANSION/WEDGE ANCHORS IN MASONRY PER ICC EVALUATION REPORT C TESTING LAB A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. DRILLED-IN SCREW ANCHORS IN MASONRY PER ICC EVALUATION REPORT C TESTING LAB B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: BY THE BUILDING OFFICIAL C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE B SITE. SINGLE PASS FILLET WELDS 5/16" AND SMALLER P TESTING LAB D. MAINTAINJOAT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. HIGH STRENGTH A325N AND A49ON BOLT INSTALLATION VERIFY ALL BOLTS INSTALLED p TESTING LAB 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE TO 'SNUG TIGHT' CONDITION REQUIRED BY THE I.B.C.: APPROVED FABRICATORS A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED. CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE 2) OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTON THEREOF IF LESS ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE THAN 100 CUBIC YARDS ARE PLACED). BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT FABRICATION SUCH AS STRUCTURAL STEEL, OPEN-WEB STEEL P TESTING LAB 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH. HOLD (2) JOISTS AND GIRDERS, GLU-LAMS, AND PRE-CAST CONCRETE CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR 56 DAY BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH (2) CYLINDERS AT 28 DAYS. 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. STRUCTURAL OBSERVATION NOTES: B. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCE OF CONSTRUCTION IN ACCORDANCE WITH ASTM C1314 AS FOLLOWS: REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF •SOUD GROUTED WALLS: (3) GROUTED PRISMS. RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL -PARTIALLY GROUTED WALLS: (3) GROUTED PRISMS AND (3) UNGROUTED PRISMS. INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. 2) PREPARE AND TEST (3) GROUT PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1019. 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET 3) GROUT LIFT HEIGHT SHOULD NOT EXCEED 5'-4" UNLESS THE FOLLOWING CONDITIONS ARE MET: STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED -CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL BUILDING OFFICIAL. DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. •COMPLY WITH TMS602 SPECIFICATION FOR MASONRY STRUCTURES, ARTICLE 3.5D. -PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND BEAM COURSE, AND USE BAR POSITIONERS AT 4'-0" O.C. MAXIMUM. -PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY REINFORCED CELL PROJECT NAME •GROUT LIFT HEIGHT SHALL NOT EXCEED 9'-4". TIGARD DISTRIBUTION CENTER 8001 SW HLINZIKER ROAD TIGARD, OREGON REVISIONS ® DATE DESCRIPTION ago PROfFSS SVG� Y19, 19 Q gVGIN G.K�� Exp 6-30-21 DATE JANUARY 15,2020 SCALE PROJ.NO. NOTED 20190403 DRAWN CHECKED KWK HGK SPECIAL INSPECTION NOTES T5 . 2 BUILDING PERMIT SET 02/07/20