The URL can be used to link to this page

Plans (32) BU P2020-00033 TDC .. Building rf • I • Code Review Floor Plan: I , 1 i . I _ , itii 1 .... _ 1 _ _ _ _ 4. ik _ TIGARD DISTRIBUTION CENTER SPECULATIVE TENANT IMPROVEMENT I I 8009 SOUTHWEST HUN ZI KER ST . ft ` . TIGARD , OREGON I 1 r 1' t , Project Directory: Vicinity Map: Vi- Owner: Engineer: 1. I I I I E I I TDC, LLC. VLMK Consulting Engineers -- ;;'�` 1109 North 21st Street 3933 Southwest Kelly Avenue - 0 Boise, Idaho 83702 Portland, Oregon 97239 I Phone: (208) 377-3099, Office Phone: (503) 222-4453 PROJECT SITE I . _ _ -,---;; _it Phone: (208) 412-9411, Cell Contact: Havlin Kemp i � / Contact: Karl Klokke r ; ' - - - - -- - - - - _ I� RECEI /ED _A 1 _ 3 Project Manager: Jurisdiction: ,5 Q MAY 1 s 020 CITY OF TI(:ARD CRESA City of Tigard, Oregon B I I (E)WAREHOUSE BUILDING Q! IISION -► r 40,050(500)77[2I S1 317 SW Alder St #1050 13125 Southwest Hall Blvd. sw�� 1 (NO 0)WORK)[ Portland, OR 97204 Tigard, Oregon 97223 fuzlk�R , = --1---- Phone: (503) 455-8655, Office Phone: (503) 718-2439 5T l U7 I Phone: (503) 784-8187, Cell v 1, -. . .-.-. 1 I °{ 1 1 I 1 Email: jhaynes@cresa.com VIII III lib, ;1 I -_ L ---.S Contact: Josh Haynes J 1� Code Review: NEW AREA SUMMARY: 1 lir- -44 SITE AREA: 278,151 SQFT. 6.39 ACRES(+1-) BUILDING AREA: _ --�1 -�! �.1 _ - Mil!i0 I� ! o BUILDING A. 81 325 SQFT. PLANNING AND ZONING SUMMARY: (For detailed zoning review see site plan) ,',=� Jurisdiction: City of Tigard, OR BUILDING B: 40,140 SOFT. AA ;k @j ill ° 1 11 (N)OFFP4E Land Use Zone: I-L (Light Industrial) TOTAL: 121,465 SOFT. ``.` / I I t 1,626(100) '6[1] B F I I €. Legal Description: Tax Lot: 25101 BD00200 , Street Address and Cross Streets: 8005 SouthWest Hunziker Road, Tigard, OR GRAVEL AREA: 15,042 SQFT. 5% COVERAGE !2 `� 444 I i' Li ::zone 644 Acres TOTAL LANDSCAPEZREA 1598% COVERAGE -1L _ : N' I: None REMOVED : 490 SOFT. MANUFACTURING = 1.611,000I ,► "' ' f _LiLL4 _I _ : L 7J J L J L__ J Wetlands N/A UPDATED TOTAL LANDSCAPE AREA: 43,964 SOFT. 15.8% COVERAGE OFFICE=2.711,000 1-- , F Floodplain: N/A ; ° I `. 14\ EXIT SIGN LEGEND: I I I '', PARKING SUMMARY: I TENANT LOCATION TENANT USE AREA MIN. PARKING RATIO #OF SPACES REQ'D A ACCESSIBLESIGN AT NON ACCESSIBLE ROUTE EXIT EXIT DOOR AREA SCHEDULE: BUILDING CODE SUMMARY: A-NORTH Speculative Warehouse 40,050 sq.ft. 0.511,000 ROOM NAME 20 or 64 AREA (SQ. FT.) ( 00)2[1]B CODE SECTION REQUIREMENT: COMPLIANCE: Industrial 40,050 sq.ft. 1.611,000 .200(1 00) 41,275 sq.ft. 0.51 1,000 21 B EXIT PLAN A A A EXIT DOOR SIGN (SEE (Oregon p ) A.souTH BiArizp ) CODE REVIEW FLOOR PLAN 100 BuildingCode: 2014 OSSC Ore on Structural S ecial Code Based on the 2012 IBC (International BuildingPerformance Code) B Contracting Inc. Manufacturing 40,140 sq.ft. 1.61 1,000 64 LOAD FACTOR NTS 100 Fire Code: 2014 OFC (Oregon Fire Cade), C ILLUMINATED EXIT SIGN Based on the 2012 International fire code MIN.PARKING REQUIRED 105 or 149 (IBC TABLE 1004.1.1} EXIT1 (SEE ELECTRICAL) 302 Occupancy Group: S-1: Moderate-hazard Storage-PRIMARY USE TOTAL PARKING PROVIDED: OCCUPANT LOAD B: Business Group (Office)SECONDARY USE EXISTING: 155 SPACES (AREA DIVIDED BY FACTOR) 507 Building area limitations Building is Non Separated and is Fully Sprinkled NEW: 153 SPACES FIRE EXTINGUISHER LEGEND: NUMBER OF EXITS REQUIRED Schedule of Drawings: and modifications I.B.C. REVIEW - FLOOR PLAN NOTES AND LEGEND (IBC TABLE 1015.1) 508 Occupancy Separation: N/A FE FIRE EXTINGUISHER OP' EGRESS PATH. PROVIDE MEANS OF EGRESS ILLUMINATION IN ACCORDANCE OCCUPANCY REVISIONS: j 1\,_2A 602 Construction Type: TYPE VB: No Limits on building materials, Non-rated Construction WITH IBC SECTION 1006. SEE ELECTRICAL PLAN (BY OTHERS) NOTES: (IBC CHAPTER 3) 901 Fire Sprinklers: Yes 0 EXIT SIGN IN COMPLIANCE WITH I.B.C. SECTION 1011. INCLUDING ILLUMINATION, FIRE EXTINGUISHER(FE)TO BE MOUNTED ON IW BACKUP POWER AND PROVIDE DIRECTION ARROWS WHERE REQUIRED, METAL BRACKET PER MANUFACTURER. NOTES: W (FE)TO BEA MINIMUM 2A-IOBC. EXITS REQUIRED AS SHOWN ARE BASED ON INDIVIDUAL ROOM < F- 2 I 1 EXIT DISCHARGE LIGHTING WITH BACKUP POWER IN COMPLIANCE WITH 1006.3.5. W -a "GARDCO LIGHTING" 111 PERFORMANCE SCONCE OR EQUIVALENT. FIRE EXTINGUISHER(FEC)TO BE MOUNTED IN LOADS ONLY. NOT COMBINED LOADS. SECOND FLOOR REQUIRES Q. t ct W SEMI-RECESSED CABINET PER OWNER SELECT. TWO (2)EXITS PER IBC CHAPTER 10. D I- Z eL FE FIRE EXTINGUISHER. TYPE AND LOCATION IN ACCORDANCE WITH FIRE CODE (FE)TO BE A MINIMUM 2A-10BC. W 2 0 Ct ET) C. SECTION 906. PROVIDE RECESSED CABINET IN OFFICE AREAS AND WALL MOUNTED CO Qiii p ELSEWHERE. MAX TRAVEL DISTANCE OF 75 FEET. COORDINATE EXACT LOCATION WITH co Li 2 Li 2 eL W m OWNER AND FIRE MARSHALL PRIOR TO INSTALLATION. W 0 _ (0 W C] Schematic Site Plan: TACTILE I�"l' TACTILE SIGN.ADA COMPLIANT TACTILE SIGNAGE PER IBC SECTION 1011.3 • O Q p 0 Description of Sets: 0 z < 0 W a Q m a Ir os 0 0 0 0 0 SI , r-- LO N N N N G1-O / if w 00 rn i '1 v l- o .- N 0 N C_7 �0. SHEET TITLE p 0 0 0 0 0 Ta�� s) ♦ EXISTING BUILDING / CVR1.0 COVER SHEET * • • I • ' / O €Ps "K° �pF10l1>i , /� i / 0 0 (:), /7 `/ � /�/ � /��////,� �/� # "./ MINI 11111111 LI IIIA II.I ID11111111 11IIID IIID IIIIISI A 1111 IIIII III Ili IIII°IIIIIII i iII[ II , 11 All ,I _ 111111 II IIII IIIIIIIIIIIIIIIIi IIIIIIIIIIII:II G1.0 BUILDING 'A' PARTIAL SITE PLAN �� CO Ism. ft NLAR E TE N T / 57 - L- ��4r E Min _ A �G2.1 ENLARGED RAMP PLANS AND DETAILS O S) 4:-: j r rr. _-_.__ - �� 1 r wte s�� T1.0 FLOOR PLAN AND�ETAILSHi 1 ill • 1 , .ff Ill- ( _ i;�_ ! w T2.0 REFLECTED CEILING PLAN AND DETAILS öI� .. F 445 22 i i T3.0 EXT. ELEVATIONS, SECTION & DETAILS • • 000 / ---j %.1--41 , t • • • s LLI 14.0 STRUCTURAL DETAILS lAli/ t~- 1/ ,it / kap S T5.0 SPECIFICATIONS •• 9 •9 "in - 40, fiii r it 0 iT5.1 SPECIFICATIONS • • • `` 1 I (809) I 1 I I I • 1 I 1 �/ � _ T5.2 SPECIAL INSPECTION NOTES111 .11-0 ot �`, (E)WAR HOUSE / ♦, - - - _ 1f7.41,1VJ 40,050�. FT. � �1 � • s • •---� -- "4:i;)4, , .AV Deferred Submittals (Bidder Design).if I8045} a (8001 1 il IVig , - ( �� } sof NO. SYSTEM DESCRIPTIONSUB-CONTRACTORSUBMITTAL - t ` (E)TENANT SPACE (E)BLDG.'B' /- 1 I1 1,275 sQ. 1 T. 40,140 sQ. FT 13 77) f 1 ELECTRICAL TO BE DETERMINED DIRECTLY TO CITY FROM SUB 1 ° I I I I 1 I I ti...., ...., j , / r ,._ , I I 4 /ff ,�;� 2 MECHANICAL TO BE DETERMINED DIRECTLY TO CITY FROM SUB ' rf IV 4, r f� j 3 PLUMBING TO BE DETERMINED DIRECTLY TO CITY FROM SUB ' 1 r! w 0� il at (N)OFFICE tt_( , 1 l as h ;�1tf Ai N., J •4�r , 4 FIRE PROTECTION TO BE DETERMINED DIRECTLY TO CITY FROM SUB �. • 1 f . NOTE: ,. , 1 ►z� ►. i ►:i a Iii I ► M ` h'= i 1V ►. lid ,` 1 M 223' ►.1 ti .... _ r : ,r ' ' 1 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. ° ' ...�.._-.._..._ -- "" L..I 1111 ■ a _ i , Tr' _ - _ 'ti i LE 3 .--- L -- t11� .A _ _ _ _ 1 : - .: '- ^�- --- --- � - T i ""' � FOR PERMIT APPROVAL. THE SUBCONTRACTOR OR VENDOR IS RESPONSIBLE TO PROVIDE CUSTOMARY DESIGN DOCUMENTS AND PERMIT COORDINATION FOR. r Cr* , "110 • {y • j THEIR DEFERRED SUBMITTAL ITEMS. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE ti ° f 11111111111 ' ° Att / C d f'.�� 1 imam . 111 a - BEEN APPROVED BY THE BUILDING OFFICIAL. 1 f ��,. �'g ' ; j I - P.. 1111111111 _ ` ti r��! E !! a �' ;� �` ' L__ nII� ^-. .- f /#* { /ti�"l d�Y !'�1 fl� :PO 0 I . AS' y ■ .. DATE i✓ 4W `� X1,4 �� " # .• }• . �. _. - ,- _ - _.-.-. I.1# 01 r '1f�r�"J'Jrt � .JANUARY 15,2020 `� (N)4 SANITARY LINE I i ■; i___,_ ': rir`� 1-- # ,� . REVIS IONP SCALE PROD.NO- --- - _ vii }- / 1 - _� -._ ffp-__ - .s QED ROF( .-N.,.. J - - #1'1►l1 _ _m [ _ _ � ,,W-r. `tF I N `rS'/� NQTED 20190403 ,..„, 1 E � � :: ..� ..�...� �...,...� ,„„,....•-• � Adrst ��A � r f� ?. DRAWN GHECKE© I # i ► .� AREA OF WORK 1 V�J vG�' 7N "-''�� KWK HGK 1,- g • __ _ 7/74/21/-/-1:7: _-- _ _ _ _._ - V �2 O SHEEFa 19'/ 7per,� ti Q -SS ss v5 `SS SS _ S S 3' S S .. S SS \ trir."4"// "SSS 1� � SS ---r\\ 0 Y' G� � ��1N G '��`�• re • "N. Iii -� o� Exp - -21 CVRI U 0 .... 70 I MEM. * .0 '''',...,... 2 f ret. ., i P.---- SITE PLAN V L 1 V I K ENGINEERING + DESIGN N.T.S. 3933 SW Kelly Avenue Portland, Oregon 97239 I tel: 503.222.4453 I fax: 503.248.9263 I www.vlmk.00m OFFICE COPY APPROVED / //// VLMK ENGINEERING + DESIGN / 40) 0) 3933 SW Kelly Avenue • Portland, Oregon 97239 SITE PLANNING SYMBOLS GRADING SYMBOLS / ( (11) 503.222.4453 f e VLMK.CGM / I ASPHALT PAVING AS NOTED THIS SHEET ---- EXISTING CONTOUR LINE _" "�-- / LANDSCAPED AREA-SEE SHEET L1.0 �"'~� NEW CONTOUR LINE / ) -- - 00.0' CONTROL DIMENSION 142:.34 EXISTING SPOT ELEVATION (111) 0 //// II It 6.0' HIGH CHAIN LINK FENCE WITH GATES AS SHOWN 143.40 NEW SPOT ELEVATION 40( 110) 0 //////. {SEE SPECIFICATIONS) / PROVIDE STAKE. SEE SPECS. GARB. GARBAGE ENCLOSURE-SEE SITE DETAIL SHEET EL ELEVATION / • // 66 DISABLED PARKING STALL. 9.0'STALL WITH 6.0'STRIPED B.M. BENCH MARK / SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL TC TOP OF CURB SEE STANDARD DETAIL AT SITE DETAIL SHEET. BC BOTTOM OF CURB , 6. DISABLED VAN PARKING STALL. 9.0'STALL WITH 8.0'STRIPED MH MANHOLE �• y , / ` VAN SIDE ACCESS. PROVIDE CODE APPROVED SIGN AT EACH STALL CB CATCH BASIN -'� �' SEE STANDARD DETAIL AT SITE DETAIL SHEET. AC ASPHALT CONCRETE ------ 0 � �� "� O NUMBER OF STANDARD PARKING STALLS 9.0'X 18.0' AD AREA DRAIN y1 f� // nH.P. HIGH POINT ,r- ''� V C NUMBER OF COMPACT PARKING STALLS 8.5'X16.0' ./ A ., _. �� (6)SP.AT 9.0'=54.0' NUMBER AND WIDTH OF PARKING SPACES. �` ' (COMPACT SPACES ONLY A5 N4TED) � r 1 I P GENERAL SYMBOLS ��C$14 / I �,� .� I _illl�l ) Imo .. - oil n. — - - ab I. CATCH BASIN(CB)-OR-AREA DRAIN(AD) �$ • MANHOLE(MH) Q{C� ♦ — UTILITY POLE p�0 AP's* FIRE HYDRANT(FH) // l I [ I I I I ID METER • / 1 II UTILITY VAULT © TRANSFORMER AND PAD I , r., � a IRAN TRANSFORMER I 3 A I I i € VALVE BOX COVERVP LIGHT POLE \\ a �,Y .00. WALL MOUNTED LIGHT J - _ - ' FIRE DEPARTMENT CONNECTION(FDC) '-�_-- y-- `` 1I _ 7i _ pa GATE VALVEla -1/ • C.O. CLEAN OUT(CO) / I I / • Ilk\ il It ' tie- • (E)LANDSCAPING 1 I �- (N)MAN DOOR41))).. TO REMAIN I -- i (N)OVERHEAD DOOR I " F (SEE DOOR SCHEDULE ON 1€ II I -H:: SHEET T1.0) (E)DOGWOOD TREE € € I € € (E)WAREHOUSE i "CORNUS KOUSA" ~ �Norf.�� ++ TO REMAIN) 1 � ., � FIN. FLOOR ELEV.NO WORK) 157.5` tar. , ,.� ,- (E)LANDSCAPING fr ,-.. / TO REMAIN ► (--A----01/4 i�, , Mtn ! l Ir T1.0 se/ le Ai 0044.4 ,I, -i . f!, . _ .--/ _ .... . _ _ _ ..,_ _ _ rn ...(404 0/tap r S 40; / �/ �` PROJECT NAME / / / /tir, v I I I i / - ¢,�- - TIGARD / I (E)DEMISING WALL DISTRIBUTION (3)OREGON GRAPE SHRUBSCO 0CENTER -MAIAQUIFOLIUM . . . ,,,. I COMPACTA" _ i I I I I / / (N)"DOGWOOD TREE I �, _ i_ _ _ i _ _ .-_I _ - - - 8009 SW HUNZIKER ROAD 4/ / „ . / CORNUS KOUSA. ( ` .gip 1.5”CAL. 16 TIGARD, OREGON w ( / „ ,....,..„.„.. „....(.; )-,,,,. ,” ,,--\ , , ..... \ 4 ` /,..,- ,... r I • I • t / yf ` 1t // t t0 I \ 1 \' i ''."''',..........// 41, .... E:_ i•P'1:i1E.iiiiNt" e—. .1 j .y../..1 / ... 7: : 'Ns,. / \I S / 1X1 .Z _ , =ilikv' 44 ______. ir \ 'N.. , ) i — NI i 7:44.141 _ AF \S4.3-''' ..........,,,....• isoro- '• '! . (114. I.E.- 150.00' , _ ______- - ... l [1111111]- �. ! / \ REVISIONS �.� 04411e.'11 9„ (E) •CONCRETE CURB AND ��„--�,„ �� l` /� ! `�• '� '\j �� LANDSCAPING TO REMAIN a LJ, DATE DESCRIPTION ` II ' 3 04!24120 OWNER REVISIONS • ` i i _ iii • .._ \\ 7 ��! It • / \ .•''' ( .., / 0 -..:\)_ .ii-'--..-..1..\ ,.t-........_. - r ._.___._._....._. .._______ _ _.___________ ____ ,_,'\ 0 ) < • r \ Id WETLAND BOUNDARY i CIII... \ . "•••,.... " 1 PROPERTY LINE \`-� � 1RN��s`r - s �S EFS /�o viik ..........-- 9 0 -9, (E)GUTTER `�G "_,#w . � )' 19 , . Q _ _ \\_ _ . - - - - _ - _ _ _ _ , _ _ � �„ ESP 6-3o-z1 s' j' DATE JANUARY 15,`2020 SS SS SS S5 SS 5S SS SS SS Ss SS SS SS SS SS. SS SS sc. - ////////J SS ss ss 5S SF S5 SS 5S- ! SCALE PRQJ.NQ. • NOTED 20190403 I DRAWN CHECKED I VEGETATED CORRIDOR (E)SS MANHOLE - (E)I.E. NORTH= 144.30' • !'t! KWK HGK (E)I.E.SOUTH= 144.25' (E)I.E.EAST= 144.35' BUILDING 'A' PARTIAL SITE PLAN �-+ A BUILDING 'A' - PARTIAL SITE PLAN ` INAli 02. I. 1116'=1'-0" VA G1 . O 0 REVISED BLDG. PERMIT SET 05/04/20 vLmK ENGINEERING + DESIGN LANDSCAPE AREA WHEELSTOP(SEE SITE PLAN 3933 SW Kelly Avenue NEW TOPSOIL AND CURB SECTION) 6'-4'" Portland, Oregon 97239 SEE SITE PLAN• VERIFY 503,222.4453 AND/OR FLOOR PLAN / TOOLEDe" 6'-0" l 5'-0"MIN. I. 6'--0" VLMK.COM SEE GRADING PLANS EDGE SEE PLAN r TOP OF SIDEWALK EXISTING LANDSCAPING ELEVATI ONS H I IEI I H I =1 I I� . . ` ' - '•-• • - • . ,- , r-1 EL. +a.6' EL. +0.0' EL.+0.6' 1,'' I l I_11��I 1111 I • � 1 i + rt`�; I 1=1 11=11 .•aa� . .Q.y 9 . ' g. .4.:.\Z. • r r--L-I \ \ : �//'// ,J-7.1.,-*,. X X\X� X p .. REMOVE(E)CONCRETE CURB i ! `X\ \ �, \\ d _°i #' AND LANDSCAPING ' ' ! / \,� 4"OF COMPACTED oP Z F �I ' t \ \ do` . "� < 1:12 MAX. 1:12 MAX. f /�\/ CRUSHED ROCK BASE 76, -' ---a- -�--- ' ': COMPACTED SUBGRADE ,,\ \ \`r,�-` / Ili 6` \ 0 EL.+0.5' EL.+0.5' 3 `, 6" ASPHALT PAVING AND BASE ROCK �.`/ \ ,, • .�._w _T __------------ --__ (E)CMU PILASTER SEE SITE PLAN FOR DEPTH 1 NOTE: PROVIDE NEATLY TOOLED CONTROL JOINTS AT EL.0.0 5'-O"ON CENTER. SEE D O NCRAIILSETHiSTE ISHEETLK . --1111 1 .-..-_� a_ co Q TYPICAL SIDEWALK SECTION 2 SIDEWALK RAMP PLAN (N)PAINTED ACCESSIBLE PARKING SPACE SYMBOL,SEE DETAILS THIS SHEET 155.75 AC ;,./..../ / / / / / / / 11/1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// // ///// I I I I 11 0 F" 1"= 1'4)" G2. 1!4"=1'-0" MATCH(E)FV V _ / = K,..,,.__. / = 1 // IF v / _ �� 1 / __; _ 11 / VERIFY WITH PLAN IF BOLLARD G1.0 / I I; ‘� _.. / _ _,.. REQUIRED AT BOTH SIDES OF ; •` / WALL I • - / - -WALL TYPE I' •SLOPE 1:5a• 7 "t ' ' PER PLAN DOOR PER SCHEDULE F. I ` - __., t:///11-- ---ir .I , -../ / 11 b n. i EDGE OF BOLLARD FLUSH WITH ' / 6'_0" EDGE OF WALL OPENING TYP I = / 6"EXTRUDED CONCRETE WHEELSTOP \ �+- / li _it..... SET IN EPDXY. SEE SITE PLAN FOR PLAN / 1 LOCATION i . ------) °� EDGE OF OPENING s SITE DIMENSION , BEYOND 0 A y 1 SEE SITE PLAN I I MOUND CONCRETE ON TOP OF PIPE I NEW CONCRETE SIDEWALK RAMP, 1-6" ' (N)PAINTED ACCESSIBLE PARKING SPACE SEE DETAILS THIS SHEET t I ' ��I II• 1 SYMBOL AND LOADING ACCESS,SEEk _-1-_ ' 1E1 , \ „ , 4. .. �.- I DETAILS THIS SHEET 5i EF ,/ G1-o ' \�#\ I• FILDIAMETER STANDARD LED WITH CONCRETE PIPE 1 ,- - T / ♦ -Lc) • AUrzt . b 4 I NOTE: . c / C7.1 '~ p s �`� © ; TREAT PIPE WITH ZINC OXIDE PRIMER ------__. . : O - / - d I\ I BEFORE PLACEMENT,PAINT EXPOSED - ' v) " - PORTION OF PIPE WITH"SAFETY - _ - ) 9"- 9" YELLOW'ENAMEL PAINT. (N)DOGWOOD TREE -ASPHALT PAVING AND BASE ROCK ; "CORNUS KOUSA" - SEE SITE PLAN ' 1.5"CAL. - - '-- I - 6" 6" r�. I ' Irdee' } E - I e 1 _F.I ,' "f;"••'1 / 6"HIGH EXTRUDED CONCRETE CURB ,.,'. ' f SET IN EPDXY, PROVIDE JOINTS AT -NEW OR EXISTING CONCRETE SLAB • / - 20'0"ON CENTER MAXIMUM. s !t 0 /= PROJECT NAME /: - ii ---) . - q _I : =I• ILL AROUND PIPE WITH CONCRETE. / _ -1 - ,.:: MOUND CONCRETE AT GRADE TO DRAIN 1- r-� - or, WATER AWAY FROM BASE OF PIPE. / II II II 11 1! 11 T I CAR D , .4.......„,10 , /(3)OREGON GRAPE SHRUBS f / DISTRIBUTION "MAHONIAAQUIFOLIUM ---.-_-___ - E 157.45 FF ' COMPACTA" ,•"`1-r N -o..__.- _ CENTER • 157.33 FF / SECTION11-1------ / BUILDING AND INTERIOR WORK NEW CONCRETE CURBS AT r` ! -�. F.F.E.= 157.50' / PER FLOOR PLAN, SEE T1.0 LANDSCAPE ISLAND I ' / SEE DETAILS THIS SHEET t ,i s SLOPE 1:50 __ / 8009 SW H U NZI KER ROAD NEW CONCRETE STAIRS WITH 4 �'{�''A. TI CARD, OREGON 7 � i TYPICAL CURB SECTION 4 TYPICAL BOLLARD STEEL HANDRAILS EACH SIDE ;n k kN T3.0 I / ell 157.33 ' / 1"= 1-0" G2" 1!2"=1'-0" ��,� N �\ 155.38 AC w.-1�� (N)4"SANITARY LINE / A\ , I REMOVE(E)CONCRETE CURB --�f �.', / AND LANDSCAPING ..., / S / '6i', 6 155.5 - / a E _ ., 02.0 / A k / / / 1'-a"TO / FOR RAMP AND SIDEWALK SEE SITE FIRST STEP - / ..AAS.- / DETAIL SHEET. CENTER RAMP LANDING ON ACCESS AISLE OR 3.0'MIN. / /• / RAMP LANDING -----40. / I 2.0' SIGN 3.0'MIN. 2.0' SIGN 2.0' / / `LOCATION / / 1 LOCATION le / =. / - / n / /\(Q / 1 ) c I) CI 11""'A44' / 0 s NEW CANOPY ABOVE REVISIONS 0 A z 2 � 2 � SEE SHEET T2.0 / �-^�--� 9 �v _777/ j I I 3 04124120 OWNER REVISIONS LL DATE DESCRIPTION ,iiuat < l� I I { / 1 r Lii 1 0 iB J /� s • 36 DEG-TYP. � � / E�r � CO b. • RAILING PER NOTES- UJ / O / Q ON DETAIL 7173.0 '�� o s .a L -t __. ___.._. ..-____. L / 3 w t'-- 36a I I \ T '? CONCRETE LANDING GROUT-00 CONTOUR FOR WATER RUNOFF REMOVE(E)CONCRETE - NEW CURB o " RAMPSTAIR AND 51DEWALK ___ __�_ SECTION FANGLE ORIENTATION FOR FIELD LAYOUT �. BLOCK- UTINSERTFORHANDRAIL WITHi. ir\ g" (E)CONCRETE CURB AND �? ! 11 (2}OPPSING#3TEESx ( LANDSCAPING TO REMAIN(� I -IEI IF.- , , \ 11‘11( :&' � .. :OR '� •� +� -: (2)#4 AT TOP/4, / . . . c #4 AT 16"ON CENTER EACH WAY 0 ...._ ACCESS AISLE - • `' U3 AR.nR9/N D PROF Q FREE DRAINING GRAVEL BACKFILL, ��(� £SS 9'-0" 6'-0"MIN. g' 0" / RESERVED Q ? yam/ i . , ��`� 1 N fie- * PARKING SIGN Q�` •II ' 0 �' �` 8'0"VAN R7 8 e ,, . fin•7 `,.. w�'.:- . - : GRADE AS OCCURS KEYNOTES: � � 61 ' • . s. . s. v (3)#4 LONGITUDINAL B.O.SIGN _- ) .. •13 •4:* 4:4 'Z: �o•. vGC �� 1#f 4"WIDE PAINT STRIPES-TYPICAL. ! ' .\ SICA _ *" r• . - . -I I I= ( I I I ) I (E}CONCRETE CURB AND �y f9 �� i VAN SIGN �� ♦� , Q !! • t SIGNAGE DENOTING RESTRICTED PARKING PER R7 8.PROVIDE SIGN AT FACH ACCESSIBLE R7-SP I�' LANDSCAPING TO REMAIN # �11V G ��CV 2JPARKINGSPACE. PROVIDESIGNOR7 SGIFMORETHAN(5)SPACES PROVIDED- ' s' -III-I I I-I I I '. E I WHEELCI AIR I SIGN " 31iV' ♦w •' + I Q'� •• ]I O INTERNATIONAL SYMBOL OF ACCESS REQUIRED AT EACH SPACE. USER ONLY OR7-8C �- • �I - . %IiP• � � • di •�t, Ej xp +S� 2 •� -, ,i A. ..� 4.t .. 4. C T.0� 4111,411. Q� �f 4� FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE p \ I%=/% i d.!F . . .d.• • I O s Ar I ` 2'-0" db / O PAVING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION AT HANDICAPPED I` *AP . . P • • . . • . n . ' *air DATE JANURRY 15,2020 PARKING SPACES AND LOADING AREA .l s r.r�- • r� • .• �' ! SCALE PROJ.NO. PAVEMENT MARKING STENCIL DETAIL © THE ACCESS MUST BE LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACE '+ / s • 4 - EXCEPT THAT TWO ADJACENT ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ...- °. v . , . • -6. . • co NOTED 20190403 ACCESS AISLE. ° ��- DRAWN CHECKED j A , �J BACKGROUND(RETRO-REFLECTIVE BLUE). - KWK HGK 0 PAINT STROKE(3"WIDE RETRO-REFLECTIVE WHITE). J, 6„ , 6" I1'-6"FOR"HT"LESS THAN 3'-0" ENLARGED SITE O CONCRETE WHEELSTOP SEE SITE DETAIL SHEET, 2' 10"FQR"HT"3'-0"TO 4'-6" WHEELCHAIR SIGNAGE REQUIRED WHERE FIVE(5)OR MORE DISABLED PARKING SPACES PLAN AND DETAILS ARE REQUIRED.POST SIGN IN SPACE DESIGNATED"VAN"ACCESSIBLE AS SHOWN. ACCESSIBLE PARKING 6 RETAINING WALL DETAIL �A}} ENLARGED SITE / LANDSCAPING PLAN No 1 114"=1'-0" G2. 1. 1"= 1'-0" G21 1/4"=1'-0" 11111iiiir AL -e G2 . O 0 REVISED BLDG. PERMIT SET 05/04/20 VLMK ENGINEERING + DESIGN 40 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM T.O.CURB VARIES 7"UNREINFORCED CONCRETE OVER 6"COMPACTED CRUSHED ROCK ZD (BROOM FINISH) (2)#4 @ TOPES- #4 OP c . #4@10"OCHORIZ4.0 a • _ - EXISTING AC PAVING _^ 21' d- n (LS.@ SIM.) /4.1. *C:CI l •—r—�r--0 L #4 @ 12"OC VERT. L ( • 2"CLR. //-(3)#4 HORIZ T.O.FTG. e « 1TO' 4.- G til SEE PLAN 4 " N. `1,00- 0. / �pC�Q 4' ,s a xo' a © .4 0 TO. OCG oG • + • EXISTING AC2 ti d 1'-6 m PAVING�� G2.1 • i'1,1 xQ OC COti OCG. 3p ' Vir rpC C ,`p — ��, -0.50, I A4 GO �OFPILASTER -��. -c P'o°° CURB / FOOTING a@ RAMP C J0 ` 71///7,7/ ./f r=1'-0"GOAG 1G ?p � LOPE 4.9%± 0 00\4 0. 1 WARP CONCRETE IN THIS AREA 7"UNREINFORCED CONCRETE OVER 6"COMPACTED CRUSHED ROCKOOH 4 (BROOM FINISH) `kF\' o co Zo 0- r v MATCH EXISTING ! 3 AC ELEVATION G2.1 \ 1 1/2"DIA.STEEL PIPE GUARDRAIL 1•.(3 , ALONG THIS LINE p C ' 7.4•CO4, 7-s. �sr. O+ �G.SLOPE 8.5°%± bpdy - \� 4"MAX. 1 1 c.OF PILASTER C J 1 i ti ± ,AlkO -c PC).'SIM. p � CO PROJECT NAME N0'.9 %Vx0' .l I 6" TIGARD A DISTRIBUTION °l T.O.CURB CENTER VARIES ^� 4'CONCRETE : AT LANDING M f0 (2)#4 @ TOP q e , • A 4 • . 8009 SW HUNZIKER ROAD #4 @ 10"OC HORIZ. "' .� • . a TIGARD, OREGON EXISTING AC PAVING —�' EXISTING AC PAVING�+ (LS.@ SIM.) --A,__— • - • 2"CLR. r#4© 12"OC VERT. 0 �1 • c 1 - - - ( . (3)#4 HOR1Z . e • • . • SEE PLAN d .. a -. ` ' •4 as: .QO • y • 7 .. T • • • \ ., 1{. 6" U Co V-6" A ENLARGED RAMP GRADING PLAN - - CURB / FOOTING a@ LANDING G2. NOTES: 1/4"=1'-0" 0 1"=1'-0" T.O.C. = TOP OF CURB T.O.AC. =TOP OF AC PAVING REVISIONS T.O.CONC. = TOP OF CONCRETE PAVING T.O.FTG. = TOP OF FOOTING ® DATE DESCRIPTION C.J. =CONTROL JOINT 3 04/28/20 RAMP REVISIONS 1 3/4"SAWN CONTROL JOINT 7"UNREINFORCED CONCRETE OVER 6"COMPACTED CRUSHED ROCK (BROOM FINISH) 4 c) o a •• . I it61 4:—(;)--',119N,412(14:15:• • A • ' A ` G - �'RE� � OF£5 --v.- ab. - 0 SAWN CONTROL JOINT -11,,, � r-r-o• C/N G. '- Exp 6-30-21 DATE JANUARY 15,2020 SCALE PROJ.NO. NOTED 20190403 DRAWN CHECKED KWK HGK ENLARGED RAMP PLAN AND DETAILS Ng -IIT--- --_- ----7,3- A ENID REVISED BLDG. PERMIT SET 05/04/20 . . VLMK DOOR HARDWARE DOOR SCHEDULE Ili 411 ENGINEERING + DESIGN PART MARK DESCRIPTION TYPE MODEL NUMBER MANUFACTURER NO. SIZE DOOR FRAME HARDWARE(HOWE.) LABEL REMARKS 0.>"--... TYPE MAIL. TYPE MAR. GROUP 3933 SW KellyAvenue BUTTS/HINGE B1 BALL BEARING TYPE,1 1/2 PAIR PER DOOR LEAF AL FBB179 4 1/2"X 41/2" STANLEY 3'-0"X T-0" O`7'? 45'-0" B AL. 1 AL. C2 Li P1 S2 SiGN1 W1 - ALUM.STQREFRONT SINGLE ABUTTS/HINGE B2 EXTERIOR,BALL BEARING,1 1/2 PAIR/LEAF(NON REMOVE PIN) AL FBB179 NRP 4 1/2"X 4 1/2" STANLEY `g Portland, Oregon 97239 CLOSER C1 STANDARD DOOR ADJUSTABLE HYDRAULIC ND LCN 4010 LCN (2 NOT USED ,r.•/.Y. - - - - 503.222.4453 CLOSER C2 ALUM.STOREFRONT ADJUSTABLE HYDRAULIC AL LCN 1461 LCN O NOT USED _ � rP- B VLMK.COM DRIP D1 21/2"CURVED EXTENSION AL 346 C PEMKO '..0 NOT USED / r `!• 1 LOCK GUARD G1 LOCK ASTRAGAL ND LG13 IVES _ * - ' .-- " ._ & ...* dt " - - - - - - - - - - - - " •..• A _. AA,...._ ‘ 0 3'-0"X T-0" A S.C.B. 1 K.D. B1 L6 Si - R.R.SINGLE FIXTURE OFFICE KICKPLATE K1 STAINLESS STEEL PLATE(12"HIGH) AL 8400 IVES i X LOCK L1 STOREFRONT SINGLE: DEADBOLT LEVER WITH KEY OUTSIDE AL MS 1850 WITH ADAMS RITE 0 3'-0"X 7'-0" A S.C.B. 1 H.M. B1 Cl K1 P2 S1 - R.R.MULTI-FIXTURE OFFICE I AND LEVER HANDLE INSIDE WITH"LOCKED/OPEN"INDICATOR DEADBOLT LEVER 4550 ` ` l O7 3'-0"X T-0" A S.C.B. 1 H.M. B1 L3 Si - 1-HOUR RATED DOOR AND FRAME ) LOCK L3 DOOR SINGLE:KEY OUTSIDE,TURN/PUSH BUTTON INSIDE ND ND53PD SCHLAGE - -vim.. ......./•..... v`--vim 1 ` ICL Vi 3'-0"X T-0" A S.C.B. 1 K.D. B1 L3 Si - INTERIOR MANDOOR 3 1 10° - LOCK L4 DOOR SINGLE:BOTH LEVER HANDLES ALWAYS UNLOCKED AL AL1 OS SCHLAGE 1 co LOCK L6 UNISEX TOILET:PRIVACY LOCK AND DEADBOLT WITH ND L9496 SCHLAGE 09 3'-0"X T-0" A S.C.B. 1 K.D. 81 L3 S1 - OFFICE LOCKED, ,� r M "OCCUPIED"INDICATOR.MORTISE LOCK:TURNING INSIDE LEVER 41 3'-0"X T-0" A H.C.M. 1 H.M. B2 D1 G1 L3 S2 T1 TH1 W1 - EXTERIOR MANDOOR I OPERATES BOTH LEVER AND DEADBOLT. - - r I A PUSH/PULL P1 STOREFRONT:1"DIAMETER ROUND BAR EACH SIDE AL 9190-33-12 IVES i 1 14'-0"X 14'-0" C STL. 2 SR. DEADBOLT EACH JAMB - OVERHEAD DOOR I G2.1 PUSH/PULL P2 BRASS PLATE WITH 1"DIA.PULL AL 8200/8303 IVES AL I 1 NOTES: ABBREVIATIONS: ` STOP S1 WALL MOUNT:HOLLOW CENTER FOR LOCK BUTTON AL WS407CCV IVES ; 11 v z, STOP S2 FLOOR MOUNT:(WITH RISER AS REQUIRED) ND FS436 IVES - ALL GLAZING IN DOORS AND WITHIN 2'-0"OF DOOR OPENINGS SHALL BE TEMPERED PER I.B.C.2406.3. HM. =HOLLOW METAL - Iit SIGN SIGN1 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. =STEEL i ' AL. =ALUMINUM OF 70 DEGREES IN NOT LESS THAN 3 SECONDS,TO A POINT 3"FROM THE LATCH,WHEN MEASURED TO THE ' TOP T1 DOOR TOP:SEAL AT TOP OF H.M.DOORS AL 377V PEMKO LEADING EDGE OF THE DOOR(PER I.B.C.1109.9.7). PM. =PER MANUFACTURER ' i WG. =WIRE GLASS ' THRESHOLD TH1 5"WIDE X 1/4"HIGH AL 271A PEMKO - THE OPENING FORCE OF DOORS(ALONG AN ACCESSIBLE ROUTE)SHALL BE 81/2 POUNDS FOR EXTERIOR TEMP. =TEMPERED H • • WEATHER STRIP W1 EXTERIOR DOOR:PERIMETER WEATHER STRIPPING AL PF114PS PEMKO DOORS AND 5 POUNDS FOR INTERIOR DOORS(PER I.B.C.1109.9.9). K.D. =KNOCK DOWN I i [. I 1 - ALL DOOR HARDWARE SHALL BE MOUNTED AT NOT MORE THAN 48"ABOVE FINISH FLOOR PER I.B.C. 1109.9.8. O.H. =OVERHEAD % i STD. =STANDARD •• / ••-- ---+' WINDOW SCHEDULE k NO. SIZE WINDOW FRAME LABEL REMARKS TYPE MAIL. TYPE MATL. � 1 A 8'-8"X T-0' A - 1 AL - STOREFRONT DOUBLE PANE STEEL ANGLE EA.SIDE TYP. B 8'-8"X T-0" A - 1 AL - STOREFRONT DOUBLE PANE 6'-0"X 7'-0" A - 1 AL - STOREFRONT DOUBLE PANE ~ ] - - - _ _ - - 0 D 6'-0"X T-O" A - 1 AL - STOREFRONT DOUBLE PANE --_ A B C 1 2 t DOOR TYPES: fl IIbI�0 FRAME TYPES: NOTES: • - ALL GLASS WITHIN 18"OF THE ; DOOR MATERIAL TYPES: r�3 DOOR FRAME TYPES: EXISTING BUILDING FLOOR IS TO BE TEMPERED. I S.C.B. SOLID CORE BIRCH W/CLEAR FINISH H.M. HOLLOW METAL,NEW CONSTRUCTION (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 H.C.M. HOLLOW CORE METAL,PAINTED FINISH SR. STEEL PER MANUFACTURERC i EACH SIDE OF WINDOW(U.N.O.). WINDOW TYPES FRAME TYPES STL. STEEL PER MANUFACTURER - ALL GLASS WITHIN 24"OF ANY DOOR IS TO BE TEMPERED. - TIMELY FRAMES ALLOWED AT WINDOW TYPES: WINDOW FRAME TYPES: NON-RATED ASSEMBLIES. TEMP TEMPERED,1/4'THICK H.M. HOLLOW METAL,NEW CONSTRUCTION TYPE ' - y, op ', e} W.G. WIRE GLASS FOR 20 MINUTE FIRE RATING K.D. KNOCK DOWN,TIMELY OR EQUAL,NEW WINDOW AT EXISTING WALL(U.N.O.) ` `r MIRROR PER P.T.DISP. " 1 AL ALUMINUM STOREFRONT SPEC.,TYP.7 0 " I 1 i / 32'-8" ` ,ti iN` ` 24'-8" 8'-0• L 1 . i I I I " I / I I 1 I 1 . .._ 1 • f / ( [ /".(N)FULL HEIGHT - ih - 1-HOUR WALL - ®� ---9 /.6... 8 / w ------ < CO 1 . 0. ,. ,. J. c.-) ,� / ;i ill '; - a__; �_ . ._ - 6"STUD FURRNING • • PHON r • - 7 I. DATA ROOM T-. PROJECT NAME .. _ GYP.BD.ABOVE I ��OPS I ll w ® �� E` `C ♦ r ....17-- METAL TOILET PARTITIONS • _ 2 �4\-# • / ' o ,' _ • ~ TIGARD TYP.PER SPEC. \ ;O,J� _/ -._‘7...2„- : ;� � ©' �" _ x� JANITOR 1 - --_ /P.LAM.WAINSCOT BEYOND GYP.BD.ABOVE - . •A iv ' in_ A 6 K Q 9 co D DISTRIBUTION WAINSCOT TYP. .. --- = w - ' w' i tiJ rl MIRROR PER SPEC. `. �' / -___- - - - \\ 7/// MIRROR PER SPEC. _ -"� . / w t 6 ;n a 4 J L10 HA0...i4 J P •Y == ui CENTER / r. r / ((Ir. ¢. T3.0 C9 1 • T3.0 P.T.DISP. P.T.DISP. I I I I I • I J 1 ! / - co ____.�,��,� 1 o • T.P.DISP • . / , _ ii, " O ,- • © , ' - 6.5 ` p HUNZIKER ROAD -*r- • \ - --�' - c-;--) ,'' OMEN I ME ' 8009 SWS TIGARD, OREGON c , f• , GRAB BARS,TYP. / O i -.. i 7 �" r` ,l` I�, , A 6 K Q 9 �4 A6KQ8 ■zi, ' II 7 (? (N}STOREFRONTT. _ .. I o Z o i ` i. o t - �__ I 1 4 /ENTRY PER DETAILS 1,_U ih �J- y4. Z o /WI °D I , AND SPECIFICATIONS "R t. R `t• \:T.: iv ---=, J `�� iv v I ( \ I I I o T3.0 1 N N / L..N,__ ._ ® ■ N ( 'T y �, _ I �• / GRAB BARS,TYP. `f 1' OPEN AREA , 0 I \ 6'BASE 3,-0. / T.P.DISP. \�N, 5 I 3 I T3.0 i O �,1 (N)FULL HEIGHT `', I -� I A 4 J P S I 1-HOUR WALL 1 TYP. RESTROOM ELEVATION 2 TOILET ROOM B ENLARGED RESTROOM FLOOR PLAN 'l;, _ (N)4"SANITARY T1.0 3!8"=1-0' T1.0 3/8"=1-0" T1 .0 3/8"=r-0" I • 9 _ LINE ' ( F N co Q 0 I WALL LEGEND: GENERAL NOTES: N 1 1/2"DIA FINISH SCHEDULE: ROOM NAME a II 1.3 1T /GRAB BARS` (E)CONCRETE TILT-UP WALLS TO REMAIN 1. SEE REFLECTED CEILING PLAN T2.0 FOR CEILING HEIGHTS AND FINISHES I / MIN is FLOOR FINISH - • A 4 H N 9 • T3.0 1g I (E)CONCRETE TILT-UP WALLS TO REMAIN / 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING WITH -fir- ' " I ., 30" 29" WITH 3 5/8"METAL STUD(22 GA.MIN)FURRING AT 16" A- EXPOSED CONCRETE SLAB MECHANICAL CONTRACTOR.COORDINATE ALL INTERIOR AND EXTERIOR �IN CLR SHIELD NOT B- CARPET CPT. -- i •• Z -- BEYOND FRONT 0/C,5/8"GYP BD,AND R-13 INSULATION NOTED BELOW. (CPT.) UTILITY LOCATIONS PRIOR TO CONSTRUCTION. '��.. "� ( t-I I-t Z C- SHEET VINYL(S.V.) - L I 'fit i I I v \ 1..... --- CLR FLR. . 2 X 4 WOOD OR 3 5/8"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 I / OF URINAL , , , , , I 1 I 0 o z to ._ / CC i fi pb I I REVISIONS SPACE co 2 coZD WITH 5/8"GYPSUM BOARD EACH SIDE.METAL STUD GAGE E- RUBBER TREADS AND RISERS SHOWN OUTSIDE OF BUILDING(WALKS,PARKING,ETC.). / aI III ' I in. El 1 f -L _._,_,� PER TABLE BELOW. QQ BtaI , T3.0 /#\ DATE DESCRIPTION 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWING:DO NOT SCALE DRAWINGS FLUSH LEVER - BASE TO DETERMINE ANY LOCATIONS.THE ENGINEER SHALL BE NOTIFIED IF I ABOVE 0 ; 3 04/24/20 OWNER REVISIONS ,Ir 48' MIN i► CLEAR SIDE _ < it I I 2 X 6 WOOD OR 6METAL STUDS AT 16"ON CENTER WITH 5/8"GYPSUM BOARD EACH SIDE.METAL STUD 0- NONE ANY DISCREPANCY OCCURS,PRIOR TO CONTINUING WITH WORK. , --- If 56"(WALL HUNG) GAGE PER TABLE BELOW. 4- 4"RUBBER BASE 5. ALL DIMENSIONS ON PLANS ARE FROM THE OUTSIDE FACE OF EXTERIOR T'-10", 6'-0" / 9'-6" / 6{0" ' 59'(FLR MOUNT) __•__, 1._ 0 _1 6- 6"RUBBER BASE WALLS AND CENTERLINE OF INTERIOR WALLS UNLESS OTHERWISE NOTED. I i, ,,,,,,, ,. (FULL HEIGHT)6"METAL STUDS AT 16"ON CENTER © 1 NOTE:NO OTHER FIXTURE ALLOWED WITH 5/8"TYPE X GYPSUM BOARD EACH SIDE.METAL STUD • IN 60"X 60"CLR FLR SPACE GAGE PER TABLE BELOW.(1-HOUR WALL) WALLS 6 SPACE BELOW STAIRS. UST BE TYPE X"AT RATED WALLS AND ALL USABLE PLN PLAN PLAN H- EXPOSED CONCRETE AND PAINT J- GYPSUM BOARD AND PAINT 7. CONTRACTORS OPTION TO USE WOOD OR METAL STUDS.NOTIFY ENGINEER OF 12" ;I, 4T MIN WALUGEILING INSULATION: K- 4'-0"HIGH PLASTIC LAMINATE WAINSCOT TYPE PROPOSED FOR APPROVAL OR IF ADDITIONAL DETAILS ARE REQUIRED. WITH GYPSUM BOARD ABOVE - -0--MIRROR . ? / 39"MIN -VERT G.B. 1 R-19 AT 6"WALOCATE PER#3 CEIOWG THICKNESS: R-13 AT 4"WALL. 411"MAX c-HORIZ G.B. 2. VAPOR BARRIER: CONDITIONED SIDE OF DEMISING WALLS/CEILINGS CEILING .. • X SEPARATING CONDITIONED AREAS FROM NON-CONDITIONED AREAS. N- EXPOSED ROOF STRUCTURE INSULATE HOT& 1 Z ¢ 3. PROVIDE INSULATION AT THE FOLLOWING LOCATIONS: P- SUSPENDED ACOUSTICAL TILE-SEE SPEC. KEY NOTES: WASTE WATER ■ 0 i Z M Q- GYPSUM BOARD AND PAINT o . A. EXTERIOR WALLS AND SOFFITS OF CONDITIONED AREAS. J LINES i• Z `� g `o> . U g -'�- R- EXPOSED FLOOR/CEILING STRUCTURE - -LT v B. ALL RESTROOM WALLS. N M o � . _ r C. WALL/CEILING SEPARATING CONDITIONED FROM NON-CONDITIONED MARK DESCRIPTION I - - AREA. CEILING HEIGHT 9"MINT'MIN 17"MIN - FIRST URINAL D. TENANT SPACE DEMISING WALL. 6"MAX TOE CLR. ."I' 19"MAXMIN EWOOD DECK FLOOR/CEILING ASSEMBLIES(NON-CONCRETE)(SOUND). 8- 8'-0" SITE ALL EXISTING ITEMS TO BE REMOVED(CURBS,STAIRS,PAVING,ETC.) TOE CLR' 9"MAX E. 8"MIN F. ROOF STRUCTURE(ALWAYS VAPOR BARRIER). 9- 9'-0" ARE NOT SHOWN FOR CLARITY-SEE SITE DEMO PLAN. KNEE CLR. TOILET PAPER 10- 10'-0" DISPENSOR AREA - S- STRUCTURE O WINDOW ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS. DEPTH LAV.CLEARANCE W.C.CLEARANCE URINAL CLEARANCE STUD TABLE V V. VARIES O SIDEWALK NEW CONCRETE SIDEWALK.SEE SITE DETAIL SHEET. c.s�Rc© PROF£S./ , ,,,gy INEF p (MINIMUM STUD SIZES) 0 STAIR NEW STAIRS AND RAMP PER SITE DETAIL SHEET,PROVIDE 'Q 1. WEB STIFFENERS NOT REQUIRED TOP AND BOTTOM.SHEATHING STOREFRONT SAFETY GLAZING DETECTABLE WARNING. LN529 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 OCANOPY NEW STEEL CANOPY ABOVE-SEE EXT.ELEVATIONS AND SECTION.TIMES WEB HEIGHT FROM EDGE OF BEARING. WITH TOP EDGE OVER 36 INCHES ABOVE FLOOR AND WITHIN 36 INCHES OF v •' "-Ii COUNTER TOPS 34"MAXIMUM A.F.F.(ABOVE FINISH FLOOR)TO TOP WALKWAY ARE TO BE TEMPERED. O LIGHT REMOVE(E)WALL FIXTURE,PATCH AND REPAIR TO MATCH(E) G(Y19, y �9°� FEMININE NAPKIN DISPOSAL 30"A.F.F.TO TOP 2. SEE STRUCTURAL FOR BEARING WALLS.THIS TABLE IS FOR NON- BEARING WALLS ONLY(U120),FLEXIBLE FINISHES.STUD SIZED PER 2. ALL GLASS WITHIN 18"OF THE FLOOR IS TO BE TEMPERED. O7 FD FLOOR DRAIN i!/ '� ,�� PAPER TOWEL DISPENSER(P.T.) 40"MAXIMUM TO BOTTOM A.F.F. ICB0 ER-4943P. 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 0 STRIPING PAINT STRIPING 3"WIDE(BY 2.0'O.C.©ADA LOADING) STUD SIZE TABLE Exp 6-30-21 SHOWER SEAT 19"MAXIMUM A.F.F.TO TOP OF SEAT 0 R-WALL RETAINING WALL WITH GUARDRAIL-SEE SITE DETAIL SHEET. 362S125-27(22 GA)AT 16"0/C. -MAX.HEIGHT= 18'-3" MIRROR 40"MAX.TO BOTTOM-ABOVE FINISH FLOOR(A.F.F.) 362S125-30(20 GA)AT 24'0/C. -MAX.HEIGHT= 16'-6" 10 NOT USED DATE 400S125-27(22 GA)AT 16"0/C. -MAX.HEIGHT= 20'-3" JANUARY 15,2020 WATER CLOSET(WC) 19"MAX.TO TOP OF TOILET SEAT-A.F.F. 4005125-30(20 GA)AT 24"0/C. -MAX.HEIGHT= 18'-4" 11 INFILL INFILL(E)OPENING WITH CMU AND FINISH EXTERIOR TO MATCH EXISTING. TOILET PAPER DISPENSER(T.P.DISP.) 32"TO TOP-A.F.F. 600S125-30(20 GA)AT 24'0/C. -MAX.HEIGHT= 24'-1" SCALE PROJ.NO. 600S125-43(18 GA)AT 24"0/C. -MAX.HEIGHT= 28'-8" 12 LID LID AT"MEN","HALLWAY",'JANITOR",AND"PHONE/DATA"ROOMS TO HAVE NOTED 20190403 GRAB BARS 36"TO CENTERLINE-A.F.F.(INSTALL SIDE BAR AT 12" 6005125-43(18 GA)AT 16"0/C. -MAX.HEIGHT= 32'-10" SIGN INSTALLED TO READ:"NOT RATED FOR STORAGE-MAINTENANCE ACCESS ONLY" FROM BACK WALL AND 42"LONG-INSTALL BACK 800S125-43(18 GA)AT 24"0/C. -MAX.HEIGHT= 36'-5" BAR AT 6"FROM SIDE WALL AND 36"LONG TYP.) 8005125-43(18 GA)AT 16"0/C. -MAX.HEIGHT= 41-8" DRAWN KWK CHECKEDHGK PAPER TOWEL DISPENSER(P.T.DISP.) 40"MAX TO BOTTOM-A.F.F. LAVATORY(LAV) 29"CLEAR AT FRONT AND 34"MAX TO TOP-A.F.F DRINKING FOUNTAIN(D.F.) 27"CLEAR AT UP AND 36"MAX.AT SPOUT-A.F.F. NOTE: SEE SHEET T3.0 FOR FLOOR PLAN & (PROVIDE TWO PER MECH.SPEC.) rioA ENLARGED TENANT IMPROVEMENT FLOOR PLAN EXTERIOR ELEVATIONS DETAILS NOTES: 'I'1 "0 1/$"=1'-0" 1. SEE SPECIFICATIONS FOR ALL TYPES AND SIZES OF FIXTURES AND ACCESSORIES. 2. PROVIDE INSULATION(OR BOOT)AT HOT AND WASTE WATER LINES BELOW SINK. ALLOW NO SHARP OBJECTS UNDER SINK. ill - T1 . O fnnlni ll I I IIII.,I III I1l111I1I1II�•II..I..II i•I ill IIIIIIiIIIIIIil III•1111111 REVISED BLDG. PERMIT SET 05/04/20 AT POST PROVIDE L2x2x12 GAGExO'-4"WITH (2)GRAVITY FASTENERS PER DETAIL'D'TO - V 1_ M K 718'WALL MOLDING ATTACH STRUCTURE ABOVE AND(2)#10 SELF DRILLING TO WALL WITH#6 SCREWS SCREWS TO POST - AT24"O.C. PROVIDESOLID ENGINEERING + DESIGN BLOCKING A5 REQUIRED • VERTICAL POST PER TABLE I. NOTCH POST AT BASE AND NOTE / /� DIMENSION TO BE 1/4 THE 8» ' 7!8'WALL MOLDING ATTACH 3933 SW KellyAvenue PROVIDE(2)#10 SELF DRILLING LENGTH OF END RUNNER IF .I- ti� TO WALL W/#6 SCREWS 01.,,,,, '''' DUCTWORK AND SUPPORT SCREWS INTO MAIN RUNNER ,.su PER MECHANICAL DRAWINGS, IT IS LESS THAN 8" AT 24"O.C. PROVIDE SOLIDID Portland, Oregon 97239 BERC2 CLIP PER LIGHTING PER ELECTRICAL w - BLOCKING AS REQUIRED DETAIL THIS SHEET • DRAWINCO 12 GAGE HANGER WIRE --� 0.A� 12 GAGE HANGER WIRE TYP o� 503.222.4453 1111; IN VERTICAL POST. AT PERIMETER TO EACH MAIN )`�_ 12GA HANGER WIRE VLMK.COM HANG FROM 3 GAGE OR CROSS MEMBER / �� WOOD SCREW WITH EYE 4111 © �� SPLAYWIRESASREQ'Dr WI#8 SCREWS ONLY i SOLID BLOCKING y� �''---AT/8" � ` � 14.4./.... TO WALL AT CEILING i „<„,"_„„ 7..... HEIGHT. TYPICAL - �� iS -Ale :: �: '`,::;`i'.•.P "ti ' / BERC2 CLIP ATTACHED TO , \�,,,_.-.-,�•�• ` 7f8'TRACK AT ` > SUSP.A.T.CEILING }�.�:, ,\: ` L. EDGE TYPICAL fAT 8'-0'A.F.F.TYP. �'�,' J / ') MAIN OR CROSS TEE W/#6 ii I .tr. ...,--0,-,.-0,,..4....,\..,..-‘,,,: :;•y\USCREW.CLIP LOCKING LANCE ,,.y. _..C.. �a OVER VERT LEG OF WALL MOLDING } #/ir ‘ . / SUSP.A.T. CEILING -•\ 4 f.1i CEILING TILES PER �' I ++!:Vit `\ y ATTACHED WALLS-USING"BERC2"CLIP AT 10.-0"A.F.F. , SPECIFICATIONS ` 2» �' 4.-- - - ` 1 rYP. . , ` D REFLECTED CEILING LEGEND: _:_ti TRAPEZE HANGER WIRES `�' 12 GAGE HANGER WIRE 8» /� 718"WALL MOLDING ATTACH 2'-0"X 4'-0"SUSPENDED ACOUSTICAL CEILING TILE AT DUCTWORK AND OTHER ` I e" M 14--4116- �' �j AT 4'-0"O.C.TYPICAL 4114_ TO WALL W/#6 SCREWS GYP. BD.CEILING AT SEE SPECIFICATIONS LARGE OBSTRUCTIONS �� ` AT 24 O.0 PROVIDE SOLID 1 S` I�- �� 9-0"A.F.F TYP. ��` ' / _ BLOCKING AS REQUIRED ,. - R e • / �� MEN(3)TURNS AT \ 12 GAGE SEE NOTE -SOLID BLOCKING o. ` - 12GA HANGER WIRE " GYP. BD.CEILING AT GYP. BD. CEILING AT GYPSUM BOARD CEILING(U.N.O.) / ALL WIRE TIESBETWEEN STUDS Q p ;. :',.' 9-0"A.F.F. TYP. (2)SLACK WIRES AT FIXTURES LESS ��• `� AT CEILING IN .. © p SPLAY WIRES AS REQ'D 8 0"A.F.F. TYP. THAN 56#. SEE NOTE 8 BELOW. CROSS TEE AT !\ ' W/#8 SCREWS ONLY �., - - MAIN RUNNER AT 4'-0"O C COMBUSTIBLE + 4:,. PROVIDE POSITIVE CLIP FROM " 2' 0"O C.MAX CONSTRUCTION " , TO WALL FIXTURE TO MAIN RUNNERS �t .�k, s MAXIMUM.VERIFY EXACT SPACING (717 2 2) , • 2' 0'X 4'-0"FLUORESCENT LIGHT FIXTURE .► � WITH CEILING MANUFACTURER. �. 1:0"14.‹.,!,,,`:,:' ` t -- ROP RIVET 1� C _ 7l8"� �Q CEILING SYSTEM ISOMETRIC .,,,,_,N,17,111 -� PROVIDE 2"OVER SIZE RING AT ALL • NO CEILING • :,' • 1'-0"X 4'-0'FLUORESCENT LIGHT FIXTURE 0 �� PENETRATIONS THROUGH CEILING TILES OPEN TO STRUCTURE NTS (ALLOW FOR FREE MOVEMENT OF 1"MIN •Q, • 111 (FUTURE CEILING AND IN ALL HORIZONTAL DIRECTIONS) LIGHTING BY TENANT UNDER - (� PLYWOOD SHEATHING NOTE: NOT REQUIRED AT SPRINKLER HEAD TABLE I ATTACHED WALLS USING POP RIVET SEPARATE PERMIT) 2'-0"X 4'-0"FLUORESCENT LIGHT `! GENERAL NOTE: PENETRATIONS USING"FLEXHEAD'SYSTEM OB FIXTURE(ON EMERGENCY CIRCUIT). 45° VERTICAL POST I MAXIMUM LENGTH41 E BRACE WIRE CEILING SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH ASCE 7-05 SECTION 13.5.6.2.2. -- AND SHALL BEA"HEAVY DUTY"T-BAR GRID SYSTEM INSTALLED IN ACCORDANCE 1'DIA EMT 10'-0" ,,: WITH C.I.S.C.A. (REF 9.6.17)(MAY 2004)PUBLICATION FOR DIRECT HUNG ACOUSTICAL STEEL CONDUIT >_ 0 INCANDESCENT DOWNLIGHT 114"1/2"DMINIMUMA EYE-SCREWNWITH TILE AND LAY-IN CEILINGS FOR SEISMIC DESIGN CATEGORIES D-F SEE ALSO SPECIFICATIONS. 8+M 7/8"WALL MOLDING ATTACH 1 PENETRATION, BUILT-UP POST. TO WALL W/#6 SCREWS EXHAUST FAN (3)TURNS TYP ANCHOR AT TOP ONLY,SCREW 45' BRACING NOTES: SEE SECTION 20' 0" AT 24"O.C,PROVIDE SOLIDI MUST ALIGN WITH WIRE 1.) ALL DIMENSIONS AND NOTES SHOWN ARE TO BE CONSIDERED"TYPICAL"THROUGH BELOW - BLOCKING AS REQUIRED GRAVITY WIRE NOTES: D. OUT THIS DETAIL. °i \'� 12GA HANGER WIRE 1. THE LIGHTING LAYOUT IS SCHEMATIC AND IS TO BE BRACE WIRE 2.) POSTS SPECIFIED ARE ADEQUATE UP TO LENGTHS SHOWN IN TABLE I. PROVIDE POSTING AND DIAGONAL01 BRACING AT 6'-0"O.C.OFF OF COORDINATED WITH THE ELECTRICAL DESIGN BY BIDDER. NOTE: 3.) BRACING WIRES TO BE ATTACHED AT A MAXIMUM OF 45 DEGREES TO THE PLANE OF THE 314" © ` op " 'rte- SPLAY WIRES AS REQ'D ALL WIRES TO BE 12 GAGE WALLS AND 12•-0"O.C. IN FIELD. . �;1' 2. CEILING GRID LAYOUT IS TO BE COORDINATED BETWEEN ALL CEILING AND PARALLEL TO COMPONENTS INTERSECTING AT THE BRACE LOCATION. BRACE ' v W/#8 SCREWS ONLY UNLESS OTHERWISE NOTED 1/4"DIA EYE SCREW WITH WIRES TO BE TAUTAND TIED AT BOTH ENDS WITH A MINIMUM THREE TIGHT WRAPS. SEE PLAN BELOW M' �; SUBCONTRACTORS INVOLVED WITH CEILING CONSTRUCTION TO WALL (SEE NOTE 9. FOR FIXTURE WIRES) 1 1/2"MINIMUM PENETRATION 4.) 12 GAGE VERTICAL HANGING WIRES ARE TO BE INSTALLED AT A MAXIMUM OF 4'-0"O.C. r 718" • ; (FIRE SPRINKLERS, MECHANICAL, ELECTRICAL AND LIGHTING). GRAVITY WIRC = ALONG MAIN RUNNERS AND NOT MORE THAN ONE IN SIX OUT OF PLUMB AND CANNOT �3 112'x 20 GA STUD �� BEND AROUND OTHER ITEMS IN THE PLENUM. IF THE WIRE EXCEEDS ONE IN SIX,A [�- 4 3. EXHAUST FAN CONTROL TO BE TIED TO LIGHT IN ,_,, #8 TEK SCREWS AT BERC2 CLIP WITH LOCKING • Q RESTROOMS TYPICAL. TYPICAL SUPPORT WIRES WOOD JOIST COUNTER WIRE MUST BE INSTALLED. 12"O.C.(STAGGER) L _ 5.) IT IS VERY IMPORTANT THAT HANGER WIRE BE BENT DIRECTLY ACROSS THE BULB OF LANCE CLIPPED OVER VERTICAL • , � 1 THE MAIN RUNNER AND TIGHT AGAINST THE CONNECTION DEVICE AT THE SUPPORTING BUILT-UP POST SECTION LEG OF WALL MOLDING . ' ....�_ i 1 l I I ' 1__ 1 CONSTRUCTION,THEN THREE TIGHT WRAPS AT EACH CONNECTION. GO 6.) ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE A VERTICAL HANGER WIRE WITHIN 8"OF EACH WALL OR CEILING DISCONTINUITY. C UNATTACHED WALLS-USING"BERC2"CLIP 7.) LAG SCREWS OR FASTENERS FOR ALL HANGER OR BRACE WIRES SHOULD BE EMBEDDED _ _I (FLOATING CONN) F--.'B a INTO THE STRUCTURE A MINIMUM OF 1 1/2". B I 0 ALTERNATE SYSTEM NOTES: 8.) FIXTURE ATTACHMENT t - 1 S" 1Y •' M�_ j 1. DETAILS SHOWN ARE FOR ALTERNATE PERIMETER CONDITIONS ONLY. FOR A.) FIXTURE WEIGHT-10 LBS OR LESS, (1)NO. 12 GAGE WIRE FROM FIXTURE gild . i% BALANCE OF SYSTEM NOTES AND REQUIREMENTS SEE SEISMIC CEILING TO STRUCTURE ABOVE(CAN BE SLACK). z • vitt • z GRID DETAIL THIS SHEET B.) FIXTURE WEIGHT-56 LBS OR LESS, (2)NO. 12 GAGE WIRE ATTACHED AT 0 a 0 2. PERSCRIPTIVE DESIGN METHOD USED VERSUS ENGINEERED DESIGN METHOD. DIAGONAL CORNERS OF FIXTURE TO STRUCTURE ABOVE(CAN BE SLACK). 0 - Uo SPECIAL INSPECTION NOT REQUIRED A REFLECTED CEILING PLAN C.) FIXTURE WEIGHT-GREATER THAN 56 LBS, MUST BE INDEPENDENTLY z c X 3. SYSTEM AS SHOWN TO BE"HEAVY DUTY"GRID SYSTEM 1;8"= 1'-0" SUPPORTED FROM THE STRUCTURE ABOVE. Q - L.T. 4. PENATRATION HOLES FOR SPRINKLER HEADS MAY BE REDUCED IF'FLEX411 T 1 .O 9.) WIRES TO PENDANT MOUNTED FIXTURES MUST BE 9 GAGE AND THE FIXTURES MUST BE O ` I �� HEAD"(FLEX LINE AND BRACKET)IS PROVIDED TO LIMIT MOVEMENT OF Mr INDEPENDENTLY SUPPORTED TO STRUCTURE ABOVE CEILING. t ►�� G HEAD TO 1/4".SEE DETAIL THIS SHEET_ 10.) ALL HANGER WIRES SHOWN ARE TO ATTACH TO STRUCTURE DIRECTLY ABOVE UNLESS _ 11i i 5. MAX AREA OF CEILING TO 2.500 SQ. FT.WITHOUT SEISMIC SEPARATION SHOWN OTHERWISE. SEE DETAILS AT RIGHT. IL4 i I li I I I I I (I I JOINT OR PARTITION WALL BREAK. SEE DETAILS THIS SHEET IF REQ'D. PROJECT NAME 11.) SEE ALSO SPECIFICATIONS DIVISION 1 AND DIVISION 9 FOR ADDITIONAL REQUIREMENTS. BRACE T TP--/ (FIXED CONN) I-+.D 6. MAX WEIGHT OF CEILING SYSTEM TO BE 2.75 POUNDS PER SQ. FT. 12.) CEILINGS OVER 2,500 SQ. FT. IN AREA REQUIRE SEISMIC SEPARATION JOINTS. SEE 7. SPLAY WIRES TO BE SCREW ATTACHED ONLY. TYPICAL HANGER WIRE CONNECTIONS TO STRUCTURE DETAILS THIS SHEET IFREQUIRED. 0 TYP BRACING PLAN TIGARD 1 SEISMIC CEILING GRID DETAIL 2 STANDARD CEILING PERIMETER DETAIL DISTRIBUTION 72.0 TICL100.dwg 1"= 1'-0- T2.0 TICL101.dwg 3" = 1'-0" CENTER 8009 SW HUNZIKER ROAD 2X BLOCKING SAME DETAIL WHERE WALL HITS TIGARD, OREGON DIRECTLY ON SUB-PURLIN DOUBLE TRACK PER 2X BLOCKING1 i 2'-0" r 10,-0"MAX.AT GREATER THAN WALL TOP TRACK SIZE TABLE I I ,/ / 10'-0"BRACE WALL TO FLOOR OR TRACK BELOW 1,‘%0I, ROOF ABOVE PER WALL BRACE DTL L 1 I/ II I`I, ' BRACE BASE ►--- ATTACH BRACE TRACKS SPACE BETWEEN TRACK TRACK , TOGETHER WITH (2)#8 SCREWS SPRINKLER BRANCHLIKE _ SEE BIDDER DESIGN FIRE AND STUD/GYP. BD. IS 1/2" I AT 12"O.C. I PROTECTION DRAWINGS �If 2X BLOCKING AT DIAGONAL BRACING ( f711CORRUGATED STAINLESS STEEL ROOF PURLIN 24"O.C. Iei BRAIDED"FLEXHEAD'SPRINKLER STUD WALL PER PLAN i� SITE-STRUCTURAL . . r A 1 ♦ _ NOTES SAME AT `� S.A.T. CEILING 1.,,,,,,, �� + I�. HEAD DROP PER MFR 1 TO WALL TOP TRACK WIATTACH BRACE BASE TH •114•W .I�; ,,�` , HEAD TRACK TO BE 16 GA.WITH 2 1/2" DETAIL A(PERP.) . ��`�- w ,' LEG-ATTACH WITH(2)#8 SCREWS ROOF SUB PURLIN ROOF SUB PURLIN .41 ;. (2)#8 SCREWS AT 12"O.C. ,.��1�4I1-�I ,l SEE-STRUCTURAL SEE-STRUCTURAL STUD WALL L, ,,,1,V' ' AT EACH SUB PURLIN +Lit, 90 DEGREE ELBOW 't -J� STUD WALL PER I �� , PER PLAN PLAN E J ;, PER MECHANICAL E, PLAN r'. LAH. I tB ® PERPENDICULAR TO PARALLEL WITH ` - -� MULTI-PORT CEILING GRID ,� SUB-PURLIN SUB-PURLIN 1 112"X 1 112"X 3" „ ._ MOUNTING BRACKET 20 GA ANGLE W/(4) NOTES: �E ADJUSTABLE FLANGE -'- I , #6 SCREWS. 1)AT 6'STUD WALL USE 600T150-43 `II �`„ STUD TABLE E FOR WALL TOP TRACK ( -- • DOUBLE SUB-PURLINS EXTEND GYP. AT BRACE LOCATIONS BD.TO ROOF (MINIMUM STUD SIZES) 0,1 �I , DECK TYP. SUB PURLINS 1. WEB STIFFENERS NOT REQUIRED TOP AND BOTTOM.SHEATHING o TRACK SIZE TABLE (9'-0" TALL WALL) I I (4)#12 WOOD SCREWS `` REQUIRED ON BOTH FACES OF WALL.WEB PUNCH-OUTS SHALL FINISHED01111/L14 CEILING_ I FIN CEILG. 1 t-� PER PLAN / SEE PLAN SIZE _ - „ - - NOT OCCUR W€THIN 12 INCHES OF BEARING. �- - - _ LSUSPENDED CEILING • • LENGTH-0"- 12'-0" TRACK007150S3(BOXED) 2 SEE STRUCTURAL FOR BEARING WALLS.THIS TABLE IS FOR INTERIOR, • • I I NON-BEARING WALLS ONLY(LJ240 WITH 5 PSF LATERAL), FLEXIBLE 3 1/2'x 25 GA. STUD 12.-6"- 15'-6" (2)400T150-43(BOXED) CEILING TILE PER SPRINKLER HEAD REVISIONS FINISHES. STUDS SIZED PER CURRENT AISI-SMA SPECIFICATIONS. DIAGONAL BRACING SPECIFICATIONS - SEE BIDDER DESIGN FIRE ,,� 20 GA. 3"X 3'ANGLE Fy=33 KSI FOR 18 GAGE AND LIGHTER(Fy-50 KSI OPTIONAL). 15'-6"-22'-6" (2)800T150-43(BOXED) PROTECTION DRAWINGS !#\ DATE DESCRIPTION STUD WALL PER PLAN GROSS TEE o NOTE: NO BRACE IF ��, ! 3 04124/20 OWNER REVISIONS ATTACHED TO LJOIST/GIRDERASOCCURS STUDSIZETABLE1. PARTITION BRACING OCCURS4 BRACING DETAIL 6 SPRINKLER HEAD DETAIL SUB-PURLINS , 4'-0" 362S125-27(22 GA)AT 16"0/C. MAX. HEIGHT= 16'-O" AT ALL PARTITIONS WITH GREATER JOIST 362S125-33(20 GA)AT 24"0/C. -MAX. HEIGHT= 15'-0" THAN 10'-0"UNSUPPORTED LENGTH. T2.0 TIWL202.dwg 3"= 1'-0" T2.0 TICL102.dwg 3"= 1'-0" (2)20 GA. METAL ',, DEPTH = 4005125-27(22 GA)AT 16"0/C. -MAX. HEIGHT= 17.-0" STUDS AT 4'-0"O.C. 400S125-33(20 GA)AT 24"0/C. MAX. HEIGHT= 16'-0" 3,- 2.SEE ALSO PLAN FOR LOCATIONS 600S125-33(20 GA)AT 24"0/C. -MAX. HEIGHT= 20'x" OF DIAGANOL BRACING PER LEGEND 6a0S137 43(18 GA)AT 24"OIC. -MAX. HEIGHT= 28'-0" WO s 0.145 POWDER DRIVEN WALL ANCHORS '. ` • 600S137-43(18 GA)AT 16'0/C. -MAX. HEIGHT= 34'-0' AT 24'O.C. PER SPECIFICATIONS 8005137-43(18 GA)AT 24"0/C. -MAX. HEIGHT 32'-0" 800S137-43(18 GA)AT 16"0/C. -MAX. HEIGHT= 39'-6" (2)#8 SCREWS SECTION INTO JOIST AT 12'O.C.STAG. • -EXTEND 20 GA 3"X 3"ANGLE DETAIL NOTES: I ) �t OUT TO ALLOW FOR GYP. BD. LAP 1. WOOD CROSS MEMBERS AND BLOCKING SHOWN. PROVIDE METAL LAPJ GYP. BD. 2" SLOTTED TRACK Ii �} COMPONENTS AT NON-COMBUSTABLE CONSTRUCTION. WALL-TOP TRACK SIZE TABLE(WALL HT TO 13'-0 ) STRUCTURE ABOVE MIN-TAPE PER STUD WIDTH-3 1/2" TRACK#350T125-43 (FLOOR/ROOF)SEE + SPEC. ' �� SLOTTED HEAD TRACK TO BE 16 GA. PLAN AND STRUCTURAL / 2. THIS DETAIL IS FOR FULL HEIGHT WALLS. FOR WALLS THAT STUD WIDTH_3 5/8" TRACK#3627125.43 / "`� "VI41 WITH 2 1/2"LEG-ATTACH TO STUDS /// , rte/ : , EXTEND ONLY PAST THE S.A.T. CEILING.THEIR BRACING AND STUD WIDTH 4" TRACK#4007100-43 DRAWINGS "-�` WITH(2}#$SCREWS AT MID POINT Ai STUD WIDTH-5 1/2" TRACK#5507100-30 i CONNECTIONS TO STRUCTURE SEE DETAIL 3 OR 1/2"WAFFER HD. -V. / OF SLOT A3 A4.0 STUD WIDTH-6" TRACK#600T100-30 _ 3. 2 1/2"LEG SLOTTED TRACK: DRILLER SCREWS ►� - TRACK TABLE U.N.O. ON DRAWINGS OR DETAILS (:., / 3)#10 SCREWS TYPICAL - TO ROOF FRAMING OR BLOCKING • {MFR.TO BE SCAFCO OR EQUAL) STUD WALL • - PER PLAN - 0.145 POWER DRIVEN 3 WALL BRACING DETAILN."------------.."---.: E_. ANCHORS AT 24"o.G. �,��`�� € N Esse p PROF 44 20 GA.STUD BRACE I�j 1 £C) 4 E d 72.0 TIWL200.dwg 1/2"= 1'-0" -'- 'Q 4: 10' O"O.C. EACHWAY fr1 n SCREW TO FRAMING ABOVE y I u " I 5 N (} II 0PARALLEL WITH `. II�f�3 • CSN "1o► •---- . ; / CUT STUD FLANGES AND �� r • FOLD WEBS ALONG TOP PURLIN ti�G<" 1g, `� �Q ' OF CEILING GRID. SCREW k�!!v K� / WITH(3)#8 SCREWS BRACE TO BRACE, Exp 6-30-21 - (2)#8 SCREWS EACH SIDE 7 DEMISING WALL DETAIL T2 0 TIWL100.dwg 1"= 1'-0" DATE . � L3X3X20GA.X0`-3'MIN. ANGLE WITH MIN.(3) JANUARY 15,2020 #8 SCREWS SCALE PROD. NO. Ji":i NOTED 20190403 -JI S.AT. CEILING DRAWN CHECKED I I ^� COMPRESSIBLE KW HGK GASKET REFLECTED ' ( STUDDWALL PER E PLAN -� CEILING PLAN AND 5 BRACING DETAIL DETAILS T2.0 TIWL201.dwg 3"= 1'-0" r Mii 12 . 0 REVISED BLDG. PERMIT SET 05/04/20 - V L M K w i ��, 'i ENGINEERING + DESIGN �--,_,�- STUD FURRING PER PLAN STUD WALL PER PLAN EXISTING BLUE ACCENT BAND TO REMAIN -\ .• -_- 2s'-o" 3933 SW Kelly Avenue GRIND NEW 1/2"RADIUS TYP. �'�� • /- EXISTING CONCRETE H.M.FRAME TYPICAL •• i T.O.W.(+/_) B D ejPortland, Oregon 97239 TILT-UP PANELSHIM AND SEALANT TYP. EXISTING BODY COLOR EXISTING BODY COLOR d503.222.4453 ALL EDGES OF STOREFRONT : SUSPENDED CEILING PER 1 (LIGHT GREY)TO REMAIN (BEIGE)TO REMAIN I ICY VLMK.COM PER SPECIFICATIONS _^` PLAN AND SPECS. __- 29'-0"t• • L T.O.NEW OPENING � T.O.W. ` IL I I I II o SEE ELEVATIONS ------ �/ : `- Y,' i1=,•.... �I� LINE OF JAMB BEYOND _I- GRIND NEW 3/4"CHAMFER TYP. — I {— � SEALANT TYP.BOTH SIDES JVWRAP GYP.BOARD AND <) < "� Q NEW CANOPY / M A EXTEND TO WINDOW SYSTEM I- ALUMINUM STOREFRONT C i;o r 7 NEW STOREFRONT • PER SPECIFICATIONS J-METAL AT GYP.BOARD r ; WINDOWS EDGE. CAULK BETWEEN �� ♦,,.- 14 CONCRETE SEALER AT PANEL EDGE AND WINDOW ►�♦.♦�� NEW 14`-0'X 14'-0" 1�'2" EDGES PER SPECIFICATIONS A♦ �'� _ZZ TYP.ALL SIDES OF OPENING NEW ALUM.STOREFRONT �'��' 1 NEW 3'-0"X T-0' OVERHEAD DOOR - - / B.O.CAN. WINDOW PER SPEC. MAN DOOR Q .. .. -- - a; �r , 10'-0 1. _ HEAD XV R SCHED LE "' DOOR PE U - _ w 14i- 1 WINDOW HEAD DETAIL 6 DOOR JAMB DETAIL _ - `` "' ;1_ slL` cr_o- 6014 T3.0 T3.0 I I � � � �1---- • �_1 ---- FIN.FLR 7 II-1 I' I 4 NEW RAMP AND EXISTING WAINSCOT EXISTING MASONRY NEW CONCRETE RAMP LANDING PER PLAN. Q (DARK GREY) BUILDING TO REMAIN TO NEW ENTRY STUD FURRING PER PLAN SEE ® TO REMAIN (NO WORK) SEE PLAN FOR OPENING SIZE AND MULLION SPACING Q 8 NORTH ELEVATION I (E)PILASTER BEYOND T3.1 BUILDING 'A' yr.t."°- �,:+—WRAP GYP. EXTEND TO WINDOWBOARDAND SYSTEM GRIND NEW 1/2"RADIUS TYP. C - J-METAL AT GYP.BOARD EDGE. CAULK BETWEEN / a';• GYP.BOARD AND WINDOW f I O (E)DOWNSPOUT © EXISTING MASONRY BUILDING 0 TO REMAIN(NO WORK) SIM CONCRETE SEALER AT PANEL Z... r EDGES PER SPECIFICATIONS . �T29'-0OWt ____ Ow"t__ I � TYP.ALL SIDES OF OPENING II/ I _ / r - . ! REMOVE(E)DOOR,ENLARGE l - OPENING AND REPLACE WITH EXTERIOR FACE NEW ALUM.STOREFRONT NEW WINDOW AS SHOWN t WINDOW PER SPEC. NEW WINDOW > SHIM AND SEALANT TYP. ALL EDGES OF STOREFRONT B.O.CAN. 7-7 I I I PER SPECIFICATIONS e .1---------� GRIND NEW 3/4"CHAMFER TYP. 10'-0' j EXISTING TILT-UP -HE—- - "�y' i �� CONCRETE PANEL � '. (N)STICKPIN INSULATION TO 3'-0. �,_ .,u ., i a. SILL ------ �►.�;_ aI �' ROOF DECK ABOVE 0�-0" AAA .4f.,.:••.. 2 WINDOW JAMB DETAIL ILI FIN.FLR. -- �z . -- 0 ' 1� T3.0 3"=V-0" �' z � , L !`mss. rL 2 w INFILL DOOR OPENING WITH EVATION CONCRETE SEALER AT PANEL NEW ALUM.STOREFRONT 9 PARTIAL WESTEL EDGES PER SPECIFICATIONS WINDOW PER SPEC. NEW CMU PER DETAIL AND T3.1 BUILDING 'A' yr.t•-o- PROJECT NAME TYP.ALL SIDES OF OPENING //` FINISH TO MATCH EXISTING PER 1/S4.0 INSTALL SEALER ON CONC.PRIOR ;•-•"' FLASHING ``•� TI CARD SYSTEM WEEP JOINT.NO ;- Tr WINDOW INSTALL PER SPEC. i • 10 SEALANT ALLOWED.KEEP I_I i CANOPY FRAMING PER PLAN ; DISTRIBUTION CLEAN �. � MDO PLYWOOD(PAINT) CENTER B.O.OPENING —_____ ,iii �c L ' ' ' �/ IV SEE ELEVATIONS 1 1/2"DIA.HALF-ROUND � �f �` STANDING SEAM GRIND NEW 3/4"CHAMFER TYP. �'- • METAL ROOFING BUTYL ROD AND SEALANT / GRIND NEW 1/2"RADIUS TYP. Q g__ �o TYP.FRONT AND BACK �- / 4 8009 SW HUNZIKER ROAD T4.0 GUTTER AT NEW CANOPY TIGARD, OREGON SHIM AND SEALANT TYP. �� . PROVIDE DOWNSPOUT PER 9/T3.0 w STUD FURRING PER PLAN g ALL EDGES OF STOREFRONT U PER SPECIFICATIONS l----' -"\___ --- EXISTING CONCRETE /1/1-: s..--- .'-''.-----\±' � TILT-UP PANEL .- ' _ _ __..... 10'-2"a ________—- �...,,� —_. B.O.CANOPY .L --� 3 WINDOW SILL DETAIL I - - - 10l-0" I (N)S.A.T.CEILING TO MATCH \a WINDOW HEADER ,' T3.0 3"=1'-0" EXISTING .'�---- . V 1 \_ EXISTING CMU WALL NEW ALUM.STOREFRONT NEW STOREFRONT WINDOWS WINDOW PER SPEC. '_s AND DOORS AT ENTRY I CONCRETE SEALER AT PANEL l SYSTEM WEEP JOINT.NO -••r( — fir. EDGES PER SPECIFICATIONS 2 SEALANT ALLOWED.KEEP I_I TYP.ALL SIDES OF OPENING T3.0 CLEAN (E)CONCRETE FLOOR SLAB fir wir4.1 •' 1 • • • 1 1/2"DIA.STEEL GUARDRAIL � : • • I AT 42"ABOVE NOSING AT CURB REVISIONS • BEYOND TYP. DATE DESCRIPTION z. HORIZ.RAILS SPACED TO 1 1/2"DIA.STEEL HANDRAIL AT 36"ABOVE 3 04/24/20 OWNER REVISIONS j Q� PROVIDE 4"MAX.CLEAR SPACE NOSING ATTACH TO GUARDRAIL WITH -'v-i, ..�. .•1.o .l.� ',, •. •. . 3 cYD`0c3-/TO BETWEEN AT GUARDRAILS TYP. METAL BRACKETS TYP. tA BUTYL ROD AND SEALANT � 40. • A (�(� Q 11 (t~,C TYP.FRONT AND BACK J: •1 •Op f SHIM AND SEALANT TYP. '4% •r1 1/2" 2" ALL EDGES OF STOREFRONT ' •' rit / HEAVY TOOLED GROOVES FULL 314"RADIUS NOSING Ill PER SPECIFICATIONS ��0 ii 3'-0=--------- I I I I WIDTH AT EA.TREAD Elk MULL --- I t 4 WINDOW SILL DETAIL c` I ! I► T3.0 3 =V-0 I t r •- , ' • . • (E)CONSTRUCTION TO REMAIN USE CAUTION TO PROTECT {i 4I ' • a � c ti ' #4 NOSING BAR AT EACH •/ TREAD WITH#4 NOSING BAR AT EACH TREAD WITH WALL ,./: • .•, BEYOND • 1" I 1 \ f ,iI \ �,, i•, \ ...i.., \VY/ _I iii�� 1NFF� O FACE OF(E)CONC. r_ • :�... .' `� A5CtN29 WALL BEYOND i NEW ALUMINUM STOREFRONT r y-" y �(�y-�C +�_�y DOOR PER SCHEDULE YC�Od-'csp d��Od-��Od�CSOd-�csOd-' �d-'lT0 CC0 a * •:• • • ' • . / " s ALUMINUM STOREFRONT FRAME " � / •••• ` I 23" y Y 19 1 Q 2 BEYON) , ,1 4 • t ' . .• a AT BOTTOM CONCRETE SIDEWALK V� KE4 iN G. v Ale PER SITE PLAN A G.PAVING REINFORCE LANDING W/#4 CJ � � �� ,�� r T3.0 BARS AT 24"OC EACH WAY ? •-\464,,, ` • I ' .± __ DOOR SWEEP PER •,_ . = SCHEDULE g r --4-* I PER SITE PLAN Exp 6-30-21 THRESHOLD PER SCHEDULE �o Qj ;_s (271A U.O.N.)SET IN MASTIC a •a a ir . . • . . b . (E)CONCRETE FLOOR SLAB I •a� . • • v v • ,n�v w w �{v -. v •yu�••, •v -. • DATE j ; � j 0 i �'t 9 J) 0 n Q�] j�)�i 0 n n�n(1 JANUARY 15,2020 6"CONCRETE SIDE WALL BEYOND I O. WITH#4 BARS AT 12"ON CENTER SCALE PROJ. NOTED 2019019 0403 • , v EACH WAY �:. #4 BARS AT 12"OC 2"STANDARD PIPE INSERTS EMBEDDED IN DRAWN CHECKED �.:. EACH WAY CONCRETE 4"FOR GUARDRAIL WITH(2) KWK HGK ;: : , OPPOSING#3 TIES X 12" ) 41 Q(i lip•,�•, •fi d pt • „ . , , c ��, , ,, , � .0 EXTERIOR ELEVATIONS, ;_I ',• +(` SECTION & DETAILS t IP 19 05 4-45lol 5 DOOR SILL DETAIL 7 WALL SECTION -== _ =- T3.0 3”=1'-0" T3.0 3/4 =1-0 13 . 0 0 _____= __ - .- . REVISED BLDG. PERMIT SET 05/04/20 fl VLMK4 ENGINEERING + DESIGN 45'-0" (E)GRADE DOOR AS OCCURS PER PLAN 3933 SW Kelly Avenue ----, E Portland, Oregon 97239 #4 REBAR AT 48"OC VERT. 503222.4453 VLMK.COM (E)8"CMU WALL 6'-0" TO REMAIN -- 1 #4 REBAR AT 24"OC '////////////////////////////////////////////////////; II II H I I-- FLUSH -FLUSH BLOCK TO OUTSIDE CENTER IN BLOCK = / FACE OF EXISTING CMU - / e sr . A / (E)3'-0"X T-0" coo +7 _ / = I MANDOOR AS / OCCURS SEE PLAN // _ 1, , , , , , - L4X4X1/4 1 ! •�( I I I i ; I - - - --•- / - _ - - --'- p / I I I I I U ! ti II it L L_ I . -- 1 i I I I� _ _ r L4X4X114 /� C I t 11 v1 I I I I II I I1 1 t I I I � I I 'I I I I °' /il I II I I I I I I i I I II II I I I. I I it I 11 JHL It I I I t III I I I I ti ji L4X4X1/4 ' ' ' ' II II III1 I / I ' II I 11 I I I I II - II I I II I I I / _ I ! I I I - ____ L4X4X 1/4 j NOTES: V • "l= / = 8"CMU GRADE N E. , / 1)EPDXY ENDS OF REBAR INTO CMU WITH , = 4"EMBED USING SIMPSON SET EPDXY. TYPE 1 MEDIUM WT.UNITS 4 I WITH TYPE S MORTAR _ 2)LAP BARS 24"AS REQUIRED AT SPLICE fm=1500 psi T4.0 L4 X 4 X 1/4 - , / _ LOCATIONS. FULLY GROUTED L 3 / _ / / 11 II II It It Ii 1 1 CMU INFILL ELEVATION L4X4X1/4 / / 1` / I T4.1 1rr•r-o• o 4 C / Co m U / i / L4 X 4 1/4 / 1 / L4X4X1/4 / 1 / / / 4 .. [I' U (N)STICK PIN INSULATION TO _ / ROOF DECK "C"CLOSURE/LEDGER AT STUD WALL / GAGE TO BE SAME AS JOISTS PROVIDE / I (3)SCREWS TO EACH STUD \ L4 X4 X 1/4 / / / 3/4"PLYWOOD SHEATHING L4 X 4 X 1/4 / 4..............---7- 2 X 4 NAILER(RUN GYP.BOARD o / to UP TO TOP OF PLATE) °' / I I R-19 INSULATION `r, PROJECTNAME- w-- ' ---- f-- --- ' - -i .. v ::xlS:Jo:TS:l6oc L4X4X1/4 -, , I II fl-l' __ _ _ _ _ -11 1. 1 • , Ili , TIGARD FURRING WALL PER PLAN 1 _ - -- ,D, vI I ; �,a , Ill , , , d AND LEGEND SCREW TO - - °- -- l l -4- L4X4X /4 * L4X47C14 L4X4X1/4 INSIDE LEG OF TRACK TO ,,__ , ; 1 DISTRIBUTION I �� , c9 D, X , , X , , , , X , , X p PREVENT CONTACT WITH * �f` �' ____i_,-;_i L� i I X. L��: _ - CENTER EXTERIOR WALL -' 5/8"GYP BOARD ` 2•J' J C6 C6 C6ill til , � R-19 INSULATION AT WALLS c 1/2"AIR SPACE - 1 BETWEEN OFFICE AND \ { WAREHOUSE 8009 SW HUNZIKER ROAD - R-13 BATT INSULATION PER PLAN AND SPEC. STUD WALL . / 6'-6" / - 9'-0" 9'-0" 9'-o" - TIGARD, OREGON ,4 PER PLAN .._„•••-•` AI • +.- TILT WALL NEW OR No �' 33'-6" EXISTING ... L •^•••., - NOTES: 4 JOIST SIZES ARE FOR 10 PSF UNIFORM LOADING(U240)WHICH INCLUDES T4.0 ACOUSTIC CEILING TILE AND GRID AND BASIC MECHANICAL DUCTWORK. }nit_ ' - LOADING FROM EXTENSIVE MECHANICAL AND ELECTRICAL SYSTEMS MUST METAL STUD TRACK WITH BE VERIFIED BY ENGINEER. ii\_ 0.145"DIA.POWER DRIVEN DO NOT APPLY PLYWOOD DECKING OR ANY LOADING TO TOP OF JOISTS ANCHOR AT 24"O.C.TYP WITHOUT FIRST CONSULTING ENGINEER. 3 CANOPY FRAMING PLAN CEILING JOIST SCHEDULE T4.1 3/16•=r-0" NO BRACING BRACING AT BRACING AT NOTES: MID POINTS 1/3 POINTS 1)CONTRACTOR TO VERIFY ALL 600S137-33 9'-9'MAX SPAN 13'-11"MAX SPAN 14'-1"MAX SPAN DIMENSIONS AND ELEVATIONS WITH ti AT 24"O.C. - ARCHITECTURAL DRAWINGS. 600S162-33 11'-1"MAX SPAN 14'-1"MAX SPAN 14'-1"MAX SPAN AT 24"O.C. 60 S 3 113'-3"MAX SPAN 119'-2"MAX SPAN 121'-9"MAX SPAN 2) . I DESIGNLOADS:= 15 PSF CONCRETE SLAB O C LIVE = 50 PSF 600S162-43 111'-11"MAX SPAN 117'-3"MAX SPAN 119'-2"MAX SPAN AT 24"O.C. (OFFICE)+15 PSF(PARTITION) LIMIT JOIST DEFLECTION TO LU360,TU240 2 CEILING FRAMING DETAIL LIMIT GIRDER DEFLECTION TO TU240 T4.. 1"•1 3)BOTTOM OF CANOPY ELEVATION=11-4". REVISIONS DATE DESCRIPTION 3 04/24/20 NO CHANGES THIS SHEET FLASHING �. I , 1/2"X6"WX1'-9" /• WI(3)1/2"DIA.THRU-BOLTS 4 ..-••,.f/ / / L4X4X1/4 �'•?. / ', . T r FRAMING AND STEEL DECK TO • MATCH EXISTING CANOPY c,,, '/'•=• STANDING SEAM 1.-.=T, -_- _—` METAL ROOFING - • / �_ 12 (' • 3 /' - .•••• / a_J GUTTER AT NEW CANOPY /' �,� -__ PROVIDE DOWNSPOUT PER 9(73.0 PROF E. �'---` l eFp . •. \ � �is -• ,N.i'- *---, -ii . : . 7i-iN2(1 ' " .'L....t.j.' 1-: s'-o• / • vGl Y-_---_ --r 1.____0'-2" . 5 1g 'tea 4: 1/4"GUSSET PLATE VC/N G.KE' C6 PER PLAN Exp 6—3 0—2 1 EXISTING CMU WALL AND / DOUBLE BOND BEAM 1/4 V DATE JANUARY 15,2020 SCALE PROJ.NO. NOTED 20190403 4 CANOPY DETAIL DRAWN CHECKED T4,1 r•1•-0' KWK HGK CANOPY FRAMING PLAN AND STRUCTURAL DETAILS lir -- _ „.„_-_,----_, T4 . 0 _____. REVISED BLDG. PERMIT SET 05/04/20 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) - Pozzutec 20 required for concrete placed below 40 degrees Fahrenheit. TDC - Bldg. A T.I. trench shoring,forms,etc. E.5.d. Minimum densi J.4.h. Catch Basins: Shall be 24 inch s uare and minimum 30 inch hi h see lan for sum ty(per ASTM D-1557)as follows: q 9 ( p p C.3. Use Type I Cement, per ASTM C-150 unless otherwise approved. J.2. Contractor shall consider construction loads whenever such loads are in excess of normal design loads. E.5.d.a. APPLICATION See note 3 below COMPACTION requirements), unless otherwise indicated,with 28 inch square standard cast iron grate and ENGINEERING + DES 1 G N 8001 SW Hunziker St. ( ) C.4. Aggregate ASTM C33. Size to be 1 1/2 inch minus for slabs on grade and tiltwall panels. All other Particular attention should be given to forklifts,workman,wheel loads,storage of materials, etc. hinged drain access plates for clean-outs, all as manufactured by the Lynch Company, Inc.,or -Beneath pavements(See Note 1 below) 95% concrete may use 3/4 inch maximum size aggregate. Do not use 3/4 inch minus aggregate in slabs on D IVIS ION 1 - GENERAL Contractor shall be solely responsible for all shoring, bracing, cribbing, etc. Required to support by Gratemaster ironworks. Catch basins to be constructed of 10 gauge steel and to be asphalt rade ar tilt wall anels. construction loads. -Retaining or basement wall backfill (see Note 2 below) 92% coated after fabrication. 9 P 3933 SW Kelly Avenue C.5. Submit a combined gradation analysis for all slab on grade and tilt wall mix designs. 1 1/2 inch Portland Ore on 97239 A. These specifications are general in nature and are intended to set minimum standards for construction and K. PROJECT HOUSEKEEPING -Utility Trench Backfill: J.4.i. Downspout Drains: Verify 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 9 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.,clean and free of debris and organized -Upper 3 ft beneath pavements, slabs or structures 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 structures 92% downspout run. Notify Engineer of any discrepancy or other problem. Drains in paved areas to VLMK.COM literature,or on Drawings shall govem. Workmanship shall be maintained at good quality by the General mud, rack,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 9010 cement). Comply with ASTM C-494. Contractor. K.2. Contractor shall provide access to the site and 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 B. Design criteria: requirements and regulations and good construction practice. -Landscape areas 90°I° with compaction verification. Provide clean-out at each downspout. Use branch fitting with C.7. Maximum water allowed in slab on grade and tilt wall mix designs is 250 pounds per cubic yard unless E.S.e. NOTES: threaded plug for clean-out. otherwise approved by Engineer. 6.1. 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 C.8. oth entrainment ed y Ell com 1 with ASTM C-260 and shall be used onl where s ecified and/or Flat-roof snow load (Pf) 25 psf work. Convenience parking of vehicles in partially completed buildings is prohibited. -Special attention to base rock and A.C. Paving placed against concrete at overhead J.4.k. Manholes and Cleanouts: See SANITARY SEWER below. ( } P Y Y P K.4. Concrete slabs on rade shall be ke t sufficient# clean to avoid rindin and scratchin dama e. doors to ensure proper compaction is achieved. J.5. SANITARY SEWER approved by Engineer. Snow exposure factor (Ce) 1.0 9 P Y 9 9 9 9 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 w Snow load importance factor (Is) 1.0 falls,exterior paving, etc.),calcium chloride in the interior stabs on grade. Quantity(dosage)to be other abrasive materials and construction debris. of ASTM D-3034 SDR 35(4"-15")and ASTM F679(18"-27"); Schedule 40 PVC(or PVC C-900) Thermal factor (Ct) 1.0 -Where conflicts occur between the above values,the highest percentage shall govem. determined by Contractor and approval obtained from Engineer before use of accelerators. K.5. No motorized vehicles Qtg'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 er IBC 1603.1.4 -Initial compaction tests will be provided by Owner. Contractor shall be responsible for of i e D. REINFORCING {P ) "diapered"to prevent oil drips. P P Basic wind speed (3-second gust) 95 mph all re-testing required by tests not meeting Specifications. J.5.b. C900 Pol in l Chloride Pi a PVC C900 OR C905 Pie g D.1. All reinforcin to be ASTM A615 Grade 60 unless otherwise noted. K.6. No pipe cutting allowed on slabs that require cutting oils as a lubricant. yv' y p ( }: p and fittin s shall be PVC C900 OR 9 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 AWWA C900. Gaskets at connections shall be used per ASTM F-477 to seal integral bell to be in compliance with AWS D1.4. Occupancy category 11 during lifting. F. GEOTEXTILE socket to the s i of of each joint. Wind exposure B K.8. Only Blue Chalk is allowed for panel layout(Red chalk is not allowed under any circumstance). All F.1. Provide geotextile fabric(filtration or separation)and geogrid where indicated on the drawings. notify P 9 J D.3. Fabricate and install reinforcing steel according to the Manual of Standard Practice for Detailing layout lines, keel markings, etc.Are to be removed from stab 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 Structures-ACI Standard 315. Internal pressure coefficient (GCpi) ±0."* (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 drawings for size. construction will be removed and replaced at no cost to the Owner. approved manufacturer/grades: mirafi 500x,fibertex(grade 300),or as approved. frames and covers for storm and use watertight standard cast iron frames and covers for C.1. State of Oregon 2019 OSSC(Oregon Structural Specialty Code). D.5. 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 non-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 strep th-80 Ib; puncture strep th-35 ib; moiler burst Stier th- 130 si; apparent a enin size all comers and intersections. L. PROJECT CLOSEOUT 9 9 9 P P 9 J.5.d. Corrugated Manholes: Shall be of the same material, 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-Iinq 125ex; wellstone mills tns e040, r040,or pipe. Manhole lid and frame shall be constructed as to not directly bear upon the top end of the D.6. Splices in wall reinforcing shall be lapped 40 bar diameters(2'-0"minimum)and shall be staggered at be the latest edition unless otherwise s ecificall identified. L.1. Record Drawings. r042; us fabrics us 90nw; propex geotex 401; or as approved. least 4 feet at alternate bars. p y' corrugated manhole. D. OPTIONS AND ALTERNATE MATERIALS L.1.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 J.6. EXECUTION. D.7. All openings smaller than 30 inches x 30 inches that disrupt reinforcing shall have an amount of L.1.b. Accurately record all field changes as they occur. Show all concealed changes in the work and strength- 180 Ib; puncture strength-80 Ib; mullen burst strength-290 psi; apparent opening size-us reinforcing equal to the amount disrupted placed both sides of opening. D.1. "Alternates"refer to bid instructions for"Alternates"requested with proposals. Contractors may also J.6.a. Sewer Clean-Outs: Shall be installed in the storm and sanitary systems where noted on the final location of all utilities.Underground utility as-built Drawings(marked up blueprints)shall sieve 30. approved manufacturer/grades: thrace-Iinq gtf 200s; us fabrics us 200; propex geotex D.8. Provide the following reinforcing around wall openings larger than 30 inch x 30 inch. submit proposals for use of other alternate materials and methods for approval. Allow minimum of 5 be 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�cally required by the governing code. Clean-outs 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 shall be as noted on the drawings. and cast iron clean-out with serrated cut-off sections and threaded bronze lu Provide an 18 " D.2. "Options"shown of the Drawings may be used at Contractor's discretion. P 9 D.B.b. (2) #5 under opening x opening width plus 2 -0 each side. L.1.c. Deliver"record"set of Drawings to the Engineer on day of final completion. F.6. area to receive geotextile fabric or geogrid to be graded smooth without abrupt elevation change so inch square by 6 inch thick concrete pad around the dean-out IN UNPAVED AREAS. D.3. See Instructions to Bidders for provisions relating to"substitutions". Do not include in bid proposals any D.B.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 product will stretch tight and lay smooth over subgrade. installation methods, equipment used,staking, J.6.b. Beddin Bed all i in y substitutions not previously approved by the Engineer except as additional"Alternates", listed rovided: repair and la out direction shall be er manufacturers directions. rovide ade uate laborers to ensure 9 P P 9 to a 4 inch thick la er of sand or 3/4 inch minus crushed rock. D.8.d. Provide 90 degree hook for bars at openings if required extension past opening cannot be se arate on the ro osal forms. P Y P P q Inspection of the excavated trench by the Engineer may provide for the use of compacted native P IY P P obtained. L.2.a. As-built Drawings. (Payment for underground utilities will normally require as-built Drawings to that products are kept smooth as work progresses. material for bedding. Provide Owner with deductive alternate for use of native bedding material. D.4. Where Specifications state"or approved equal","or as approved", etc.,the General Contractor shall D.9. Provide 2 #4 continuous bars at to and bottom and at discontinuous ends of all walls. obtain Engineer's 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 { ) p - provisions relating to"substitutions". L.2.b. CD-ROM containin ima es of the followin G.1. Proof roll sub rade to veri stabili Noti En ineer to observe rollin Remove and re lace all soft contact of the pipe on the bedding for its entire length. D.10. Provide dowels from footings to match all vertical wall, pilaster and column reinforcing. (Poured in-place 9 9 9- 9 ty ty• ty 9 9• P columns and walls » » 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 ). E. GENERAL AND SPECIAL CONDITIONS L.2.b.1. As-Built Record set of drawings E.1. General Conditions as published by the American Institute of Architects(AIA Document No.201) 1997 L.2.b.1. All shop drawings 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. G.3. Check finished base rock for slo a before startin use of compacted native material pre-cover. Provide the Owner with deductive alternate for use 0.12. All vertical wall reinforcin to be laced in center of wall unless shown otherwise on Drawin s 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. p g paving. Notify Engineer before proceeding with of native pre-cover material. 9 P 9 Engineer's office. paving if any site areas have insufficient slope. (Less than 1 percent) D.13. Extend reinforcing to within 1 inch of wall and slab edges. L.2.b.3. Warrantees and guarantees. J.6.d. Back Fill: All back fill for site utilities shall be placed in layers and compacted as required by E.2. Modifications of General Conditions(see also"Instructions to Bidders"under separate cover). G.4. Asphalt paving to be level 3, dense graded, 1/2"hmac mix(ODOT),hma class 1/2"(WDOT),type a, Division 2, Ftll Materials and Installation. D.14. Contractor to design and provide additional reinforcing as required for lifting tilt wall. L.2.c. Equipment brochures and operating instructions. 1/2" maximum,coarse(Caltrans), type 3 plantmix aggregate. Contractor to specify AC viscosity grade E.3. Wherever the word"Architect"is used, it shall be understood to mean Engineer. L.2.d. Lien waivers. (NDOT),thickness shown on drawings. Deliver and place asphalt paving in accordance with current J•6.e. Grading: Following back filling,grade trenches to the level of surrounding soil. All excess soil E. CONCRETE FINISHES E.3.a. Article 2.2.5. Drawings and Specifications. One(1)set of Contract Documents will be provided ODOT,WOOT, CALTRANS,or NDOT standards ecifications as a licable unless otherwise a roved. 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 L.2.e. Warranties and guarantees. P PP PP provided on CD Rom to the successful Contractor. Refer to the Instructions to Bidders for P p G.5. Slo a all as halt avin minimum One er K. ACCESSIBLE HANDICAP SIGNAGE E.1.a. Hard steel trowel finish-use extreme care to tool formed panel edges. Use 1/8 inch radius L.2.f. Contractor and Owner unch list corrections com tete. p p P 9 p cent(0.01)to drainage(unless otherwise shown on { } ' additional information. F�ctra sets desired by the Contractor shall be paid for by the Contractor. L.2.g. Certificate of occupancy from building official. Drawings). K.1. Signs to be metal panels with permanent contrasting characters and background complying with state edge tool only. H. STRIPING and local regulations and ADAAG requirements. (See Division 10, SIGNS,for additional information). E.1.b. Patch all holes such as tilt wall brace anchors,form anchors,etc with epoxy approved for E.3.b. Article 3.5. Contractor to warrant and guarantee al!work within this Contract fora period of one L.2.h. List of Sub Contractors with current phone and fax numbers. " control joints. ifi tin f m t nti i m I ti n as 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 meta!post(galvanized pipe)in landscape area year(or longer where indicated in these Spec ca o s) ro da a of substa a co p e o L.3. Clean up: All areas of the building and site are to be finished,cleaned and suitable for occupancy adjacent to each accessible handica determined by Engineer. Nothing in these Documents shall be construed to reduce,abridge,or lettering in stalls designated. 1 p parking space: Embed post in 6 inch diameter, 12 inch deep E.1.c. Avoid damaging finish. (See also Division 1, PROJECT HOUSEKEEPING}. Avoid sliding tilt-up and/or use. Remove foreign matter, marks,stains,foreign paint,fixtures,equipment, etc. concrete fill. Top of footing at 3 inches below finish grade. panels. limit any other warranties,explicit or implied. H.2. Provide signage at accessible(handicap)stalls to meet state and local standards. Cross-stripe landing L.4. Prior to occupancy of the building,the General Contractor, Mechanical and Electrical Sub Contractors L. FENCING E.1.d. Exterior walks: E.3.c. Article 3.7.1. Permits,fees, licenses. The Owner will pay the plan check fees and building area/walkway within stalls and accessible routes across traffic lane. Cross stripes to be 24 inches on shall schedule and conduct an orientation meeting with the Owner to demonstrate operation and 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. permit fee. The Owner will also pay all system development charges,sewer connection fees, maintenance of equipment and deliver operating manuals. traffic im act fees,water meter fees and all other associated jurisdictional H.3. Cross stri all aved abru t sloes exceedin 50 ercent slo a with safe ellow 3 inch wide stri es prior to fabrication. E.1.f. Ex osed a re ate-steel trowel then wash to ex ose a re ate. P 1 Pe P P P 9 P P tY Y P P 99 9 P 99 9 approval/development fees. The Contractor shall obtain all licenses and pay all other fees and L.S. Prior to occupancy of building, deliver all keys and keying schedules to the Owner. at 24 inches on center. L.2. Fabric: 9 a 2"x 2"mesh fabric. alvanized or vc coated. vc color selected from standard colors. 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. 9 9 P P E.1.g. Curb ramps-finish as remainder of walk and cross score with tooled joints at 2 inch on center I. EXTRUDED CONCRETE CURBS L.3. Top rail: 1 5/8"o.d. 0.065 tube 1.11 lbs. per foot joined with 1 5/8"sleeve.galvanized or powder coated each way. Diamond pattern is acceptable. connection costs,etc.). M. CONSTRUCTION SCHEDULE/FINAL INSPECTIONS to match fabric. E.3.d. Article 4.5. Arbitration shall be o tional b either a on claims over$10,400.00. 1.1. Curbs to be no-slump concrete with a minimum compressive strength of 3000 PSI at 28 days. E.1.h. Formed concrete: remove fins, patch voids. Grind and fill for smooth even appearance. P Y P rtY M.1. Contractors are required to submit a schedule for the completion of the work as part of their proposal. 12. Spread epoxy bonding agent such as Concressive#1064 approved equal over surface to receive curb. L.4. Line posts: 1 7/8"o.d.0.065 tube 1.27 lbs. per foot.galvanized or powder coated to match fabric. posts F. CONTROL JOINTS AND EXPANSION JOINTS 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. Install curb within 20 minutes after a I in bondin a ent. to be set 10'-0"maximum on center.footing to be 12"diameter by 3'-0"deep concrete. Contractor or Sub Contractor erformin work or su ! in materials and shall not exceed 5 pp_Y 9 9 9 F.1. Provide joints in exterior walks as follows unless otherwise shown: Heavy(3/4 inch)tooted joint at 5 PROJECT NAME P 9 PP Y 9 M.2: At the paint of substantial completion, Contractor shall notify Engineer(in writing)of the anticipated 1.3. Provide joints as required. L.5. Terminal posts:2 3/8"o.d.0.065 tube 1.601bs.per foot.galvanized or powder coated to match fabric. feet on center. 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 footing minimum 12"diameter by 3'-0"deep. E.3.f. Article 9. Payments and completion. Payments to the Contractor may be withheld by Owner check off completed work. The Owner/Engineer will then make a final inspection using the contractors 1.4. Apply curing compound to all surfaces immediately following placement. F.2. Sawn control joints(see Drawings for locations). L.6. Fittings: regular brace band and carriage bolt, pressed steel rain end,eye-top or steel cap, 3/16"x 3/4" » » TI GARD during the course of the job if the project is not kept free of liens. Such payments will be punch list 1.5. Use caution in starting work that requires traffic on fresh placed asphalt paving. Check condition of F.2.a. All sawn prior to be cut using a Soffcut saw. tension bar and regular tension band and carriage bolt. gatvanizeed or powder coated to match fabric. promptly released upon removal of such liens. M.3. Services to be reimbursed by Contractor. paving and verify schedule for start of work with Engineer. F.2.b. Saw cuts to be made prior to cracking. Cut as soon as possible after initial set of concrete has DISTRIBUTION E.3. Article 11.3. Pro a Insurance. Contractor shall maintain the builders all risk insurance as L.7. Tie wire: 6 1/2"9 ga.aluminum tie wire at 15"on center at line posts and 24"on center at rails.powder 9 P dY M.3.a. Time required by Owner/Consultants after 3 weeks beyond time provided by the Contractor in J. SITE UTILITIES coated to match fabric. occurred. provided in Articles 11.3.1 and 11.3.1.1. Maximum deductible shall be not more than one his proposal for achieving final completion. J.1. General. F.2.c. Saw to 1/5 slab depth as soon as work can proceed without raveling. CENTER ercent 1% of the Contract amount exce t that it need not be less than$5,000.00. Contractor L.8. Slats:wood or pvc as noted on drawings. pvc color to match fence fabric. P ( ) P M.3.b. Re-inspection of punch list items that require more than one re-inspection. J.1.a. The work to be provided by the Contractor shall consist of furnishing all labor, materials, F.2.d. All saw joints are to be filled with a closed cell foam backer rod immediately following cutting of shall be responsible for all losses(cost)due to deductible. permits,surveying,supervision, coordination,and equipment necessary for the proper the joints(same day). Backer rod to be 3/8"diameter and installed flush with the top of the slab. F. EXAMINATION OF SITE AND CONTRACT DOCUMENTS 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 are 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 DIVISION 2 - SITE WORK these Drawings. The work is#o be completed so as to provide properly functioning systems of premotded plastic keys will not be allowed. 8009 SW HUNZIKER 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. F.4. Doweled joints: Where doweled oints are re uired or allowed,take recautions to main#cin s uare examination of the Drawings, Specifications and other Contract Documents and inform themselves as to J.1.b. A rovals: Different jurisdictions ma rohibit the use of certain construction materials and/or A. GENERAL J 1 q P q TIGARD, OREGON A. GENERAL PP J Y P alignment both horizontal and vertical AEI dowel material to be saw cut or ground smooth to maintain the quality of materials. procedures. Do no work without a roval from the ro er urisdiction. Cost of than es 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 PP P P 1 9 cross-section at ends. F.2. Bidders finding discrepancies,omissions or in doubt as to the true meaning of any part of the Drawings, when work has proceeded without jurisdictional approval shall be the sole expense of the A.2. Inspections/testing. Engineer's office. Alt bidders shalt familiarize themselves with the subsurface and site conditions. 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 clarification prior to starting any work. A.2. Acceptance of site. Bidders shall inspect the site and be familiar with typical conditions in the area and J.1.c. Safety: the safety(as it relates to this construction project)of workers, neighbors, and to verify compliance with the project Specifications. Contractor shall be solely responsible for G.1. Preparation: All forms and excavations to be moistened before placing concrete. the conditions under which the work is to be performed. The site shall be accepted in its existing G.2. Curin com ounds and li uid hardeners: F.3. The Owner will not be responsible for any loss, or for any unanticipated costs which may be suffered by passers-by is to be the responsibility of the Contractor. Unsafe conditions shall be identified compliance with the Specifications. 9 P q condition and no claim shall be made for any visible condition not shown on the Drawings. 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 the site and/or are described in Drawings, Specifications,geotechnical reports,surveys,etc.That are A.3. Construction use-Contractor shall: exist, shall be avoided at all costs. cylinders for determining strength for lifting panels, etc. prior to initial slab on grade pour. available to the Contractor. A.3.a. Exercise caution in the use of the site, particularly when subgrade materials are moisture J.1.d. Drawings: Drawings provided are based on reported site conditions and dimensions. Actual G.2.b. Curin com ound: Li uid- a membrane-formin curin com ound com I in with astm c309, sensitive and wet conditions exist in the sub rade. A.3. Tolerances: 9 P q tYP 9 9 P P Y 9 F.4. These Specifications may include material and/or performance specifications that may not be part of the 9 site conditions, or dimensions, may vary and any such variation should be reported to the 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 A.3.a. Floors mg per liter. F.S. Contractor shall coordinate his work with the work by others to provide minimal delays to all parties. and so that work can proceed under normal weather conditions. portion of these Drawings. All dimensions shall be verified 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 G.2.c. Products: A.3.c. Be responsible for correcting damage to the subgrade caused by construction activities. fabrication or construction of any portion of the proposed work. shall conform the following minimum F-number requirements: F.6. The General Contractor is responsible to provide all design and engineering services,for design/build G.2.c.1. Day-chem rez cure,dayton superior items noted.This includes coordination with other affected disciplines(mechanical,electrical,fire 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:GAFF=401 OAFL=30 protections, structural,etc.)And all permit requirements(energy cue compliance, etc.)Necessary fora for construction of access roads, added provisions to specified systems to support construction inspections and shall present the Owner with a properly executed"Certificate of Inspection", A.3.a.3. Minimum local values: MLFF=20/MLFL= 15 G.2.c.2. Spartan Cote WBII (VOC),the Burke company complete system design. loads and for correction to site conditions and/or installed work that is dama ed b construction prior to making application for payment for any portion of the wank. G.2.c.3. Eucocure vox,The euclid Chemical company g y A.3.a.4. General conformity to design grade: Except as set forth in Paragraph 3 below,the G. SHOP DRAWINGS AND SUBMITTALS activities. J.1.f. Codes. All work methods and materials shall conform to all local,state and federal entire random traffic floor shall fall within plus or minus 1/2 inches of its specified G.3. Execution: A.3.e. Plan construction activities to prevent and/or mitigate damage to site. requirements, regulations,and taws. elevation. G.3.a. Footings: Single coat. Apply as soon as bleed water is gone. G.1. Submit shop drawings of portions of the work indicated in individual sections of this Specification. 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 in Paragraph(a)above shall not apply to any slab that is to be inclined or cambered. membrane cured,subject to approval of the process by the Engineer. (E.g. Footings may be required shop drawings is as follows; 6.1. Contractor is to be experienced with the type of work and conditions where the work is to be performed. Engineer,the proposed substitution is expected to perform properly. All costs associated with the Similarly no FL levelness tolerances will be applied to any unshored elevated cured by covering tightly with visqueen.) G.1.a. Prefabricated structural members and components(E.g.Trusses,GLU-iAM Beams,etc.) Contractor shall be responsible for the selection of the materials and methods for accomplishing the Engineers review and changes in construction costs associated with the proposed substitution shall be construction. work. Special attention is directed to the conditions at the time the work is to be performed. the res nsibili of the Contractor. G.3.c. Hot weather/cold weather procedures. Take special precautions as appropriate during adverse G.1.c. Structural steel and miscellaneous steel. P: ty 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. Finish subgrade for paving and concrete slab on grade to be within 0.06 foot of grades and contours J.3. WATER: the Owner's expense on each newly installed slab within 16 hours after completion Engineer when 24 hour forecasted temperatures are below 40 degrees 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. J.3.a. Co r Pi e T " 0.1.d. All reinforcing steel. Veri com liance with En ineer before roceedin with next hase of work. Failure to do so will lace ppe p : ype 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 ACI recommended procedures, provide water sprinkler on all - fY P 9 P 9 P P piping, conforming to ASTM B-88. Fittings shall be wrought copper. Solder all joints and with ASTM E1155-87. Grade conformity tests shall be made using either an optical slabs and flat work when temperatures exceed 80 degrees Fahrenheit. #� DATE DESCR PT ON G.1.e. Structural systems. responsibility for correction upon Contractor. fittings. or laser level. Results of all floor tolerance tests, including a formal notice of 3 04/24120 NO CHANGES THIS SHEET - G.1.f. Storefront. B.3. Place stakes at alt locations of spot grades shown on Drawings. acceptance or rejection of the work shall be provided to the contractor within 24 J.3.b. Ductile Iron Pipe(D.t.P.): Shall be cement-mortar lined and shall conform to ANSI A21.51, DIVISION 4 - MASONRY G.1.g. Man-doors(door and frame). B.4. 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. G.1.h. Finish hardware. approval prior to placement of subsequent fill and paving. the requirements of ANSi C110. A.3.a.7. Remedy for Out-of-Tolerance Work: The entire slab shall be subdivided into G.1.i. 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 construction and control joints,whichever subdivision yields the smaller areas. G.1.j. Metal roofing and siding. All minimum local floor sections measuring at or above both the MLFF and MLFL A.1. Design fm= 1500 psi at 28 days. C.2. No' En ineer immediate) if unusual conditions are encountered. C900 OR C905 unless otherwise noted on the plans. 0900 AND 0905 PIPE shall meet the number shall be acre ted for F-number com liance as constructed.All minimum A.2. All concrete mason units to be Grade N,Type 1,medium wei ht units er ASTM C90 d to G.2. For bidder designed items(Deferred Submittals),the drawings and calculations shall bear the stamp ofY 9 Y p p' ry g p ry requirements of ASTM D-1784 in accordance with the requirements of AWWA C900. Gaskets an engineer(product engineer)registered in the state where the project is located. Such drawings shall C.3. Site shall be cleared and stripped of all vegetation,topsoil,and organic materials. Remove and dispose at connections shall be used per ASTM F-477 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. 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 re uirements of ASTM D-3139. F-numbers shall be removed and replaced. No remedies for defective minimum A.3. Net Area Com ressive Strep th NACS of the concrete mason units shall com I with IBC Table the attention of VLMK that the product engineer has deviated from the VLMK design drawings. Such needed for later use. J 9 q local floor sections other than removal and replacement of slabs will be permitted 2105.2.2.1.2. See Unit Stre gth Method table below. ry p Y deviation may be cause for rejecting the shop drawings. See Drawings for items classified as Deferred J.3.d. Schedule 40 polyvinyl chloride pipe(SCH 40 PVC): private domestic and irrigation water pipe unless otherwise agreed to by Owner/Engineer. C.4. Remove all stumps and roots over 1 inch diameter from all topsoil for landscaping use. and fittings shall be schedule 40 PVC(1/2"-4"). Schedule 40 pipe shall be manufactured in A.4. Mortar to be Type S (1800 psi)using the'Property Method'per ASTM C270. Submittals. D. EXCAVATION compliance with ASTM D-1785. A.3.b. Walls,columns: Maximum deviation from plumb= 1/4 inch. G.3. Submittals to be rovided at least 3 weeks rior to be innin fabrication. A.5. Grout to have a minimum 28 day strength of 1.25 times the Design f'm but not less than 2000 psi. See P P 9 9 A.3.c. Tilt wall alignment: Maximum deviation 1/4 inch (1/8 inch across joints). D.1. Excavate for footings, piers and slabs to sizes and levels shown or required. Utilize straight edge J.3.e. Water Service: Piping, valves, backflow prevention,vaults, meters,hydrants,and connection to Unit Strength Method table below. G.4. General Contractor to review submittals before transmitting to Engineer,and place his review stamp bucket to minimize soil disturbance. Clean all footing excavations of loose material. main line shall be according to the requirements of the governing agencies. B. FORMWORK AND SHORING A.6. All grout mix designs to utilize a fluidifier admixture, Intrusion Aid by Specrete-IP or approved equal. date and marks on all copies. D.2. All over-excavation shalt be back-filled and compacted as"Engineered fill"or with concrete to same J.3.f. Alternate materials may be used if 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. Oregon Plumbing Specialty Code. conditions involved and compatible with the finished appearances. A.7. Compliance with fm shall utilize either the"Unit Strength Method"or the"Prism Testing Method"from items producing a hanger or support load of over 50 pounds shall be hung by a system approved by D.3. If over-excavation is re uired to remove soft s ots resultin from conditions be and the control of the J.4. STORM SEWER-All storm sewer i e shown on the lans shall be Pol in l Chloride 3034 PVC i e B.2. Ground forms. To the extent ractical all isolated footin s should be round formed or artiall round the latest edition of the International Buildin Code. VLMK. Any hanger or support producing a load over 200 pounds shall have additional framing installed q p 9 Y P P P W Y { }P P P 9 9 P Y 9 9 Contractor,the Contractor shall receive additional compensation. Notify Engineer before proceeding. unless specified as other than PVC. Pipe materials other than those specified on the utility plan shall formed. Clean all ground formed footings of loose debris and use caution during concrete placing to to transfer these loads to the main structural beams or wall unless otherwise approved. A.8. For the Unit Strength Method: G.6. Where re uired seismic biotin for mechanical and electrical a ui mart, s rinkler piping or other D.4. Soft spots created by the construction 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. �Ep PROF£S q 9 q P P " without authorization from the En ineer. Design Pm NACS Grout Strength �c, S non-structural components shall be provided by the contractor in accordance with chapter i3 of ASCE are the responsibility of the Contractor. (See paragraph A above) 9 B.3. Chairs for reinforcing steel shall be adequate to securely support and hold reinforcing steel in place.» Desi psi 1900 psi 2000 psi �,��' i N£F /O it m ed b a licensed en ineer shall be submitted to VLMK D.5. Do not excavate closer than 2:1 sloe below base of footin s unless approved b 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 t 'A 7 05. Structural calculations and data s sta p y g P 9 Y 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 psi 2440 psi 2250 psi 5 G.7. VLMK will review and mark-up a maximum of(3)Three copies of submittals.The contractor will be Grade and cover stockpiled material as required to afford weather protection. PVC Profile pipe(smooth interior)shall meet the requirements of ASTM F794-01 (4"-48"). shall adequately be supported using metal chairs. 2000 psi 2800 psi 2500 psi _ responsible for duplicating mark-ups if 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 psi 3125 psi `�G �� returned to General Contractor within two weeks for copying and distribution. 12 , dr 25,dr 18 or dr 14) OR C905(14 48 ,dr 25,dr 21 or dr 18)and shall meet the C.1. Strength: Average 28 day concrete strength determined by job cast lab cured cylinder to be as A.9. All work shall conform to Section 2103 through Section 2108 of the latest edition of the International y-qV • f 9.1:'Q E. FILL MATERIALS AND INSTALLATION requirements of ASTM D-1784 in accordance with the requirements of AWWA C900. Gaskets indicated below plus increase depending on the plant's standard deviation as specified in ACI 318. Buildin Code. �N G.K H. SPECIAL INSPECTION AND TESTS(ALSO SEE SHEETA3.1) " « 9 E.1. Notify Engineer prior to 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 a1!concrete to be used. Clearly label alt 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 ins ected. Obtain com action tests if re uired. joint. 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 P P q proposed area of use. EX 6—3 0-21 E.2. "En ineered fills": on-site materials,free of or anic material, ma be used for structural fill under J.4.c. Hi h densi of eth lene i e HDPE : i e and fittin s shall be HDPE and shall meet the otherwise noted in Drawings): p with the Engineer prior to beginning project and will be responsible for contacting testing agency with 9 9 y ( 9 tY P Y Y P P ( "- )" P P " 9 " " C.2. Minimum mix requirements: 9 P ) J P P 9 q ( ) ( 9 ) ty 9 A.10.a. Vertical: 1 #5 at 48 inches on center Ius 2 #5's full hei ht each side of o enin s unless Buildin sand aved areas subject to maintenance of a ro er moisture content and obtainin re uired requirements of AASHTO M-252 3 10 , M-294 12 and lar er, pe S(4 -48 cornu ated ( ) P ( ) g P 9 adequate prior notice and to allow full access to work. outside,smooth inside ,type D(closed rofile with smooth interior,42"-48" and MP7 54"and LOCATION MIN.COMP. SLUMP MIN. CEM ADMIXTURES otherwise noted on Drawings. DATE compaction. ) P ) { JANUARY 15,2020 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. Footings 3,000 PSI 0"-5" 470 LB. None bond, plus(2)#4's at top of wall and at each intermediate floor level. Locate first bond beam at SCALE PROJ.NO. H.3. Testing performed at Contractor's option or re-testing of previously noted irregularities to be paid for by E.3.a. Under paving: Base course of 1-1/2 inch minus well graded clean crushed rock(less than 5 all joints shall be gasketed, lab test certified to 3.5 psi joints: integral bell/spigot with a rubber ground floor level. NOTED 20190403 percent passing 200 sieve)of depth shown on Drawings. asket meetin ASTM f-477 installed on the s t of end. Interior Slab on Grade 3,500 PSI 2"-4" 517 LB. (b), (d) the Contractor. 9 9 P 9 A.10.c. Lintels: DRAWN CHECKED E.3.b. Trench backfill. Unless otherwise specified,all trench backfill shall be 3/4 inch minus J.4.d. Concrete Pi e: Pi a and fittin s sha[I be concrete bell and s i of i e with rubber askets in f Max water 250 PCY) KwK HGK I. TEMPORARY FACILITIES P P 9 P 9 P P 9 Less then 4 feet wide: (2)#4 s in bottom of 8 inch deep lintel. well-graded clean crushed rock. (Less than 8 percent passing 200 sieve). confined grooves conforming to ASTM C-14 for Non-reinforced Concrete Pipe(CONC)and Exterior Slab on Grade 3,000 PSI 2"-4" 517 LB. (b), (c), (d) 1.1. Signs. Contractor shall provide a 4 foot x 8 foot sign constructed of 3/4 inch exterior plywood and 4 feet to 6 feet wide: (2)#4's in bottom of 16 inch deep lintel. E.3.c. Back fill where finish grade is above building floor. With free draining granular material, ASTM C-76 for Reinforced Concrete Pipe(RCP). Interior Slab on Metal Deck 3,500 PSI 2"-4" 517 LB. (b) supported by two 4 x 4 posts embedded in the ground to adequately support and brace the sign. The pea-gravel or round drain rock. A.10.d. Corners and intersections: (1)#5 comer bar x 24 inches x 24 inches at each bond beam for 8 sign is to be painted and lettered as instructed by the Engineer(see Drawings). Alt other signs, - f 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 S P EC I F I GAT I O N S E.4. Top soil: Natural topsoil from onsite or as required by the plans,suitable for growing plants and free o shall be hub and spigot cast iron pipe(CIP)or Schedule 52 ductile iron bell and spigot pipe { ) inch walls. (2)#4 comer bars x 24 inches x 24 inches at each bond beam for 10 inch or 12 inch posters,etc.,are prohibited. (Max water 250 PCY) walls. 1.2. Utilities. The Contractor shall be solei res onsible for all other tem ora facilities indudin 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, Y P P ry 9 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 0"-5" 470 LB. (b) A.10.e. Splices in vertical wall reinforcing shall be lapped 62 bar diameters. Where not more than(1) sanitation,water, electric, etc. Contractor to pay costs of all utilities until the time of substantial com letion. E.5. Compaction: 21 or dr 18 arty). NOTES: bar is required in each cell, a 52 bar diameter lap may be used. P J.4.f. Aluminized Steel Pi ASP Pi a and fittin s shall be Aluminized Steel and shall conform to A.10.f. Horizontal bond beam reinforcin shall be la ed 52 bar diameters. 1.3. Job shack. Contractor shall provide and maintain a job shack complete with lighting, ventilation,plan E.S.a. Selection of compaction equipment and processes shall be the sole responsibility of the ( ) P 9 (a) - Slump exceeding specified limits shall not be incorporated in the project except by written 9 PP r table, phone,facsimile machine, and computer 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 A.11. Electrical boxes, conduit and lumbin shall rat be faced in an cell that contains reinforcin = �� lifespan. approval from Engineer. P 9 P Y g kept clean and usable for Owner and Engineer. "Record set"(permit set)of Contract Documents E.5.b. Prepare areas to receive"Engineered"or"Select"fill by compacting subgrade. If subgrade (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 En ineer and condition material to near"o timum" J.4.g. Corrugated Metal Pipe(CMP): Shall be of the type,diameter,and gauge indicated on the ___ - _- 9 P c AE=air entrainment A.13. For grout lift heights exceeding 4'-0", provide bar positioners for all vertical wall reinforcing. _ ____ J. TEMPORARY BRACING and compact Drawings. Pipe and fittings shalt be helical corrugated unless otherwise specified. Pipe and O - A.14. Special inspection is required for all masonry construction. See Drawings for additional information. in n h It b nnular for a distance of 12 inches. Pi es shall be connected with 12-inch I ' m I ride Ilowed rip cold weather. - _ _ �� ■ J.1. Contractor shall be sole) res onsible for the desi n and installation of all tem ora braci g E.S.c. Install material(except topsoil)in lifts not to exceed 8 inches(loose)and compact with suitable fltt gs a ds s a e a p (d) Up to 1 112 percent ca cu ch o a du g Y P 9 p ry g,shorin REVISED BLDG. PERMIT SET 05/04/20 VLMK -Fb=2600 psi, E= 1.900.000 psi, Fv=285 psi G.1.c. Tape for Vapor Barrier: Pressure sensitive tape of type recommended by vapor barrier pattern edges. DIVISION 5 - METAL manufacturer for sealing joints and penetrations in vapor barrier. C.5.d. Concrete, Elastomeric coating: One coat alkali resistant primer. Two coats 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) elastomeric masonry coating. Each coat to achieve a dry film thickness as required by ENGINEERING + DES1GN 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: C.5.e. Concrete Masonry Block, Exterior Walls, Elastomeric Coating: G.2.b. Width: To match stud or joist spacing 3933 SW Kelly Avenue A.1. All structural 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 SimpsonG.2.c. Maximum flame spread and smoke developed values of 25 and 45, respectively. 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. Elastomeric Coating finish as recommended by manufacturer. Provide one coat 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. DIVISION 8 - DOORS AND WINDOWS recommended by manufacturer. VLMK.COM A.3.c. All beams and joists not bearing on another member to connect with 'U'type hangers unless 2 e. . C.5. Elastomeric Coating: Two coats of Acrylic Elastomeric Coating. Total dryfilm A.3. Unless otherwise noted, Contractor will be required to provide a separate permit for bidder design otherwise noted on Drawings. ry structural systems. " " thickness not less than 15 mils,or as recommended by manufacturer. A.3.d. Nailing: All nails specified in the Drawings to be common nails unless otherwise noted. All A. STOREFRONT-CENTER GLAZE SYSTEM C.5.f. Concrete MasonryBlock, Interior walls: B. MATERIALS nailing shall comply with IBC Table 2304.9.1, nailing schedule. Obtain Engineers approval of all B.1. All steel W sections to be ASTM A992 typical unless otherwise noted. proprietary nailing systems. A.1. Aluminum center glazed type. 2 inch x 4 1/2 inch mullions. C.5.f.1. 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 A.3.f. Corrosion Protection: A.4. Include integral thermal break. thickness not less than 15 mils,or as recommended by manufacturer. 8.4. Structural tubing to be ASTM A500 Grade B(Fy=46 ksi rectangular, Fy=42 ksi round). A.S. Manufacturer C.6. Plywood Siding: two coats acrylic latex paint-low gloss B.S. Unless otherwise noted, bolts to be A325N for steel to steel connections. A.3.f.a. Confirm required corrosion protection for hardware and fasteners with specific recommendations from pressure treating manufacturer or hanger manufacturer(use most A.5.a. Kawneer 451 Trifab II C.7. Wood Trim: two coats semi-transparent oil base stain-Cuprinol,Olympic,Cabots. B.6. Anchor bolts and wood connections to be A307. Provide standard plate washers under all bolt heads conservative)for specific Pecific wood treatments used. A.5.b. U.S.Aluminum,Center Glaze C.8. Copings: two coats exterior alkyd enamel-semi-gloss. and nuts in contact with wood. A.3.f.b. Minimum corrosion protection on metal connectors exposed to the environment or pressure A.5.c. NO SUBSTITUTION. C.9. Interior. B.7. Anchor rods to be ASTM 1554, Grade 36 unless otherwise noted. treated lumber to be per ASTM A653 Class 185(Simpson ZMAX)or ASTM A123. B.8. Lagbolts in wood to be SAE J429 Grade 1 with minimum dimensions meetingANSI/ASME B.18.2.1. E.6. Doors: C.9.a. General-one coat acrylic primer,one coat airless spray(off-white latex)on: A.3.f.c. Fasteners for pressure treated lumber must be minimum Hot-Dip Galvanized, Stainless E.6.a. Narrow style door. C.9.a.1. Inside face of the exterior concrete walls. B.9. Light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A1003 ST50H with Steel,Silicon Bronze or Copper. (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 A153,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. B.10. Headed steel stud connectors shall be Nelson Granular flux-filled headed studs or prior approved equal A.3.f.e. 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 cold rolled carbon steel and shall conform to ASTM A-108,GradesE.7. Installation: latex acrylic paint,eggshell. nails with Hot-Dip Galvanized hangers). � gg 1015-1020 with a minimum tensile strength of 60,000 psi. Studs to be automatically end welded with a E.7.a. Prior to installinganystorefront,verifythat all concrete edges have been sealed with concrete C.9.c. Gypsum board,water resistant. One coat acrylicprimer,two coats interior alkyd enamel, stud welding gun. Alternate welding procedures may be used only with prior written approval from the A.4. Delivery and storage: All lumber and sheathing delivered to the site,shall be stacked or stored off the 9 YPY kY Engineer. Stud Welding, Inspection and Testing shall conform to AWS D1.1. ground and properly protected against weather. sealer per Division 7,f. semi-gloss. C. DRILLED ANCHOR BOLTS: A.S. 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 coats lacquer or varnish. 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 coats Alkyd Exterior Enamel, ADHESIVE ANCHORS for patching and sealing requirements. Notify Contractor of defects observed and obtain Semi-Gloss. A.6. Cutting and notching of joists not allowed. A 1 inch diameter hole may be drilled in the center 1/3 of the 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 3/16 inch-5/16 inch sealant bead match adjacent surfaces. Concrete Hilti 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 Hilti 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 DIVISION 10 - SPECIALTIES B. FINISH CARPENTRY "Tremco Expando-Flash"flashing at joints in flashing. Concrete Powers PE1000+ Epoxy Adhesive Anchor ESR-2583 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 B.1. Plywood siding: 5/8 inch thick medium density overlaid plywood type 303-OL. Install over building paper with countersunkgalvanized casingor finish nails. Space sidingpanels 1/8 inch minimum at attachment fasteners. Provide splice sleeves and sealant at expansion joints. Masonry Hilti HIT-HY 150 MAX Adhesive Anchor ESR-1967 P 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: 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. B.2. Wood trim(exterior): Western Red Cedar. S4S K.D.A Grade. weepholes. Do not seal joint between sill flashing and storefront sill member. D.2. Colon Selection from full range of colors. BASE MATERIAL PRODUCT I.C.C.# B.3. Wood door frames and trim(interior): B.G. Hemlock-Fir, C and better, K.D. Concrete Simpson Strong-Bolt Wedge Anchor ESR-1771 E.B. Quality assurance: D.3. Mounting: To frame head, on inner face of frame. Concrete Hilti Kwik Bolt TZ Anchor ESR-1917 E.8.a. Submit shop drawings showing all reinforcement attachment and edge conditions for Engineer's D.4. Locations: At all windows and storefront(except at doors)full height of glass. Concrete Powers Power-Stud+SD1 Anchor ESR-2818 DIVISION 7 - THERMAL AND MOISTURE PROTECTION approval prior to fabrication. D.5. Manufacturer: Hunter Douglas Concrete Powers Power-Stud+ SD2 Anchor ESR-2502 E.8.b. Guarantee water and weather-tightness of assembly including frames,edge sealant and glazing E. SIGNS N for two years. Masonry Hilti Kwik Bolt 3 Anchor ESR-1385 A. SHEET METAL AND FLASHING E.1. POST-MOUNTED ACCESSIBLE(HANDICAP)PARKING SIGNS: See DIVISION 2,ACCESSIBLE E.8.c. In the presence of Engineer's and Owner's representatives,spray test all units to demonstrate SIGNAGE. A.1. Fabrication and installation of sheet metal items to comply with SMACNA Architectural Sheet Metal (HANDICAP) SCREW ANCHORS: Manual latest edition and IBC 1405.3 and 1503.2. water-tightness of complete installation. Utilize full pressure stream from domestic water hose E.2. At all exterior pedestrian doors that are not part of accessible route to building, provide sign mounted on BASE MATERIAL PRODUCT I.C.C.# and nozzle,directing steam at head,sill,jamb and mullion members from 4 foot distance, door with{ end: ACCESSIBLE ROUTE in 3 inch high letters and directional arrow toward nearest 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 g Concrete Simpson Titen 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. N 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.1. 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. F.1.a. 1 inch insulating glass,tempered where required by code. All glass to be heat-strengthened. A. None A.S. Contractor to guarantee water tightness of roof flashing, copings and scuppers for a minimum of two(2) D. WELDING years. F.1.b. Exterior glazing color: Match Existing. D.1. All welds to be made by certified welders to AWS standards with E70XX electrodes. Contractor shall A.6. All sheet metal work to be installed in manner to maintain weather provide a finished,and tightnessF.1.c. Doors: 1/4 inch tempered. Color clear or tinted to match windows. No reflective glass in g doors. DIVISION 12 - FURNISHINGS pay special attention to the means and methods of construction they anticipate employing on the smooth,unwrinkled appearance. Provide concealed clip at front(outer)face of copings. project. Some welds shown as shop welds may need to be field welds to aid erection. A.7. Joints to be standing seam at copings,flat lock seam at back wall flashing. Joints at scuppers and F.2. Glass to be safety glazing at the following locations: 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 1 inch of areas to be welded. B.1. Roof and siding to be pre-finished preformed standing 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 A. None TIGARD and edges shall be of matching material with same gauge and finish. E.4. Any steel inserts protruding from concrete work to be ground flush, primed and painted. G.1. MATERIALS 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.1.a. Butts-Stanley DISTRIBUTION 19 inches on center. Form ends of panels to provide watertight flashing lap at walls, siding DIVISION 14 - CONVEYING SYSTEMS CENTER F.1. All products are to be manufactured by the current 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 Association(SSMA). Installation shall be in accordance with the current ICC report(ER-4943P). G.1.c. Locks-Schlage, Levon or Rhodes Design F.2. Steel stud framingshall be installed in accordance with ASTM C754. B.3. Finish to be of color selected from manufacturers full range. System to consist of 0.2 mil baked-on g g epoxy base coat with 0.8 mil finished with epoxy primer and backer coat G.1.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 B.4. Fabricator and installer to jointly guarantee weather and water tightness of entire assembly for a period G.1.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 8009 SW HUNZIKER ROAD F.4. Unless otherwise noted in Drawings,steel studs are to be 600S162-43 sections with minimum section 8.5. Submit shop drawings for approval showing all panels,joints,seams attachments and flashings. G.1. Thresholds&Weather strip PEMCO DIVISION 15 - MECHANICAL TIGARD OREGON properties(gross)as follows: Ix=2.316!n"4, Sx=0.772 in"3 and A=0.447 in"2. Studs to bear on full Fabricator to provide attachments sufficient to resist wind uplift. g P width of top and bottom track. G.1.h. Push pulls&Kick plates-TICE B.6. Install panels over 30 pound asphalt impregnated felt lapped 4 inches at all seams. 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. panels, siding panels, G.3. All hardware to be U.S.26D(626)finish(Satin Chrome)except where otherwise noted. DIVISION 16 - ELECTRICAL F.7. Galvanized coating to be G60 minimum. C.1. Caulk all joints between concrete wood dissimilar materials,and around all door H. KEYING and window frames and all other locations as required for weather tightness. F.B. Connections: H.1. Locks of all doors shall be master keyed to a single system. C.2. Applier to examine joints prior to installation. Remove foreign material and moisture. Proceeding with F.B.a. Welding is acceptable where indicated on the Drawings. All welds of galvanized steel shall 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.8.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: C.4. 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 Drilling/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 Drilling/Self Tapping Steel Screws ER-5617 C.6. Materials: Hilti Kwik-Pro Self 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 noted on Drawings. Provide minimum length for screw to penetrate beyond fastened members masonry, acid non-porous type elsewhere. byat least two full diameter threads. A. GYPSUM BOARD-INTERIOR APPLICATIONS: C.6.c. Plywood siding: Silicone rubber, paintable, apply prior to painting and toot smooth. F.8.d. Bolts to be placed in pre-drilled holes in compliance with AISI North American Specification, A.1. Interior board: 5/8 inch thick, U.S. Gypsum or Kaiser. C.6.d. Penetrations at fire walls: 3/8 inch gap around penetration, provide safing insulation and fire Section E3A. Standard hole sizes should not exceed the bolt diameter+ 1/32"for bolts lesscaulking,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 1/2"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. P y g 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@fabrikem.com. Website: A.4. Gypsum soffit board: United States Gypsum Exterior Gypsum Board, 5/8 inch thick. REVISIONS DIVISION 6 - CARPENTRY www.fabrikem.com A.S. Accessories: A 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 3 04/24/20 NO CHANGES THIS SHEET A. ROUGH CARPENTRY D.2.a. Anti-grafitti/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.1. 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. 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. Joists, Beams&Stringers: Douglas Fir#2 D.3. Execution: A.6. Finish 6 inch nominal and greater Douglas Fir#1 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 A.6.b. Interior walls at warehouse, electrical and riser 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 1/8 inch in 10 feet 2 x 6 studs: Douglas Fir#2 D.3.b. Install sealer as soon as practicable within the limitations of the manufacturers requirements. 8 09250 GYPSUM SHEATHING, EXTERIOR APPLICATIONS Sills, Ledgers, Plates, Stripping, etc. in contact Pressure Treated Hem Fir#2 D.3.c. Apply the masonry water[paint] repellent to substrates in accordance with manufacturer's latest B.1. General: Fiberglass-mat faced, moisture resistant exterior use gypsum sheathing in accordance with with concrete,and wood curbs written instructions,appropriate environmental regulations, and application proceduresASTM C1177"Standard Specification for Glass Mat Gypsum Substrate far Use as Sheathing"and other Posts, Columns(Sawn): Douglas Fir#1 established from the test panel results approved by the consultant applicable ASTM standards for application. E. CONCRETE SEALER(at window/door openings and slab edge) Roof, Floor and Wall Sheathing: B.2. Approved Manufacturer: DensGlass Gold Fiberglass-Mat Faced Gypsum Sheathing by Georgia-Pacific E.1. Silane clear sealer with minimum 15 percent solids. Gypsum LLC: APA rated sheathing, Exposure 1,conforming to APA Performance Standard PS 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: 1/2 inch DensGlass Gold, Georgia-Pacific Gypsum. �,REp FROFFS perpendicular to supports unless otherwise noted. Use spacers to provide 1/8 inch E.2.b. Thoro Systems B.3.b. Fire-Rated Fiberglass-Mat Faced Gypsum Sheathing,Type X: 5/8 inch DensGlass Gold �`'� . ► NF `, end and edge joints(1/4 inch for jumbo panels)whenever sheathing is exposed to v F wet weather. Fill any joint spacing over 3/8 inch unless otherwise approved by E.2.c. Prior approved Fireguard, Georgia-Pacific Gypsum. I �A Engineer. Install 2x4 or thicker blocking at unsupported joints to 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. t� 5 Block roof or floor sheathing where noted on Drawings. E.4. Coordinate with paint manufacturer to verify adhesion between paint and concrete sealer, prior to C. PAINT , •. ^.,is& Glulam Beams: applying. C.1. Manufacturers: G�y 19 \C Q -Fb=2400 psi, E= 1,800,000 psi per ANSI A190.1 specification. E.S. Coordinate with window manufacturer to verify adhesion between window caulking and concrete sealer, C.1.a. Miller 1 V� �E� prior to applying. IN N G. -Simple spans combination: 24F-V4 C.1.b. Pittsburgh E.6. Notify Engineer of any discrepancies as to where application is required. -Cantilever spans combination: 24F-V8 C.1.c. Rodda Exp 6-30-21 F. INSULATION -Submit certificate of conformance indicating members meet the requirements of C.1.d. Pratt&Lambert ANSI A190.1. F.1. Exterior wall and soffit insulation: Fiberglass blanket with R-value as shown on Drawings(match wall C.1.e. ICI Dulux thickness: 2 x 4=R-11, 2 x 6= R-19). Blanket to be faced on conditioned side with Kraft barrier where DATE Parallam(PSL): covered. C.1.f. Olympic 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 PROJ.NO. Beams: non-conditioned space)to match wall thickness at following locations and as noted on Drawings. C.1.h. Dunn-Edwards NOTED 20190403 -Fb=2900 psi, E=2,000,000 psi, Fv=290 psi F.2.a. Stud Furring as needed. C.2. All colors and sheen as selected. DRAWN CHECKED Columns: NOTE: Where faced insulation is required,vapor barrier to be placed toward conditioned side of C.3. Conform to IBC Flame Spread requirement. KWK HGK -Fb=2400 psi, E= 1,800,000 psi, Fcll =2500 psi wall or ceiling. C.4. 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. -All LSL shall be manufactured by iLEVEL. G.1. Detached Reinforced Polypropylene Vapor Barrier. C.S. Exterior. SPECIFICATIONS G.1.a. NAIMA approved, composite polypropylene-scrim-kraft vapor barrier complying with applicable C.5.a. Metals, Ferrous, Galvanized: prime, one coat rust inhibitive primer(omit if shopprimed or Studs(Commercial): -Fb=2425 psi, E= 1,600,000 psi, Fclt=2150 psi, Fv=400 psi provisions of ASTM C 991,Type 1,and as follows: pre-painted);two coats exterior Alkyd Enamel, Semi-Gloss. Paint all weather exposed faces of Columns/Headers/Rim/Studs(Residential): G.1.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 any rust or scale and spot prime as required. Two r G.1.a.3. Color White. f_, ---- `,, ,NEI imam! r.i.il alibi Imo�.r1.��it MuBeams: coats Exterior Alkyd Enamel,Semi Gloss at all surfaces. _- ' -_-_= -Fb=2325 psi, E= 1,550,000 psi, Fv=310 psi G.1.a.4. Surface Burning Characteristics: Maximum flame spread and smoke developed C.5.c. Concrete,Gypsum Soffit-Painted: One coat 100 percent acrylic latex alkali proof primer-seal. - = values of 25 and 45, respectively. Two coats 100 percent acrylic latex paint,low gloss. Final coat to be rolled on (sprayed and Microllam(LVL)beams: 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 -_ T5 •-All LVL shall be manufactured by iLEVEL. = SPECIAL INSPECTION NOTES: VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM (2012 IBC) SPECIAL INSPECTION PROGRAM NOTE. Portland, Oregon 97239 FOUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY 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 GEOTECHNICAL TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. CONCRETE 2. TIME 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 TESTING LAB CAST ANCHOR BOLTS AND EMBEDMENT PLATES 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 CONCRETE DESCRIBED IN CHAPTER 17 OF THE I.B.C. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO (UNLESS OTHERWISE NOTED ON DRAWINGS) PER ICC EVALUATION REPORT C TESTING LAB 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 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR OR ENGINEER) SHALL CALL A (UNLESS OTHERWISE NOTED ON DRAWINGS) 3. PRE-CONSTRUCT1ON MEETING WITH 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 COMPLIANCE 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 C. THH TOTHEE SPECCUILDING IAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM B P TESTING LAB BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABUSHED AT THE PRE-CONSTRUCTION MEETING. SPACE PRIOR TO/AND D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING GROUTING PROCESS AND GROUT DURING GROUTING OPERATIONS C TESTING LAB SPECIAL INSPECTION WAS INSPECTED. AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PROVISIONS OF THE INTERNATIONAL BUILDING CODE. PER ICC EVALUATION REPORT TESTING LAB BE CONTINUOUSLY INSPECTED DURING INSTALLATION C 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: 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 OFFICIALC. PROVIDE THE SPECIALALICIAINSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS SINGLE PASS FILLET WELDS 5/16* AND SMALLER P TESTING LAB AT THE JOB SITE. / D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. HIGH STRENGTH A325N AND A490N BOLT INSTALLATION VERIFY ALL BOLTS INSTALLED 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 COMPUANCE MUST BE SUBMITTED TO THE 2) OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE P TESTING LAB THAN 100 CUBIC YARDS ARE PLACED). BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT FABRICATION SUCH AS STRUCTURAL STEEL, OPEN-WEB STEEL 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 •SOLID 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 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET GIN AWITH ASTM "C1019. 3) GROUT LFTION LIFT HEIGHT SHOULD NO 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 8009 SW HUNZIKER ROAD TIGARD, OREGON REVISIONS • A\ DATE DESCRIPTION 3 04/24/20 NO CHANGES THIS SHEET R Gr \`�4 PN£Es% 5 NC) • —Tab y�G( 19, �� Q VL 1N G �Ev‘ Exp 6-30-21 DATE JANUARY 15,2020 SCALE PROJ.NO. NOTED 20190403 DRAWN CHECKED KWK HGK SPECIAL INSPECTION NOTES T5 • 2 REVISED BLDG. PERMIT SET 05/04/20