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Plans (19) BU P2008-00055 PACIFIC CROSSROADS 7910 SW PFAFFLE ST City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 27, 2008 !1 • • r •.,: ,: RE: NEW 5,044 SQ FT BUILDING (B) F 'r A tfPT al Project Information a ,. iF F,�YYY"� Y: Building Permit: BUP2008-00055 Occupancy B Tenant Name: Pacific Crossroads Type of Construction: 5-B Address: 7910 SW Pfaffle St. Occupant Load: 51 Area: 5,044 Sq. Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. This building does not meet the requirement for separation of exits. There will be no occupancy with this permit so the separation of exits will be addressed with the tenant improvement permit. 1) All construction shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) All deferred submittals and shop drawings shall be submitted to the Building Department for approval prior to installation of said items. FIRE LIFE AND SAFETY I GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/ hours of illumination in case of primary power loss. (Sec. 1006.3) FYI Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Live Loads Posted: The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. (1603.3 OSSC) American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, -.:)W.4 --_,.,5C7L) i Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.gov .c. , , r..lit .,:._:,, r , 0 illo riii • 4110 riii c--) it =-- Ci Bevelaild, Suite Fax: 503-244-0417 .., _ PLANNING. , p , , mit .,.._ , iorzoon NPING ciJ Cif C Cr 11° SitStri 111. C--) -FL/ 0 c) ro ) tvA il 17 cl6T1--H5Di iogTRvaE's'F r col.d\iwr ri up 0 e.1,Z.f Er i Seg!on 9 _ . 50:,I,S\121/AG7(42112:0:5°3-82692 o ED o a o n F-)) U[1110 [Ino 0 , r10 ._.,_ E) crit-in S PROGRAM DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL IN RESPONSIBLE CHARGE WHO 1 %v 3056 OFFICIAL WITH A U 0 a ncY Uno /or° Tnilbj ,i' l 4-7SLegal Description: SEE STRUCTURAL PER 200 SHEET S1.0 3 IBC SECTION 109 AN FOR SPECIAL INSPECTION D CHAPTER 17. REGISTERED DESIGN PROFESSIONAL REVIEW THEM AND SSIONAL THEM T 0 THE THE DEFER Submittals BUILDING w, • '' I . ' A.0, OREGIN RAL CONFOR 0 N 0 ° C C NOTATION INDICATING THAT BE IN GENE ALL FOUND TO AL ITEMS SH ti.e›)' ED AND BEEN D SUBMITT S HAVE TS 501, 400 23c 1002 BEEN REVIEW THE DEFERRE DOCUMENTS 1.1 ' OF t'''' 1S136CD, TAX LO THE DESIGN DING OF THE BUIL . DESIGN AND SUBMITTAL D General Contractor: Structural Observation tion E INSTALLED NOT B BEEN APPROVED LLED UNTIL THE By THE BUILDING OFFICIAL. t Structures, Inc. SHEET S1.0 FOR REQUIRED STRUCTURAL OP DRAWINGS FOR REVIEW OF DESIGN INTENT • Owner. Pacific Cres Zone Analysis SEE STRUCTURAL S NOTE: SUBMIT SHOP RICA TION OF THE FOLLOWING SUITE 900 ription. OBSERVATIONS. 1 Inspections COMPLIANCE PRIOR TO en t ZONE: C-P Special Deferred S Cedar Hills Developm DESIGN BE SUBMITTEDSHTAOLLTHE 915 NW TORREYVIEW LANE 3• ELECTRICAL DESIGN AOBRLEEGOLANNE9;7224 PORTLAND, OREGON 97229 BSUBMITTAL UILD DOCUMhIENAI-NTEHIA■)/E . VOICE: 503-968- CIVIL ENGINEER:503-968-8949 Zone KISER Project Contacts. PORTLAND,LA SACWNT D K,PERSON: . . PROPOSED USE: OFFICE ARCHITECT: p C A A I E n go OREGON EnG eo NDeR 9r,71 • SUITE 120 M *II dren Design proup, • . BEAVERTON, FAX: 503-620-5539 ubFDAEBMSIGN 7650 S.W. BEVELAND STREET, VOICE: 503-620-3030 AND DECKING 4875 SW GRIFFITH V 0En;0Sg5UITE 300 PORTLAND, OREGON 97223 2511. LRH OOV 1 NAO CF\I ODTRUSS LE VOLTAGE A G E A1.1 FOR REFERENCE ONLY , SITE DETAILS - 4A.0.P1 L U M B ISCNIOTGVEEDRPE LSSAI SHEET CONTACT E." VOICE: 503-244-0552 FAX: 503-244-0417 A1.2 Owner: . A2.1 CONTACT PERSON: GENE MILDREN SCOTRNUTACCTUTRPAELRSENONGI:NECERRA:I.G HARRIS A A 1 A3.1 ELEVATIONS , SECTIONS Cedar Hills LANDSCAPE ARCHITECT DRIVE;SUITE 300 BUILDING S 4875 SW GRIFFITH A4.1 SECTIONS WALL Clifford Design BEAVERTON, OREGON 97005 A4.2 DETAILS Development 539 A5.1 Engineering FAX: 503-620-5 17870 SW MANDEL LANE VOICE: 503-620-3030 SHERWOOD, OREGON 97140 M Mr, ..4. ■ FOUNDATION VOICE: 503-925-0256 FOUNDATION S --6*-P E S4.1 FRAMING DETAILS State of Oreilo;-? i.' ndi9e7w _ s,....._ S5.1 i CONTACT PERSON: JOHN CLIFFORD CONTACT PERSON: STEVE YOUNG SSS21..01heet Index FOR REFERENCE M FRAMING PL AONNSL Y FRAMING DETAILS i ts2e2L9ane S5.2 i i FLOOR C PLAN * rot crete Frame I .;,.. ,,,,,,4 ,, . 5 st e sing Steel Tertrieris 1 _ ....e.;" li; 1 t, . i ? --- tta.2 d!wid?..tt':".‘47;.*I .L.I' ''''V S,If Approved.14 [ i 0 StrUCt, ; Conditionally Approved. [ i ri 'f-liz3h-Sirnntith Filitltj , DEFERRED Letter to:Follow See ETAeDAGIENELTNDXAE DETAILS A I I AL NO000TriESC,z6:00en::::::11,r:iig i Phe SPrilikke „,„,.... O Strue Lir so e Ffre Alarm ism.... i.,.,''''' i9e.:..'Cif) C),4,4r„ 'i Mechanical .,_,,,,a 2 1----rt14 „......, ........ ca 1 O''''e, ej C.3' '1,7, 1-1 11 ri Re,n, - i ../.. -- .,.- Address: (-1 t GI\ .,.. Plumbing .../0.'" . By:--fiZ±Whi.-4.--D Date: pacific . ti-ig Concrete o inslila 5 Electrical ' MatE)riets 1' r; Fire-P,esistive i ?run Enghwer1741/4, -..„,i, -..----.. E3 spray APP - e rrt tea,, ,,e,:prid4ayResni,nr1:f,,t..„---Frec,....-1,01le,nigcrr'Sesiteeell shop Dras,ibills APPROVED PLATTNSA ps i jeNcw,,t: Toorrergeoynv Other crrvAttOacFhedT.IGARD. ..,-..r. , _ i ,-- L''‘---17RUIFIC RAL CALCS le---‘a?,led in Concrete 'i Portland,9 p 1.105 r , , , O Shotcrete TssCCBBWhi -GEOTECH REPORT 'on and Filling • ' Grading, Excavati I B ‘1 .... t..._,._„,.._F„...... t. b,„, ‘,,,,,,, , ....._, 5(:1444t(,,t,e..s....H.T.t--eNt.__vi,ai...t.,.:6..u,,, ......_ Site e Analysis" Lot B Aetzi---eir--k- - /NT-pec-i-ttit .,.., , ----f- >- Ck MIS O Specia; Gra,. . et,,l'oment-Resleting , Steel & t, re 4 AREA (.35 ACRES) - it\Je ,,, ,t/i5.... 1 •-'1..' O smoki",i- 1 F, , SITE: 15,304 SF % COVERAGE ALLOWED _ .........4.fik---- - - I .ti. 3 .. . , Pfaffle St. Perm itINCLUDE Num ccrDoclNi_uriAm.6E---NNEtTs0016, e_ SITE AREA = % COVERAGE AREA OFFICE COPY , IMPERVIOUS AREA: 5,044 SF 85% ; ;a ,.. mr.r. BUILDING B = 7,878 SF 84.4% .7,1,.(C) ,, ,,j,...; * , PAVING AREA = 12,922 SF % COVERAGE REQUIRED TOTAL IMPERVIOUS AREA = % COVERAGE 15% AREA 15.56% LANDSCAPE: 2,382 SF REQUIRED LANDSCAPE AREA = MIN. = 14,4 00 poitihinegr_sin,cosoprisieol,,,,,,,,,,,tifolisiresrsteamnsd Caissons PROVIDED T = 22.22%) MAX. --= 2 1 PARKING: TOTAL = 1 ACCESSIBLE ,.\:,, .7.,,,,, [..:,,, , , ,,,,,,, ,,I; ,, ,1„ jr, ,, , ,,,,,,i,,,,:14.,,.. 41,,,,,,,,:: ,.,,:,,,.,;-,:;:,,,,,-,::,,,,,,I,,., . :,1,:'. , ,,,i,::::. ,' ,s., <, ito:27,4r.,,,,,,'4:1 7„.,;:,..' :11.W.431 ,,.., ::;:i49:,i: 5.04 X 0.5 = 2.5 Building B 5,044 / 1,000 = SITE ‘,,k04-,1 ,.: , ,,. . „, .. - -, --,1, - -, Atilip ;,--4::_,.‘ 1 ...,,..,:! 11: ;:; ,J,:i BICYCLE PARKING = ,,, -0'T''' 'P'` - ''',.''-''" ''' '''" '' 11- ''. 't4.4... -..,,, • , ' -",-'-` . : ' ' '. , .=‘,:=-1. '40t-lic'17': ''''''' '''''' 4 .„ ' ..,,-..,. 404. ..", , E-q--' ' .:'.4- ,,,,, s f ' -,-; : ,-....:.:*''' ' ' ''''' . ,:',.' ‘,:: •...:410..„ -.,,tti,I. 11-.!1,.. ,..,,-L,'.:44.?4., ,,,,,, -,x, .., . ::, , , .L,,.„,,,,,,, , ° ,r4 ',„:,,,:::-..,-,:',,,,,,,,,':.' : .,., w., ',„, .1',,,,, . *. .,t,::::45:: i,,,, ...,..„„ , , ,, , •, --::4. ':1:4 ,,,,,,,, , . - ;'.::'?:;„::i.i.-;:", ' Ai ' „„1,)11,' milowillt%1 .‘,.7it.t'' 'T174:. :,..:t - '444' 3118C STALLS AP LOLOS*L/_(._V4__A__COMPACT O.,F):0:0AL C____ SW-Pfaffle Street :: ,-,it,.. ,., -. ... ',)'',2t:t. „ , , 41 ."r,,::,--744 'Air 4),, ' * ,,:, '„ ',,, "' . , , . ----_,, ,,== , If041 ili , • ., ' * 4. .. . , ., , - ,. . 4 ,, ..,, . - t ., , ..k.....:.....,:, --- --- -ffilingfilVid............---,--------------- lionaggi1111111111..____----- ---- - - Eliggiiniimr_i---- - i- - -- -- ,..; A 4 , • it '' §t -.,.„‘"'XI ' ,,,, -.. Ait •••,,,,,,V," ,,,4,,,, ,:., ...,_ - gl - -' 4,0, , ,r1,41,4; e,,,,.,•f,, :,;,:i'".,'',1''''',:..f:'''''::..1": ' ';''''''::::f..4;,.,,.,ti-,....,,,,..111,41,v,,,,,1'' ' , ,,,, ,41_41,:t..,...4:,,,,,..,,,,. , ,:,,.,,,,,,4.,"....,‘, _.',.,,,..,.,,,t,s,.'411111H4,.‘,41.' 0:,41.,,,,.; ,7_: ,,,T,.,, ,,,‘,,,i.4.,,,,,.to.:,',.,,,,, , ,,,,:...,,,,,„k21!;i,,,...,:::. :ti,,.. .,,,. ., ‘, 4,,,:4,,,t,',,,f,q,:',.''71.''',0t,',..:,:::1:',.'`,1';:.:,?'::1::,i, ..'• ',,,,i, , ,14-1,;...,,;,,,'*gai ,,,',1 '' , :.,„....,„„,,,,,.,, ,,,,,,,,.„.4,; ---- - 1 I.: ' rpr-egolifil_.....--------------::-- - , „..,.„1 i . MI . , '=I 111 , i, • ' ' ; ip.) • x Code Analysis It , „ , . m , ■ a . a . . . , ,_ . . . , . - , s 4 ., , i i,..- =,,,t.- ,........., „ Cover Sheet BASED ON THE 2007 OREGON STRUCTURAL AND SPECIALTY CODE PER IBC 304.1 AND 602,(5 UNDER THIS PERMIT) 11 , Al I ._, .., , Revisions: OCCUPANCY AND CONSTRUCTION B (NOTE: NO OCCUPANCY , 1 '..„,...- , , - , fit:„. T.. , ' t ,'''''.- AilfVekt'..,"'' , -, ' ' ' 4 4)171...,',4: awit il .... I ASSUMED OCCUPANCY: V-B \s , twill' A.; '. f.11:::: \ : 4 -4---.-t'i:t„ i ,.1'1'.,%,,..;-'-----A,-,i,,:-:' t' ,. ,' ,..J.,,,.. 4 ' ''''' ,'11,11.0rif..:' , CONSTRUCTION TYPE. 11111, .‘, s ,,, altowl \S __,..iimiliinuarn 1,-.-R.IiiiHawkilt iii-ol --1-..'10i-' MI_ ......._: -- 11111'1111111111111.1111111111111111111_ _ '111.11- Wilwragn... '' ';'. .-,' ' ' '1;',,'Ari, . ,i,-.:-.7,.. v't • -*/# ft:- !!'3,1'.-- 'e-.;;,,.: : - ' .., . ; i 7.,1, , , rt ,.;:.:,,t.,, ,. PER IBC TABLE 503 __lin dal LII...._Eillliald ----j-MP17 .f,4,-:‘,. .......01gglii ',7.---. ,- - - --. 4.--- - ' ,- ,..1 •I .-"'-'1-- 4.0.16044,., .., _,,-'- '-'. ;t:,,sa• , ,- BUILDING HEIGHT AND AREA 9,000 SF ( 'it' am!! ......nitialkom _ _ ,, .,„,.1;„4,,,i-,,, . ,,. , ;., ..,,,,:,:ii,,,, . ., ..,,,.'i ...,,,,„ . , ,,,,,,,,,„,,,-.. , . _ , ,-„.„-„,,,, *; ' ' 1110P4 *,,,,:',,,'",,,,,,-7,7.4,`"`.. "."..:. ,,,.4.. ,„,,, ,.,,-,,,,., ' 1i . ,,,, .,iris', 4 , : : - '.n ,':r:itF:;C'::!.''*i°:dttt*t';''':',r':'*''*'*'' '416:":*''''''-1'4.'^:i'1''''''i'1 13411'#4';1;t ''''''.1k.1:-1.11"11:fr''''-'1:.r4 l': ''''''''1714: ''' '' ''''''14''''' '' ,,,,;,''-, ' , .:* ' ii:it:,,,,,,,T,-;:::',-, ,--''' .-., . ,..::, ----t----''I -..-;ir-,.'o',..-i..f.',•","*.' , : „,',c:, ,..: 4r:, , .,. -,14k.,...0iiittik. ''''. .',..,,,,,,,,,,,,-,,,,--:;.4,,,gt.',, ,,,,,,„,,;....,11),.,....,,'..!;-',-1.-2,..-,A, ' ,4,1,,4,..,,,,"*"' ''''''' , ''' illkNigligli111-1" VII _ 0 0 ALLOWABLE AREA 2 STORIES 00 ) Li ALLOWABLE HEIGHT: . 5,044 SF 44 RP & oo 1:t ,,,,,,:„:„,,_,_,..„. _,, ,,,...,...„.:,,::„.„„,,„,.,,,,,,„.....,,, ,,,,,,,..,,,, ,,..„,,,,,,. , 4.,:.., . , „, , , .. 0.0. „ ,,,,,,,...,-1,41t.,,r,4,,,,,,,,,,,-4,,,./.'`,7'14....An,,, ,,,,' ,-,..: _ IS' ACTUAL BUILDING AREA. 1 STORY , „...../..,. . ' ' - , 41. ,,.'",:f.''''''':,, o,l, 1 , ' : ; ; L:,,....',. ,:r -1:: s te'-'. ,:ii:' ''''' **1"''''''ii'' , '''' ' '-'1- I"- . ;1)* :::-''''' 'f.''°1*11:' ' 44*vAill'''4,''''1:4„,., ACTUAL HEIGHT: , ,, . I s t ,,, , .,, , ..„,„ , , , . s. - •„,„,. , - _ W • v A - ,,,..,_. _. ' ' - - , ' .. ' * ' 0 HRS. • vf 0 ,.. le""a FIRE-RESISTANCE TING REQUIREMENTS P0EHRRIsB.0 TABLE 601 0 HRS. NPER IBC TABLEE602 .'' .Ilk ammo mom" loam ,OVai'a 4.4.e0 '1141* 'MI"' alial* I 1 ) , 4 >i ' s*, .. 1 ' ' le • ' , STRUCTURAL FR 0 HRS. a ' IiiIIIIIIIS _I I , , ,, p-„„ ,, , , .....„.„, , rrr yrr. r.,r r ' '.1 y, EXTERIOR BEARING WALLS: 0 HRS. 0 HRS. 0 HRS. 1 HR. - '44°A , ,.nim- VIII; '''':111 I , , , , , EXTERIOR NON-BEARING WWAALLLLSS:: INTERIOR NON-BEARING 0 HRS. BI i: ......=....7.....1„ • -.1 --1 , , , , ., „ , ., ., . ., , , , „ „ „ . , , , . - . , - • soo , t * 4 ; r . ' • . , i * , , , 1 j I ) . , , ... . . , , , , , . . „ t .„ i ,... , , ‘ , ., , . •, , .,.. , , , , , , - FLOOR CONSTRUCTION: 0 HRS. I caf004 °M"'"' *3 t 4, ? :: gal' '* ; ;tr:- i . Vs. THESE DRAWINGS ARE OUP, P.C., AND ARE i , , ''' DESIGN GROUP, ED IN ANY ROOF CONSTRUCTION: OSSC SECTION 1014.3 "1-' I LI'021110X .4Mar wow awn, ccanw utimm , , , , ,,. ..„ ,, '', NOT TO BE USED WITH THE PRIOR WRITTEN , , , z. i 4' 1 ,,,,, MILDREN D OR REPRODUC 11 , , NOT EXCEED 75'- O"SEPCETRION 1016.3 ill , . , . ,.. .. , .s., , - --,e; ...._ _,_, _ - - , ..' ,, „ ' #1 ' ' 1 ' 's .:,,,t ,..i.,, :.. '.„', ,' ..''' :i.: ''1") '''''' ''Av:.de''-;-":'"' ,' , 4:, PERMISSION OF MILDREN DESIGN GROUP, P.C. TRAVEL DISTANCE DOES I,;100,- 0" PER OSSC L.- _ COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED I.,., 1 . . , .,„ OCCUPANCY REQUIREMENTS EXIT ACCESS AND 602 F , ; , . - - ...,.; -,1;,..'":„.f.: : -40,.-- --", '-- ,t,.. , - # . „...- 01 rl e.„, ... , .. ,... ABLE 704.8, 6 Checked by 602 , „,.,- , , . 4 , , .„ a ' ' ' „ * , . : s :1 ,,..... , .....„. Drawn by B OCCUPANCY: ED OPENINGS PER T 704 8, 601 AND 602 PER TABLE 704.8 1 , ' ' .t ',.. ' ' . L = UNLIMITED UNPROTECTED OPENINGS PER TABLE . , . , , „„_, .,. - ' ' ' -- "''''*".'' .4., ..-7 '....., 40410,,,..,, NORTH WALL . EXTERIOR WALL AREA 1 Ink 'N cn I l'-) 1 .. .,„ ,. .., . ..„., ., , ,. , „..,. ...„ . , . . ,,,,,...., "1 , I WEM OPENINGS UNLIMITED UNPROTECTED OPENINGS MAXIMUM 10% OF 601 A 602 C 1 1 1 ,.., „...., , .. 7 ‘'t.'7 4, , ',1'7 ''' 4er BKS/MRW PROTECTED/UNPROTECTED SOUTH WALL . UNPROTECTED OPDE UNPROTECTED OPENINGS PER TABLE 704.8, : I .4, 1 I I- _J - - - . , ,„ , . , ., . . , , , ,- - , - , , . , . d, - '4.1' , X .1 '` - if' '000(1,4 i''1%* - .01`;'? "4-0i' EAST WALL UNLIMITED UNPR ; 11111 II- -- - - X x , , , , ' t I / y,.. 4 * ,,ddr, , ,,,rtro 36i; a °3 Mt. I ' 1 ' do?, ,EY0'It -'' 106244.02 , 0 0, ,' '-'*,*;t$Cal, , Oriffi Aril: ' - •AP'.- Job Number: WEST WALL = X , ,, X . . „ ,,, ,5 , , . -.'1 i74 .*'c4r11,00/ ' * -440,- . 'Imilli 1 - ,,,e, ' M ,,fe. PER IBC TABLE 1019.1 I'M I I< - , , , , , , ,1,,fk,7--7-",::..,060---'' 'it '.'-' '-,,' ,, ' -...., i* ' td°,3,4,II sd,...iii, , ,, ,,,,,,,,,,4e..,,. A , ,4,4,,1,, , ' ,,zt #419, . ., - ' ' P Sheet MINIMUM NUMBER OF EXITS 2 tilt -- ---\_.- - - --I ,. , - „ .., , , „ , , , . ..,,A_A , ',,, •-, ,, ,,, ...., .,'''.3,63' \PI ''''''' - ' r REQUIRED: 2 7 , ---,,,,,,,..,- 16 7i,;,y r4 122 4 5•' p,,intr 45 2t> ‘,..„. Al RMDI I Gi-pate.R DESIGN E.SE ESIRI GV EN GROUP(D ,T 8 EP.C.F,,R 02100E0R7,T y ALL OF ; , I ■ g PROVIDED: g . - -X- Z 4.172=4ellXrlIrRI"'""-* December PER SECTION 1006 CHARGE, SHALL BE IL R LEVEL. Permit Set - INCLUDING EXIT DISCHARGE, TION AT THE FLOOR Mr Building B Perm f. v. MANNER, EXCEPTD EGRESS ILLUMINATION MEANS OF EGRESS, IN MINIMUM 1 FC ILLUMINATION SHALL AUTOMATICALLY EXIT Ek OCCUPIED. IED PROVIDE M EMERGENCY ELECTRICAL SYSTEM OF THE EXTERIOR ,c SUPPLY FAILURE, AGNEWA YS AND AISLES AND THE PORTION INA TION SUPPLE ILLUMINATED A T ALL TIMES THE BUILDING IS SUPPLEMENTED- I IN THE EVENT OF POWER CORRIDORS, PASSAGEWAYS DISCHARGE DOORWAYS FOR A DURATION OF NOT LESS THAN 90 Key Plan 13 December 2007 i EMERGENCY LIGHTING ADJACENT TO EXIT PROVIDING POWER I Not to Scale 4 DISCHARGE SUPPLY CAPABLE OF P WITH AN EMERGENCY POWER ILLUMINATE R G E IMMEDIATELY EXI T ACCESS A ---/ RWAYS WITH THE EXIT ILLUMINATION , MINUTES PER OSSC SECTION 1006.3. A- I-k Vicinity Map mber 2007 ge°ruuaertordi.ilsPoidtslreeei:rgnCoongea ...........E...........................____......................................_........._.................................._........_.............................................._........................................................r........................■••■••■•■■■•••■■*.■...■M•■■••■■••••■■■ N...................................■■•••••••.........................r... .................■•••••.................••••■•■*"...........................r.......................■....................r......................................................■a w................r....■..................... ..,..... ........................“......■••■■■•■•••■............+...••■••••• •••••..... Keynotes �-�.• ,111•1------------111'°- :\N'-''''''''.--------------41D 1. EXISTING DRIVE 2. TRASH ENCLOSURE - SEE DETAIL 8/A1.2 _.. 3. EXISTING FENCE TO REMAIN MILDREN DESIGN x PC 4. TRANSFORMER PAD 5. PROPOSED ACCESS EASEMENT ARCHITECTURE R SPACE PLANNING 6. RIGHT OF WAY DEDICATION 7650 S.W. Beveland, Suite 120 7. BICYCLE PARKING - SEE DETAIL 7/A1.2 Tigard, Oregon 97223-8692 8. TVFR HAMMERHEAD TURN Voice: 503-244-0552 SW Pfaffle Street 9. TVFR TURNING RADIUS Fax: 503-244-0417 10. LOT LINE TO BE VACATED _ 11. PROPOSED LOT LINE 4111, 12. WIDEN EXISTING ACCESS 13. NEW CONCRETE SIDEWALK 14. REMOVE EXISTING CURB 5'-0" 5>-0" 15. VISION CLEARANCE 40'-0" 104'--11 " 20y_3yy 16. STANDARD ACCESSIBLE PARKING STALL 5,_1„ 30'--0" 3. -0" 17. VAN ACCESSIBLE PARKING STALL AND SIGNAGE -- SEE t 10'--1l" 10'--1l" 10' o" r o DETAIL 1/A1.2 SIMILAR -18. CONCRETE PAD FOR MAILBOXES CONFIRM LOCATION WITH USPS ,�------ ---------�- :„...7, 19. CARPOOL/VANPOOL PARKING WITH SIGNAGE -- SEE DETAIL 5/A1.2 A - ' // r ,/� 1 20. PAINT CURB RED WITH "NO PARKING FIRE LANE" IN WHITE PAINT; J /Aiiie i A � ' LETTERS TO BE 1" WIDE x 6" HIGH \roar STRIPED PEDESTRIAN ACCESS WI ESE pli `/ d 4 d� a ° e a d d °° a 22. BOLLARD - SEE DETAIL 6/A1.2 d ° 0 4 o b d° 4 v° v ° v Q : a 4 t..41,.°) 1414t)),, ' 0 4 °? ° ° d d d o.4 o d a o ° 4' 4 v' o nr�rw�wr►�r�i�►�iwr�rr ° a' ° ,Q :° ° v d d HYDRANT II r • d 23 EXISTING FIR .' •' . ' E H YDR `` rrrrNw/�r/"IriLir�rirrMir�rw.rr:r►�+w.airy..r�r'�r�r�'�riri/..inr�.atrrrrrrrrrrrrwrrrsrrar ` wii.�.w-.w�rfw`w..rawrrr••, - - •' ' f ��1iorAP� 'r► a 'jiri rrr. rwMrr�w�rr m rrirrrirr. r ° �.ly'' Y.irr�rr.�wr�r�rwrrrirer�wrr:�fwn• i . .�.eru�r► +��,r►„r�. ...•. .........•... �..rw►.�w� ,,rr.... 24. EXISTING BUILDING �' .�.w.. � .��,��.�r�r:, ^ - •,.,� �,.. _ �� �1'''�'` ��d►arr +►rrrwrw�i`r rr yr .��...�.� � �. �/��/i1►" wr.�r�irM,�w�r��rre��+�rr IV ""�'' ■ -- �•- r���� °--4••■�c�c-"- - -'!► 25. LADDER TO ROOF WITH 4'-Q"x4'--0" CONCRETE PAD I j, i• ' ar t _ , ". 1 , p...0-..i ' ; rrrrrr 26. BUILDING TO PROPERTY LINE , K I °��- 27. MANHOLE - SEE CIVIL W ti f 0 • 28. 18"x18" CONCRETE PAVERS o'. • pr 1 / 4 `�, e� ❑ 4`J Z i� 1 t M oili 4, 14 401' ,/� 29. PAINTED DIRECTIONAL ARROWS TYPICAL ow/ a (111) . ,Ar0.4 4 s„, / orAA ■\ r II I ji k Wir \• OF ( -v I / „.., , / pr 'I ❑ / A / i y I r ___ /1 Curblype . I .f Aöi I .A1 Proposed Bulldin A « > ,. _it j o Pro os , CAST IN-PLACE a ed Bulldln 8 5C�41SE: 5,044 p Or t.,. S� 4 / PO -4-- EXTRUDED 1 , III 0 (� "NO PARKING" ■ ; i.. 0 0- CA --- `• al il" Alieir til Ali 1, 0 1111110 \ rww ■ f . „„_ic: !It--":=4 °0 L.-- Itar IL". \ Nen wort''• • . \ . .,, 4 ,.... __ Iry * ,,,.... . ., UNIIMINIIIW _ . s General Notes■I I I I , iIF M' �- . r 1 aniiiiiiiiiiiii____ _ - d(I .1L d 4 f --- - ° �'- II ( ' ) -� A. PROVIDE 8Q0 ALLOWANCE FOR MAILBOXES. � II I caner: \d1 4 ° ..:7 d ° d '*-' ._....�, 4 °' ' < 1:: �••...•••.•,! ° ° A _._d __ __. , ° 4b d d° d --d e d° d ° ° a � ❖:•;.❖:❖3;�' ,.•;•;•;..•;,;.;•;� d - =.. i , d ° . • a I�. - - °' �' a ° B. PAINT EXTERIOR ELECTRICAL EQUIPMENT P2. ° d d o, t 4 tr� ,, :::+•❖O::44 ;::::::::::::::::::$ v a d. o d, d cy. a a 4. 4. if R__ \ •••••`�-•-••••• '•'••••-••4•- --� - - ---4 --d -° - - - °a ° ° " d o C. PROVIDE CONCRETE PAD AT EXTERIOR ELECTRICAL EQUIPMENT•e 4 ° ° ►•...•••.••• 4 )••••••••.•, ° 9 --= -ao.-- d Cedar Hills • ilii\:, S °d ° a d ° a , qc: d o° e a 4. d ° �i .1.1i iii::.: 1..•.I.Z..�••:❖•i ° ° ° ° ° d 4 d J ° ° «I • o °. %%%ij%%i+�:i;' °. d ° a °' d a a d d o, iil ............„........,0.,......... .._ ._.� (.. ° 4 + ° ° d d VERIFY SIZE REQUIRED.■ NI \ \ Developrrierit \, \ I I - '\ \� \ ° Mr w ' 0 2' '6, \ ad. TYP. I I,,,,7„„p., In 0 4 4 0 ok 0 \\ 0 ,,,,,.,.....,....., 915 NW Torreyview Lane,,, ...._. / � �' // % f- _ .� iiiiAi �` . _ . :7, ______/___ � �� 19 Portland, Oregon 97229_7_,f . f / , / \ '`® _0j 99 ° / 6' / / ,/ 36' /0„ ,,,o„ 63,_0„/ 'a / / 7/ // , 6) 'P, . T •'-0" / ,' ' 3) P. ' T , 0„ , S �" / »\ :i:i/ e, ,/ / / / /f' /' / �,' /` ,: /P� j� / (7) SP. AT 9 Q N / / a/a / / Aiik„,„"fr ,i4 1 J w/ �^y / / g 0/ I fr. co , ,y/ /N �/ /' // �' / ` /,'� ,// / ,''/ �/ / ! / / / /` 40'-0" 8'-0" = 24'-0" Project: f ° i?' -_ ` �.. .._.a..-. IP / /'� / // / / / / / -0 / / /' S SP. A T 8' •" £" ,,,410,_0- / /, . / / / / / /' ,� Pacific ,, s / f �/ / f / / y/ / / N.d Crossroads / ,,,,- - -, ...., ,, / / / / / , . / / , (--, -. 'I:Mat 4 . 4 ' ■,, • \ // //// 0 / 40 ( ) . . r Corp Center 0 lr _° iittt 4 d° d ° \ / _� 4 \ / / , //1 . I 0 Site 0 4 / / S off le St.I I 1//://I \\//4 ,� ,/ --I L- J Tigard, Oregon f y' I. f 4 d. J // I I 1 /J ° // // / -0 ____________ �_ i (.., , 1 ' :r,/// r /`f / 1 d iv , II :d' o Sheet Title: 11 G «' �/1 / r. \. _.� �..."".+ L. ,ice. In ,ate Plan// III 4 //"/ - t 40'-0" , 13 _ °. //4 // / / (5) SP. AT 8'---O" (5) .P. AT 8' 0" . / . ° 4d � C O• CO ►:.❖.❖.**. 9 -0 54 -0 / 4 ,,..... ::::::::: :►••o••❖::M*1 (7) SP. AT T 9'-O"O" -+ in Proposed Buildin C 4 ir) 57050 SF I' 'r I d 0,„ f i -co' , cc, . ❖, n 7 r.....__, .. .., ............ 11 all I . . Revisions: 4 II T-ir71 I w °d I Id © L - 1 4 _ _ _ J d N I I ___. ._ =� •.• _ `w .d 0 / 1 7 ri3 =----- 1 ___..I -J 0 r 1::. MILDREN DESIGN GROUP, P.C., 2008, ALL 4 ..._---. .__._._. RIGHTS RESERVED ir 1 IIIITHESE DRAWINGS ARE THE PROPERTY OF tt) ////////////%////////////////////////////%//////////J/////J////////////////////////////////////.%/ //.%////////////////J//////////////////J//// MILDREN DESIGN GROUP, P.C.. AND ARE NOT TO BE USED OR REPRODUCED IN ANY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIplpligIIIIIIIIII MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. 7'-o" 15'-6" 26'-o" Date: 12 February 2447 \ 4,_4» 0 / / Drawn by: Checked by: MRW/BK WEM Al It Proposed Site Plan Job Number: 106244 my ��,,.r.,,r■■®� ,I Sheet 0 5 10 20 Site Permit Set -- February 2008 A 1 . 1 , pi v 13'-0" I ' t t 2 I 0 41 16" CONCRETE CURB Q a T �I� BIKE RACK FOR (3) BICYCLES r. _ a Q �� Mirr 2 TOTAL ,z�..._. �� , - ice:_,_ ix '__ W� d �. L1 ' MILDREN DESIGN GROUP, P.C. CARPOOL/VANPOOL __ ._ �� r,�- ___ o' ARCHITECTURE ., SPACE PLANNING PARKING SIGN -- SEE a-C o i 11 ---_;_ � ACCESSIBLE RAMP 7650 S.W. Beveland, Suite 120 DETAIL 5/A5.1 _;,, �_ Cam_ _ T WITH DETECTABLE WARNING sr— Tigard, Oregon 97223-8692 .._.. .._. :� _ �. �_ � � .�.. ..�. Voice: 503-244-0552 ate 3" SMOOTH TROWELED JOINT a Fax: 503-244-041.7 • `� �' a �. co <> TYPICAL — �, \��- a Q i ;1:��:lll±*;���. a < , ►♦�♦�.�♦��o;.;. ?4 ` I \ 7 BROOM FINISH !�!!!!!♦!!!!!* 4%4.*.*.* .*A� !� STAMPED SLIP RESISTANT PATTERN NET 4 �!!�!!!�!!� PATTERN SHOWN PER UBC SEC 1109.6 !! t ! �►' 8.C'!!! !'! - - -�- - - - 6" CURB LEVEL WITH SURFACE a 'h,, !!!!!!!!!!!!!!!1 4} �!�!!!!!!!!!!+!!l�lj� OF ADJACENT SIDEWALK a ►!!!!!♦ ♦!♦ ♦!!�!!!�!!1 �' a 4►!!!!!�!!!1 a a /!!!!�!!!!♦ -, , mil „ ►!� . '' . I ° f .090 ALUMINUM SIGN PLATE {� -- BLUE REFLECTIVE SHEETING HIGH WHITE REFLECTIVE ,, _, __- -�. LETTERS AND BORDER, BAKED f Zvi msn: ,� � i` PAR(ING WITH D.�i..� DISABLED PER�Ct OIL Y f• VIOLATORS SI CT TO ENAMEL CONCRETE RAMP FLUSH 7� __'-ACCESSIBLE SIGNAGE I w HANDICAP SYMBOL WHITE 2 WITH ASPHAL I' _ r. WITH BLUE BACKGROUND ORS 811.615 PER STATE �; - - .. a a . . \ / REQUIREMENTS 4" PAINT STP,IPES 4 . 7" 3 „1L Q �, ^ .SL. ,;: , , VAN-ACCES5IB ■` VAN ACCESSIBLE SIGN WHERE N „ AT 2'-0” O/C TYPICAL _ REQUIRED i • \I 4 PAINT STRIPE --••`.•,r-+-+•i •. v-o-+�iii'i+i� � � � �w ���%%�:> � 4 +++ii, 3” WIDE PAINT STRIPE _ ./' "`. cfl ° � � 4 ++++i+++o+�►++i+oo+� � ��+++i+i+i+++i++++�*+o+i / N. . NOTES: ►++i+ +o++++++o++++� ♦+++o+++o++++io`o+• TYPICAL Z ,c 5.. cn ° +++++�+�++i+i+i+i+i+i+oi*++i+i� 4 �i+poi+i+i+oi+i+i+++i+i+i+++� o r ■++++o++i i i+i+i+++i*+i i1 ° +i+i+i+i+i+o+++i+i+i i— cv, 2 GALVANIZED STEEL POST a IMI D N R.1. ALL ACCESSIBLE STRIPING a ++ + + +++ �++ I �++• SLOPE ++♦ ♦++ ♦ SLOPE ♦+++i d AND SI GN A GE TO COMPLY 4 4 i+` i�+•++i+i+i+i+ �►++i ° . ++� + i�+�+�46 i i o `� : © 0817,11A TIGAR► '�RGQ1 ...._ k C*4 �0000000+o +i+o+i� 4 , a �� ff WITH ORDINANCE °. i+i+i+i+ � a ° a " ++oo� . ..... ORS 447.233. .�+�+ +�++i+off a ° +i+o+ +�++i++++++++�+<!� •'� 2.. ACCESSIBLE SIGN TO 8E �o"���� © `` " kl%-ii.A %■•• ...... "/ 67- • MOUNTED TO SIDE FOR 3 VAN ACCESS LOCATIONS ~'`~--WAVING--- WALK AND CURB WALK EVEN WITH A1.2 AND MAY BE CENTERED ,. T _ FOR STANDARD ACCESSIBLE EVEN WITH PAVING TOP OF CURB WALK AND CURB I 4 ACCESSIBLE SYMBOL, '' PAINTED PER \ SPACES. STATE REQUIREMENTS 3. WHITE STRIPING PREFERRED 6'-0" 6'-0" 6'-0" SLOPING 4" 10" N 1 1 (- BLUE BACKGROUND AND BLUE ' / � 9'-O" 6'_0" 9,_0» PAINTED CURB OPTIONAL 1 '--p" 1 '-Q" 2'-8 " f / / / , , (-71 Accessible Parking Stall Accessible Sidewalk Ramp ( International Accessible Symbol r--4 Accessible Parking Signage A1.2 A1.2 !»=1,-°» A1.2 l,>_1,_°„ A1.2 1"=1'-0" 0 2 4 8 — 15a6-r2 15b2 15b3 % iv /////�% Air %% i% Ali%//��i, ///% ' %/ N I , . NN, 0 1 ___J BRICK VENEER TO Owner: . Cedar Hills I 11 SEE SITE PLAN 1 t f qv: Deve to ment RIBBON STYLE PIPE RACK \ I -t...) t BRICK WALL CAP -- B1 ROUNDED CONCRETE TOP SEE SITE PLAN FOR NUMBER \ • SLOPE TO øiiri;" CROWN vi » 1 OF SPACES DRAIN •1 -0 .090" ALUMINUM SIGN PLATE \ . 'A (2) #4 CONT. AT 48" 0.C. IN BONI KA WHITE BACKGROUND I 1II'' .r, BEAMS AT TOP, MID-HEIGHT & !• 1" HIGH BLUE LETTERS \ �' BOTTOM OF WALL; PROVIDE (2) ,�` f 915 NW Torreyview Lane '__-.- AND BORDER, BAKED ENAMEL iii: #4x24 AT WALL CORNERS 24 Portland, Oregon 97229 4,4 PARKING 4" STD PIPE WITH —.1 #5 AT 24" O.C. VERTICAL z FOR I CONCRETE FILL \ rtA INS 8" CMU, SOLID GROUT (3) EQUAL GATES w A1.2 //Ii ,. CAR POOLS FINISH CONCRETE TO MATCH % - ... i ,_. ONLY PAINT HAZARD YELLOW ADJACENT WALK 0 w I r/ UA BRICK VENEER TO • /�'*: MATCH BUILDING r.urp _Pv ro ect: Z #5x 48L AT 24" O.C.0C TO MATCH Project: FINISH GRADE % —. it 10 s I I r AND LAP WITH WALL REINFORCING....., �. v 1ii Pacific / w /i.�� Crossroads Z GALVANIZED STEEL POST % � Q r. CONCRETE FOOTING ° ! w , VJ `— Corp. Center ,---'-'7 ... �. ° R X w Iv '+; 6" CONCRETE SLAB WITH co w ii #4 AT 18" 0.C. EACH WAY I �- '' ' /�/�:/, 1ii it e wI d' a - / 8" CMU %/�,i:• • e� w CONCRETE WALK SEE SITE PLAN � ��lea.• .-- '' . °° / 11 ° �4 "` d SW Pfaffle St. 6"95 CONCRETE FOOTING T/SLAB j Al 2 V '� Tigard, Oregon Z % a •. \ ' d .i fi t s„ 6» I �1 �, a I o GI a N / \\\\\\ \\\\�\\\\\\\\\\\\�,\\\\\\�\\\\�\\\\\\41 \ " ° Q 1 -0" L _.1 � 2,_0„ f , _ (-5---- Sheet Title: Carpool Parking Signage Bollard 7 Bic cle Rack 8 Trash Enclosure Plan 9 Trash Enclosure Wall 1"=1'-Q" 4"=1'-0" ;;:i_O" "-1'-0" A1..2 3/4„=1'-0” Site Details 1.2 15b 3 a (.6) 4” A1.2 1.2 15c2 9a5b2 D10 / SEE SITE PLAN / T OEED ` 1 " 1 „ 1X" STEEL TROWELED ,, 2% CROSS SLOPE 4 EDGE, TYPICAL _ 4" CONCRETE SLAB�� ' ' '( 1 1--) 1 4. a ,• 4 • d. - . 4 V 4 ', WITH CONTROL JOINTS AT 5' 0" O.C Pump . ` 8" CMU --'������*ibIA�SSoN e:�i: 44 ww ri* I►r , ice•1�iL�) 1 •f (A- 'i :•r .i�A i • i t•A= 1 -- � � �-1 ) _ 4 CRUSHED ROCK 0,4 4..' � � I � .III=III—III-I 11 I � I 1 1 ) .III-. 11-11 l I l �1�I�.:... BASE 4 � ` BRICK VENEER SECTION -4 TO MATCH BUILDING BROOM FINISH ilik 1► A1.2 ('"'� , SEE SITE PLAN / SEE SITE PLAN / �fO OM A���- :�:�4 '�,.J' BLACK POWDER COATED Revisions: CYCLONE GATE WITH VINYL SLATS ►�.����E.�.��jd 6" 6" , SEE SITE PLAN , ' w t to TOOLED JOINT 1" RADIUS / '.-� 4" CONCRETE WALK 0401.21.;..K.: . I. ,2% SLOPE w . 1 CANE BOLTS FOR EACH LEAF ±� +.._,- " _ ►=,0= 2" SAND OR f"-0" al 71 ��►;::►':::�: :!:�=:►:'�,, I = ----III .= COARSE AGGREGATE. 4 M-1 1 1=1(1/.. 7 11I�-- I V4 ( � �0 .- -- �I ! I"`I I CAST IN PLACE CURB _\ 'BLACK PQWEDER ` /T/SLAB ��R I GATE WITH VINYL t \ i r- PAVING SECTION PLAN ; ;;; :;EIED, 1 e 6 I _g �,..Z 4" BOLLARD * PROVIDE CONTROL JOINTS IN WALK 50OC. NOTECONCRETE SHALL BE 3000!. ± / SEE DETAIL 6/A1.2 ,► PSI AT 28 DAYS. 6 SACK �, PIPE SLEEVE--EMBED 4 `�, -.- MIX, SLUMP: 1 1/2" TO 3 EDGE, TYPICAL Date: 13 December 2007 (iTrash Enclosure to Wall Gate at Trash Enclosure Monolithic Curb and Sidewalk ( TypicaI Sidewalk Drawn by: Checked by: 11 12 14 1 1 „=1'-0" 3/4„=1,_O„ 3/4"=V-O” no scale K WEM A1.2 d12 1°2 D16 Al 1.2 15a5 1. 1501 Al A1.2 1 Job Number: 106244 Sheet Site Permit Set - December 200 ' _ A 1 .2 Keynotes 1. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING D oor Schedule TYPICAL ,.`_ 2. BRICK VENEER ON WOOD STUD TYPICAL MILDREN DESIGN GROUP,2 0 4 4111.,1 MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS 3. METAL CANOPY - SEE STRUCTURAL, PAINTED ' .WIDTH HEIGHT THICK�� MAT L FINISH MAT L FINISH TYPE GROUP 4. STEEL COLUMN TYPICAL �- SEE STRUCTURAL �,I�cxzT�cTVx� s�AC� �t�a��tl�v� 99, pi" 101A 6 -0 7 -0 1-3/4 AL ' BLK AL BLK A 1 5. LADDER TO ROOF -- SEE DETAIL 17/A5.1 76o0 S.W. Beveland, Suite 120 24'-10 " 24,_8„ 24,_8„ 24'--10 „ 1018 6'-0" 7'--0" 1.3/4" AL BLK _ AL BLK A 1 6. 4"� INTERIOR RAIN DRAIN Tigard, Oregon 97223--8692 LEGEND 7. FROST FREE HOSE BIBB Voice: 503--244--0552 99' 11 i" AL ALUMINUM 8. ROOF DRAIN - SEE DETAIL 7/A5.1 Fax: 503-244-0417 2'-7i" 3'-11i" 3'-11i" 3'-11i" 3'-11i" 3'-11i" ."_7i" BLK BLACK 9. OVERFLOW - SEE DETAIL 3/A5.1 �p,_8i„ r 16,_pi„ �---7 p,_8i„ p,_si„ � 16'--p3" �--- 1 p,_8i„ 1 . VALLEY LINE 0 / 41111 / A 411) / .0% / Door T es 11. RIDGE LINE 12. BUILT--UP ROOFING -- SEE DETAIL 8/A5.1 FOR PIPE /,� PENETRATIONS...4N yI �.� ,�., �. .,. ...,�,.,,,II' 4 13. METAL CORNICE,PAINTED .• / 14. CRICKET - 2x4 AT 24" Q.C. WITH /2" PLYWOOD . , r / \ 15. FACE OF STUD, TYPICAL MAXIMUM EXIT ACCESS AIL ,. 16. FACE OF BRICK, TYPICAL TRAVEL DISTANCE = 117'-10" / ` 17. SEE DETAIL 4/A5.1 FOR TYPICAL PARAPET FLASHING I I 1 _ aO � 0 I I \ / �-t� CO j CQ LD r- e-- \`\\\w M N I _ I `4- ..:_„,„,"4 . \\vim/ c CI SHELL =' '� ,i tio,4S,49 ARCS,/ 4 1 56 5,010414/100:50 ( A A4.2 W' jMl •',ii JR.y �- I I ,1, IR ON -0 `t A5.1 14 OF Ott> ... w . rn all \J- \ t i .:44- Wall Legend Room Symbol Legend \ i I I w 0 co NOTE: ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO ROOM NAME N o BE PRESSURE TREATED I ROOM AREA/LOAD OFFICE ROOM NUMBER o o NON--RATED WALL FACTOR XXX 1100:2 r- 8:2 E ITS �-NUMBER OF I I I OCCUPANTS ~ 1 HOUR RA TED WALL PER OSSC 2007 SECTION ;.�, �çL OCCUPANCY GROUP PER E>U(MBEPROVIDED "`' � 7.2.1.4 AND TABLE 721.4.1(1) 10000 w w I:fir, s.`r.wi) �,�,ar.�_..� .......{ o .�. ��. _... .r. Vii■/, D ' I i I ' Q 101A 1018 3'-11 " 10'-8i" 16'-0i" 10'-8i" / 1 p'-8i" 16'-0i" 10'-si" \ 2'_7 "16, O,S2' 8"/ 1'-3 " 1'-3 " 13 " 1'-3 " \ '_8"t6, O,, 2'_73 /17'_g " 2'_g'° 31'_7 " 2'_g" 17'_s �� 4' Owner: 0 1 2 Cedar Hills A4.1 A4.1 At Development Floor Plan my0 2 4 8 16 915 NW Torreyview Lane Portland, Oregon 97229 1 2 3 4 5 I I I I Project: Pacific 0 Crossroads Corp. Center Building B I I I I SW Pfaffle St. Tigard, Oregon 0 ...-- - . C..) -I I I I I Sheet Title: ' Building B 0 • 0 Floor Plan II 0 and I I I 0 iD 8 Roof Plan 14 0 c 4116. 0 4 li.\ . III Mb. 0 I ' �w � i I I--- AIL1'- is -1 • C - - - - u - - - - - - - -- •0 . /.- ,-- Revisions: 0 0« 0 At Roof Plan Nor 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RESERVED g THESE DRAWINGS ARE THE PROPERTY OF DESIGN GROUP, P.C., AND I NOT MILDREN TO BE USED OR REPRODUCED IN ARE ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. i I Date: 13 December 2007 Drawn by: Checked by: i BK WEM a Job Number: 106244.02 Sheet Building B Permit Set - December 2007 A2. 1 NIILDREN DESIGN GR,OUP, P.C. I, ....., ARCHITECTURE ... SPACE PLANNING -4, TOP OF METAL CORNICE i 7650 S.W. Beveland, Suite 120 r . .4, I Tigard, Oregon 97223-8692 , -.. i Voice: 503-244-0552 '-'1 ....---.. Fax: 503-244-0417 ■ISL I IrOP OF METAL CORNICE „. ,.., I / 11111111111111111. 11111111111111111= 1111111111111•11 =IMP= 0 i I ■ i I 1 ''',.., ilf ri."4:4:TM -.■11•1•001■11 \- ,, '...\ 111 I IMMIIIIIIIIIIIIIIIII -1 1.7.-- ro. 1-, :s...:‘,1:1■_.' I I vi TA Vii Y4 Te TA YA T1 11:111-7.:**:, vA: 1 ....■3--- • : _ _ /..,.:•.4 h...... . prA ,-i 7.■ Ft -. , gm),r.,..■,..-...m..00,,,..4=0..n..,407,..1...4.7,00.raziTi."..=007=‘,..n.canicag..7/.7.e........w.e.ww..-...n.e..womeam.•=1,-..,..7..,,..wrar..-.10=e.m......=.-..7=ciwacr..-.=-=000.....rar=0=-40.5.0.e..02.rde=020=hwardwagmasem-awah•=edmicarahnomoonciftwowiwgmecacm,-/ohAmimmoimo w rah ah....L......-=g'aeh,ae=h'me=h,..e.remh-ah''ah'...,ao•h'=Lv=LT=eae=l'AlhL'Ah`ah'dle4111'.Ih'.ik'ah''ah=h=h-4.'ae.==h-a■'=h'AWillih'dllrillh-AhVII'di'ah'=h'.1=',=h'.==hr=edh-=h'A•eaoh'=hvaC,OCAri&'illedilteAeiIlhW.IIL'i/W,Ih'dlhVlb:=h'=e/IIh''dtL''..Ih'Ah'AC.IIh'ila'Ab'=h'AILAIrallh'AIM:'A'=e..I'illb'=h'llle.MI'ae.115hah,'AIV/WAIL'Allk'allh'illI 11'41111AILAIVIIIIIIMIII70 I.S.::: ror- Ye Val kri4=.r. A. A A A. ,A, A A .A.. A A A A. A A. A. A. ..... A. 4. 4. A A. A A, A A A A A, A, A A A A ANL A ,A A A.VA A A A AK A .1111013... WA 3' ir- 3.1i ....._ . ,■.' ' .. 1F, r 40; Pr 4, , . ' , h. 1■13 ■ NI Fiffing PAPANI! 1,.._._ , h.. ■ , --latwasiowmatimiinaankwanilill ' . MIIIIIIIIIIIIIIIIIIIIIIII ,...... ,._ ::,;;I: 1 I I I I _.. . ' WA , ' ,4 : TIGA3'D, OIREGLOEN;R "-;11 -. I 1 * 0 .....--1 ,,...:;• 1 I I I ,......: ..40:, :rr11,,_-: b IIMI fr•-.. N I 11.- I i ,Z3 141 Alli 1 A4.2 — `iiiii I Rico' l I 11111,4.2 ft -co (.0 ..I , ,.... ....-- -....rillill ai all IN IIIII MI I la .II :. . Mr" MI ,...., r,,,,,?„ No "ii.'-----I'' grir--))-::: imi El Owner: 42 No EN NI. : : Fe4 Cedar Hills . 4 a ,,, ,•• s, a .., 4 '4 4 44 • r 4 4 4 ,. ' ° 4 ' 4 ,, , 4 CZ-41 VA Development 4., .i , , I T 4 111 4 r ' ° e a 4 [... -4 4 - - . I I I .:7 . 4 L _ _ _ _I Wr.14 t I 4 44 1 El 4 4 %MIN 1 I I 915 NW Torreyview Lane ° Building Section k ...... . worm moms amewson 1 Portland, Oregon 97229 A4.1 X"=1'—on bbb—e Project: / ....... I Pacific , I Crossroads 111E1 I TOP OF METAL CORNICE 111111111111111111 Corp. Center / ....... 111111111111111111 IIIMININIIIII 111111111=11111 MI Ik:■IMNMIMIIIIII•Mmrw...--, . Mg IIIIIIIIIIIIIIIII .0 1)P OF METAL CORNICE Building B I 1111. ....i.r.,. ,Ain. \- SW Pfaffle St. 111111.. I I frAllir Tigard, Oregon fr II •0 I I Iml..... ir _II I -..._ I , A 0 --- II I NI ,,.." ,,,‘ Jim t.l. 9 I INIM. i -- /4 7-2 II I ::.-.4 --- r.----.4.7407,..7.me-Aeir.-,,eianamonieramerarise aeara.w.e."-memr.earneederasoseAsemeaedie-aose-reav Aar iled■-iicazacawaeregiow..-gegme-r-araedearrose.r.-reanimedmoseangeimaiwateac aolearA-Aw ow da-mracaostaseagaivavivicaracae acme Avimegiaasumseawrecak-mwmbnicomeami■varaivar 4--5,....................Aeobeamacawareacia■kvicaa'■■•■■•■•"-deavilwibullivaealeAvacaeibuoravivaliewm■-avaindwaedvacal000meavil■ww■www■Aleavaled•-■42edwAiwah-dieme••••■■■■•meedwAEAledoolleacascalmowilmik-acibuswacak-Aleamomommeae■-dwavawallwaedicacaawdovaivawcaii Ecalcalooramtbial!riej.:. :0....-.....A..-414. 111111111,\ 0.='...o II --- ...a...11 er 11/1 Ire i! .1 Iii Yli 'I vi Building B 1... _, . . ,....... , . KA II 1100 . it. .II, , 4,, __ Sheet Tit le: ,.. , i....... 1 . ina ' A 11 1E11111. '` : : Il IMO (MVO : II IIIIII. i ' ' ISBeUCI tl di Oi nn gS I MI W : II I IIIII i ate ■_..... loriral . ii:`,', --- __MIN. ' ......mi 11 - woo, 111111, • dr 4, • ..., ' ■■■.■ r4 , NI, • wA , 5116.116.10 i , 1.---7"...--= ... Ili irAoli II I IIIIIIII-Z * Ir MEW 2 l MI= ...1111011 Pr Alglik I 'CO I MOM I MINE - I I r ,,p \OM Or AO A4.2 II IR= U IMIIIIMI II 1 iiii I r. I MN_ I II I MON IX) I IIII II I NMI 2 II Nco 4 I mow , ,..0 II Immo L.._._ A4.2 I a .4.---- a II Immo a pg .— I MIMI II II II 11 Revisions: II JINNI II il II I II II I MIN . I=III= Mom 1 II IMMO I MI= II II IIIIW i 1111, '::---I-:: 1 I II 11--1■. II ......‘ : : sa.:111 1:'.:71., .17..., II II ■.. " . : _ II II ..■' : .., ir , . mmi:DRREENN DESIGN GGRROOULIPP,, F3P..CC..,, 2A0N0D7,ARAELL 4.7. h. , . II. ii 11 . " . -ite _ 4 _ , , " ' .„„,,i, . . a I ,...--- 1E10 wizo : , -.. 4 --- minalisks1/42, 1 . 1, 4 4, ,, * 4 : . .0 , ..7Ifffle,..) 64 4 4 0 4 q 4 4 , 4 4 , '4 4 ° ' 4 '' 4 1 4=, ,, t:-.' ■ ''A I ..., 4 , . 4 ' 4 4 4 t . 4 '1 a " 4.' 4 4.\4 . c a i or—. ',., RIGHTS RESERVED © pi -1 4.__<1lti 4 ' ' 4 44 a 4 .,., ' 4 \ THESE DRAWINGS ARE THE PROPERTY OF .,:. I . g ., 4 ' 4 dil vl rr:: ., f .., NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN ,, PERMISSION OF MILDREN DESIGN GROUP, P.C. I :64 4 a I I Date: 13 December 2007 11 ...... I I .,, . . I Drawn by: Checked by: Building Section MRW/BKS WEM 2 ....... ...... ,...... ..... ....... I . A4.1 32"--•1'—0" Job Number: 106244.02 bbb—e Sheet Building B Permit Set - December 2007 A 4. 1 Keynotes �.. -- ,...... , '' ♦ 1. ROOF FRAMING - SEE STRUCTURAL 2. CONCRETE FLOOR SLAB OVER VAPOR BARRIER-- SEE STRUCTURAL / 0 \ 3. R-19 BATT INSULATION AT ROOF TYPICAL COUNTER FLASHING 4. BUILT-UP ROOFING"' �� 5. FOOTING - SEE STRUCTURAL GROUP,MILDREN DESIGN P.C. / 6. R-11 BATT INSULATION AT WALLS TYPICAL PARAPET ARCHITECTURE . SPACE PLANNING 7. STANDARD BRICK IN SOLDIER COURSE - 81 T , 8. STANDARD BRICK IN RUNNING BOND COURSE -- B1 (TYP. UNO) 7650 S. N. Beveland, Suite 120 FLASHING ( ) 1 f 1 9. STANDARD BRICK IN STACKED BOND COURSE - B1 (BEYOND) Tigard, Oregon 97223-8692 f 1 10. STANDARD BRICK IN ROWLOCK COURSE - B1 Voice: 503-244-0552 r 11. STANDARD BRICK IN RUNNING BOND COURSE - B2 (FROM ROWLOCK Fax: 503-244-041 7 \ I i 4, COURSE DAWN UNO) 12. STANDARD - Api DA BRICK IN ROWLOCK COURSE B1 (BEYOND) \ .., 13. 2x6 STUD FRAMING -- SEE STRUCTURAL FOR SPACING N. "*�' I 14. ALUMINUM STOREFRONT WITH 1" INSULATED OFFSET GLAZING �,,, Mr ►�.� 15. STOREFRONT DOOR r•�.• .,...• Ir Ir SEALANT 16. BRICK BEYOND AI 0 si Ai Ad Ai A 17. CORNICE BEYOND 18. METAL CANOPY, PAINTED SEE STRUCTURAL FOR FRAMING A5.1 CUT BRICK 19. FUTURE GYPSUM BOARD, TYPICAL TYP. 20. CANOPY BEYOND 21. FLASHING - PAINTED • 22. COUNTER FLASHING ....� ..... - ..�.. ...r 1‘5's, Cornice Detail 23. 4" CONCRETE SIDEWALK ist TOP OF ME AL CORNICE 1 ,sss A4. 1 =1 -p 24. FUTURE SUSPENDED CEILING d-04210-3 25. CRICKET - 2x4 AT 24" O.C. WITH �2" PLYWOOD (0 )1 TOP OF MASO RY STUD WALL 26. BRICK RETURN AT JAMB TYPICAL N ' <' 27. LAP METAL DECK OVER FLASHING r 28. ROWLOCK 4 1 O A5 1 ,� WA T i y J• TYP. ai•i A4.2 • , • • OR GON(19),, L6:71 '1 TOP OF METAL CORNICE TOP OF METAL CORNICE i TOP OF METAL CORNICE e`is I � �, OF '�. TOP OF MASONRY/STUD WALL TOP OF MASONRY/STUD WALL TOP OF MASONRY/STUD WALL ►�-� r \ \ :♦ O I'' ''''' ! 0 i 1 : r 1 i , . ,....1,.. .,. =, ,- ..„\.__ . ., ,...r.4 : GI IIIIIIIIMW 111111.111111111 1111111111111111 11111110 M1 / �. / 0 , i Pr N 1 0 w 0 4'''''' , r ~• . 1111. IIII�� !% A" .,. �• -'`_,�, �,. 7 ,� �, .. �a', . !FA MIL` r.,...T. ,'. - lom ' T - • , J „ _ y Virlipm......1 r i III ;I A 1 . A 2 Li Alp p -.4111111‘i Pr 1,, O ■ 4, �1MI*YVI �L ` ` 1.MI riA, �, ft.- kg I j - ,, A 0 M „,„„-'''''',, iii, �.� .. - ;ow- IF' -, 'f"! !JWAitIWW 'm :; « o - ►� �: .. co Owner: 4,-p„ Z �.� �r�►.� F---% �� r� Cedar Hills,11 7 i �' •ii it '""� 3 ' A i • !� ►- 1 �►' ►, 0 ♦ 1,,, 4 • Development A5.1 , 0 ;� �. ® - J, -- .e�......4 ma..n... ,"r I `. ..gym TYP. ;� 4: 0 Ai .� rr-err` 1„.. ► ' // ,� .,�I _,... T/CANOPY STE ;� -i I • ►- 1;-7,1 111 0, ... : Or ■N i'. k 1 MI MS MIL MIR i A f - � ►- A5.1 - ,; r 915 NW Torreyview Lane aft Al ii Portland, Oregon 97229 �" f TYP. - g i►"i TYP. `_'� 2 41 • ))il iii, - •. .� _, � �►�►�►. < iii. .. . as i dill. 1 � 1 �.ii� o , 11 - l _ _ - - , - r. _ -- 1 - 11 T/OPENING hJF !! %_�/'/; ( T OPENING 0 0 0 I,le i hagillird 1 ..._ ‘..4.1 l_�, �_ _):. � T/OPENING N ti 1 .. ___ ►--•.1..ll'ilL _ I / e Project: in I IlltaiI ,,,.,,,,,,,.,•, I I ��i Pacific \ III I i 1-rt I -�- I rossroads 24 J► . oc3 a0 N � <> (.-1) h "CO -- k I Corp. Center 1 O on on El •__� MI Mil i 1 Building "ic, Ili NI w 1 SW Pf of f le St. F 0 I c� Tigard, Oregon E/L3 0 um . WV)f f , iir mr„, e, <, ,„,,....,,„,. -� B TM SILL � l ■ > I ► 'rr A 0 o .tic\)1- ,„, arms.ill� ... . ,,,, ., , , `� Sheet Title: '_l.- ■∎ s ► ♦ , BiiildinnB 0 1 t I �I�I�� �• © Imo- ■ ' % °.......mmo , ....... "-IN Wall -a) m I i Sections 1 ri*--- 0 NM 11. ..4i 11.0.3111111 I al �• 1! A 10 04 2 Ell EMI WM i 07-- of A5.1 _I�� !lilt it 0 ! ' 1//. s\simmilismi TYP. ,� ,,,,,� �-�1 0. I t 0 ----- 1 i _ BTM/SILL �-•_� �: I *--401-11 , I I ."---------1"-- r--.-, I • uminpt.BT SILL ; ► / � i i' ' ■♦ i PA 0 1 k _Agog A I � 'F ■ ` Revisions:IIIII b..ii 4 r Ai OF 0 I i• . : I ■ A 1 3 I ■ r T T 1 i r 0 (I? A5.1 ( 2 � N N 111111111.1.11. t.- 1 r�"� ( 2) �� - ,I■ .A, .......- Ipp- 1 Amp ...\ 0 aii h. . 1 . al 1,. 1 1 TYP. % : fA - III_ _ ''� i SR -.. .A FIN. FLR. ► , r"' g. rr �-a: FIN. FLR. ►� i ,� r ,� ...._._._. _ , _ ,� y FIN_ F( , ti V r D - a � a � � A p D p p ti- ° , © 4 d .':% �� ` .` 4 d v d I , ,II� ..�.--1L r' © d d ° d d�� '.,':,:�� v ° d d d ° ° d `.'•''<;��16�A6� f i d e ° d ° �. ° ry' '.`r d° MILDREN DESIGN GROUP, P.C., 2007, ALL n ( 4 ° © 4 d.4 n'•:.:::';: .. RIGHTS RESERVED I ar .., - ,�..ea re... p V . . U 4 . ° ° D ° ° MILDREN DRAWINGS DESIGN ROUP,HP.C., AND PROPERTY RE OF NOT TO BE USED OR REPRODUCED IN ANY ` d d d .4''�� p © fl ! d d MANNER, EXCEPT WITH THE PRIOR WRITTEN iI 1 °. e ° 0 PERMISSION OF MILDREN DESIGN GROUP, P.C. °° 4 p Q� 4 < Date: 13 December 2007 Drawn by: Checked by: i MRW/BK WEM Y Wall Section Section .2 Wall 3 Wall 4 Wall Section Job Number: 106244.02 A4.2 1 =1 -o A4.2 1 =1 -o A4.2 1"=1'-0" A4.2 j 1 =1 -0" Sheet bbb-e bbb-e bbb-e bba-e Building B Permit Set - December 2007 _ A4.2 c SHIM SLOPE TO DRAIN COUNTERFLASHING WOOD OUTRIGGER l'-10" XI ,1111116„„ ro, I k k k I k CAP FLASHING " CONT. SEALANT AT 4 k I k CONTINUOUS CLEAT STANDING SEAM JOINT COPING WITH STANDING SEAM 1'-s" SINGLE CORNER SEAM \ 101 FASTENERS AT 2'-0” 0/C WITH WATER & ICE r'' i" 110 NEAR SIDE. CONTINUOUS „.....wwwmago,.........,_ SHIELD OVER 3/2" PLYWOOD "Ailliki. 1'-0" 1 k 4 k 4 k METAL FLASHING - PAINT P2 CLEAT FAR SIDE. ,.. libb... I k 1 k 1 1 k I k MILDREN DESIGN GROUP, RC '–1 0" x 1 ;7,• ARCHITECTURE • SPACE PLANNING 1'-g" co 1 1 I k 7650 S.W. Beveland, Suite 120 i„ - (0 CONT. CLEAT Inlit-0" i" CONT. CLEAT , t --Z------ • 1 r I k 10 , k FASTENERS Tigard, Oregon 97223-8692 \ imill11111111111111111111111" :. 7.0 – :,' 2'-0" x 2'-O" SUMP, SLOPE 0i,,,„ ,,--- 7;>■,zy ,,, 0 AT 1 0/C //), „-- Voice: 503-244-0552 A _ on l,,,,1.ii......,,....,:: .t 1, „„__:,.,,,._„_. lisi 5i . • N—IN TO DRAIN •,--- t. 41 „rim. II il Ir COUNTERFLASHING FASTENED ,5: i /A, .., -- Fax 503-244-0417 COUNTER FLASHING BUILT UP ROOF TOP PLATE LEAD PAN .---' : to A ,, , 1 AT 2'-O" O.C. 'S' LOCK '%; i VW ,i \--)v. .-..• , ---- b , 4, r SEAMS AT 8'-0" O.C. II i r CONTINUOUS CLIP -- Ali ---• --- CONTINUOUS CLEAT \ 5'1 I ..." • ,..- - In *Mk A SEAL TOP OF CAP „ ,, -",,,;%* .--.'" „,,A>. , AND MEMBRANE FLASHING 4'' 4'' !; l' A 2i" 3, 33" .--, 511 [ il, ,, BUILT-UP ROOF t LAYER WITH FABRIC < - SEE WALL SECTIONS „,---' in AND MASTIC > till I Ra...a4 : 4 ow1010111.1001M211.1■11110100■WIIWOOMMILIM IQ ,.. .. /....„...- 1/1111111111Er =I -----\;•'--->. FOR WALL ‘41 1 promiromommourzrAlormem'Armaws . .., ipimp ..... doe ih „ CONT. CLEAT RI ;; ,, 22 GA METAL ■Ok itilitzt,,, ' vommownow-Avarilimm... ri:7, ,Ar lir lir 0,A so' 111.041111 ill .... S amilmmil .0,,. ,, ,, FASTENERS AT 8" 0.C. $ FLASHING 1111.1111 111111 ,,, iilir , CAP SHEET EMIll ......941•Imm ., ;, , „ 1 1 rAmorz■kwrzawrzamw/A PERLITE CANT • I 11100111 .1,4401 '''141k■ „, 4114, w 'LhAt., 11 , MMI111.1■114111110 1 . -..- .1 Ellaim ' A 10 , MEMBRANE FLASHING PLY ummiguw--.1 , . 0101110..- 1 , .41. 4111111111111111■■• ,/• '°° #,,,,0441U MINERAL CAP SHEET 22 GA. METAL i" "maA I % k „ i ry A 1 1 I k FLASHING IIIIII_______ -- -,42'4.1■ 111 AP kal111.1111011 1 1 Al MEMBRANE FLASHING ki 1 1 i 41°1°0°)Pliatilt* ROOFING MEMBRANE — 1111111011MM. ICillIptil Alik°"'"411k diall°M.41110■11 r k: % 4400°*. i111-17:4 'IVIIIr BASE SHEET 11 1 440410' 1 040 UNIT MASONRY - SEE kk , 11 , : , ' . - . FIBER CANT Tr--,41,•-"7.1ii 740- iii. "to BATT INSULATION t„,,011) 4eck .,x WALL SECTION FOR , 1 5: , , „ . - A A. _AIL A_ A... A. , : 1 k FIBER CANT COURSE PATTERN h... , Ai ill:1 041011111"- ‘: i 1"■111---, 1 - . ; III klbX a k b.. \______„41 2x6 WOOD PARAPET ,,-;,,,,,,,,;.---,6,.. Liii....._4 141111 A h. k k k k 1 k (2) 2 x 6 OR ROOF TRUSS 1 JR.1-3 .... „ .... 4 ,,,,:z,::::-;;;;; . kik 1 i kill111.11111111 4:1611[1°10 it----.10 ;0, A, arimmrA' /MI' EWA 1 k It 1 1, 1 ti,Mbi--_.... DOUBLE 2 x 4 BLOCKING SUPPORT • Parapet Detail '2-__) Parapet Detail AROUND DRAIN TYPICAL raet. Typical Parapet Wall Flashing ielf. OF C'd .1 _0 5.1 ix-.1'-o- ROOF SUMP RECEIVER k.5...:1)3A"=".V-0" • (.6- Roof Drain and Overflow 12a2d-r1 UNDERNECK CLAMP -........- NI 3"=1'-0" UNIT MASONRY - SEE WALL 10•11411111.0. k.5..V SECTION FOR COURSE PATTERN .11MIEIE 101fr - 1111111.411 "IIMAIrlat: TS HEADER - SEE STRUCTURAL -..iliquir,N, 11111111111111111111111.111 # 0 a\01 -.■•••.-- 0 I r 111111111111111M el 1 ■ o • :\o' B I 1 1 1 REGLET IN VOLKEM toplaiii..._ 1 I 14 A ,. z I k I k I 0 111111111011.114 " , gdildlibillki: ISIIIIIIMINIRA in RUBBER CUPLER 1111MillIkl frAdierAA 1 k k 0 01 SEALANT FINISH PLY #116 CAULKING AT kilIMMINEM I ILWIlli 1 1 lira Z '41411111111111111611 " ' MINERAL CAP SHEET STAINLESS STEEL ENDWALL FLASHING BY log ior 4•■■■■■-r" 1 NI pir-APArA. BWLDING PAPER - OVERLAP I 11 PAIVAPAI OVERFLOW MEMBRANE FLASHING ROOFING MANUFACTURER 41 101 1 1 rall1111111111114 MEMBRANE FLASHING lir ikil rill5L11111.h BUILDING PAPER - OVERLAP STAINLESS STEEL FLASHING I k p.. 00 Fir A 48 / BELOW SET IN FLASHING FLASHING alivingaim 11 0 , 0, MEMBRANE FLASHING I* \, \ 108 . , 01j 2" LIP CEMENT OR HOT ASPHALT ik LAP METAL DECK 1\ "kik 1 11 r-- -1\ 0: ,} , apr4rmipp 0%,, : i r MASTIC MEMBRANE FLASHING 1116. 11' Ill !II ; " ovigrillaAr. OVER FLASHING 11 „, I-1 / I / i 111111.1 1--- 1111111r:„.7_,......,...; 4, i 1651111111111111kAlwal:44A MASTIC MEMBRANE FLASHING -,..,,..,,,,,,,:,,,,.6 ■Ir 1 1 4 \ I WOVEN MORTAR SUSPSNSION BATT is, _._, , illki‘ loi . ■ / , Ikl 1 i 0,0 , i • 11111n11 r \ .0i s2u'--mop", xsi.:20ap-EcTox 21;R' ADIENEp - -,,--11 A , k 1 , tol I k111111.1111.111 1 1 , \/ \ 1\ ISli 0° $ 0 0 0 , 0 °' 0) c./....1,....,, ' , •, '-'4 ■= Owner: I WOVEN MORTAR SUSPSNSION BATT 27\ ;K)\ GL. BM. HEADER - SEE STRUCTURAL In 1..u . .. ...___I 1 101 1 I \ 00' a. 0 INTERPLIES I 4 1 1 \ \ 111 1 Pr AB 0 Ai WEEP HOLE AT 24" 0.C. -\--- ROOF DRAIN (I) Cedar Hills 1 / \ kM 1 1 LI- BASE SHEET I 16.. 101 0,00 . —..wp•----a_.... II / \ ...,i , ..............,....„ _...... li \NN cr Development PLYWOOD DECK 0k 1 ___.. _ _ _ . ,■-.0..■_ .,„,_ ,,, I . 1.3110=0„, 11,0'1, - I irL-i - _ .,. ., LINTEL, PAINT PLATE WI 4 'Ill / 1,..._3„ .1,....3„ LINE OF LEAD PAN i „Ln_ ,- al t EXPOSED SURFACES P2 '7,7...._,, ,..., lahh , / / _ _ GALVANIZED STEEL LINTEL . II 1 i 1 a Pa' - 11, r a , IN SEE STRUCTURAL , , 1.111, ,-..,,i ,,, ANGLE, PAINT EXPOSED SURFACES - P2 / 2'-6” 101 SEALANT 84 BACKER ROD SEE STRUCTURAL illihk, ok 23" 4," I, 44- 23" Nll 4 915 NW Torreyview Lane CANOPY FRAMING - klaillINMMI 111 ' ' ,i / NI SEALAN T Sc BACKER ROD Portland, Oregon 97229 SEE STRUCTURAL ik Ke ii" 101 , , STOREFRONT HEAD WITH COMPENSATING CHANNEL - I „1 4 Ati 1:iiik , SHIM Illaille II or., ALLOW Y2" DEFLECTION STOREFRONT HEAD WITH COMPENSATING (-5- Window Head ra- Window Head CHANNEL - ALLOW 3/2" DEFLECTION 7 Roof Drain Plan ri) Pipe Penetration BUILIDING PAPER - OVERLAP Illikilh. I 1 MEMBRANE FLASHING 1 0 i01 kok V..k5,..Y 3"=1'-O" t‘. ay 3"=v--0" A5.1 x"=1'-°" 12c1 WOOD POST - SEE V,,k5Y34"=1'-'0" 12d1b TS POST - SEE 111111111.11 ;■111 /4- — 1 . . 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AL AltL. -....—)4A, f -.4 Tigard, Oregon , SEE STRUCTURAL , ' *II _iiiiiiii 111 l'1111L11. gal, 411‘..411116,.‘ killidik. ---f '.; -A- t; vim - -.6:- ......azio. .a...... we.. i r 1 r 1 • -- a,`me,11.1 - — AIL' -,,, IM.A.N. '0.1.•■■■■iii ,k ri ------------------------------- -------- ,,,1 SEALANT Se BACKER ROD r„ II 711-r"--."'"w"'-'----w•MIIIIIIIIIIIII•111•1 — — 1 '''' --1--114////////////// 11• PLYWOOD Milli '4 - -- IIIWIIIMIIIIM Illt - ill k-i, , 4 , 2i" ■,!_ww--,,iti IrProsi MEMBRANE FLASHING OVER -.4111RWIS- PRP' 11,r 411"44 141161„,.‘61111$141k k, 1 , t 04 Al libil .... 1°.. iiillill 1 BUILDING PAPER WI' s ,imidatic ri ii•K MEMBRANE FLASHING SHIM , '' H pla■-- ---4■111011„0-■K 11111■6... 101 r,..orrAIIIIAINI , 1 1 ' '41111111IIIII°* IOW to' 101 1 FrArArAirlii WOVEN MORTAR SUSPSNSION BAIT 1: 11101101111111101.1,1 . 2 k0,1 Miimiese . h. lili■ 1 L. STOREFRONT HEAD L11 -1101111r0P.Ard - it WEEP HOLES AT 24" 0.C. Sheet Title: . Details WITH COMPENSATING CHANNEL - , 11 r il r A i„ • r ,, ,, „ ALLOW 12” DEFLECTION 1, , , 1 FLASHING 11 VULKEM 116 SEALAN T ROWLOCK BRICK SILL 11 ik 1,1 rArAj 41 l' 1.11111111Mr A / ROWLOCK BRICK SILL TYPICAL TYPICAL , ii 41' iligra i‘ \ : 5i„ ........A_rtill,,,,,,..ii,„:41 si-: I I pFAINRIASTHER:RABDAE I ,i SEALANT Sc BACKER ROD SEALANT 8c BACKER ROD , ,, 1 PAIVAIIIIMIIIIII PLYWOOD ON WOOD STUDS - SEE / BRICK RETURN AT JAMB TYPICAL BRICK RETURN AT JAMB TYPICAL !El 1 ralliMMEINIEAwramow, I , STRUCTURAL 1 -4 11 BAR, NAILED AT 8" 0/C I'll I 1 111111111' A \-..J MEMBRANE FLASHING, LAP MEMBRANE FLASHING, LAP ,111 11 I 4 A OVER BUILDING PAPER OVER BUILDING PAPER , III ,mi ry ■ . . 9 Canopy Flashing ri6) Window Sill , . ■,"'O. `, '• OP CONCRETE STEM WALL - 11 Window Jamb at Wood Post riJamb at TS Column• A5.1 3"=v-O" rk5..y 3"=v-o" . A , .. SEE STRUCTURAL A 51 3"=1'-°" 5:1/'3"'"i' °" ■ ' d-08400-jamb-1 d-8400-jamb-2 • , PARASEAL MEMBRANE III' III —.111111r !Agri ., . K 2x PONY WALL - SEE '■.114 ;4 < . . ,, , ■ TREMDRAIN , i 01011111rialre- STRUCTURAL STOREFRONT DOOR -- 111 1111111111111 =4 BUILIDING PAPER - OVERLAP ,-, , .k ; 4111101 '41 11116111MMIMINA F.B. 3/8" x 2 RAIL ArAlird BUILIDING PAPER - OVERLAP Revisions: i 11 rAft. 1 iti . AIM MEMBRANE FLASHING A ....--------- ,, s PT 2x FURRING ■ k k#: lir '!/; 011ed MEMBRANE FLASHING * rifillr40 MASTIC MEMBRANE FLASHING • : ■ „ , , AT 24'' O.C. P.T. SILL PLA TE 4 I PLATE Y16" x 2" x 183/2" AT 48" 11 11111111MOMIKA - MASTIC MEMBRANE FLASHING TRESHOLD -' IIL 11111.11,111101wA < ;:.': ■ . TO CONCRETE - SEE STRUCTURAL . 1 proPP-- pli . , . r____ PT 2x FURRING M•rirAPAP 40 K WOVEN MORTAR SUSPSNSION BATT . • 1•1 / BITUMINOUS EXPANSION JOINT 11, - - ■ II; 1 A ..,,, .Ni _.._ 111, , , ,,,,,, . WOVEN MORTAR SUSPSNSION BATT SEE DETAIL 5/S5.2 FOR LADDER CONNECTION TO BUILDING iiiiithi._ l 11111111P.'llit VI, 1,111111111111Elliti WEEP HOLE AT 24" O.C. . s° 0 C-±- -144141111PIPP-1 1 1 ArPr' . F CORNICE ABOVE CONCRETE SIDEWALK \ t .-IN - -"alliPillthlr.. 011411‘101 reA,A 10 ,I. 101, . 0) ....iiiiimbii 11 immiammtAl. BITUMIMOUS EXPANSION JOINT . ,. : .,s ■ 0. , LIM4i ) ,z.. WA TER STOP k 1 _411111411-111116.-1 [ eve A ''O) WEEP HOLE AT 24" O.C. \'''k , 1 4114 -.. pr 1111110110113 ,e0 oc--- - ill I BrAyair BRICK VENEER• ,. ., 4 44 1 ; monommehr \ 14, A A ,,..,„ CONCRETE SIDEWALK iiiirtarAny 1 , .. . , , ,,,,,,., f . ,,,,., , , . , PaImis 4 MmIGHLDRTEsNRDEsEESIRGNvEDGROUP, P.C., 2007, ALL =1111111 . r, , . . I -11■.. I' 'I NI ' i . ■ 14,4, . .( )___C:r) A I . MI .■ e THESE DRAWINGS ARE THE PROPERTY OF SEALANT 1, \ II r 1 FINISH GRADE MILDREN DESIGN GROUP, P.C., AND ARE \ . 404 NOT TO BE USED OR REPRODUCED IN ANY <> A 11) ' '-' ' i' CDC::: 5i" .:T.-..,.,_ \F MANNER, EXCEPT WITH THE PRIOR WRITTEN CONCRETE SLAB - SEE r . A ':', ' , p- \ STRUCTURAL • ‹i PERMISSION OF MILDREN DESIGN GROUP, P.C. v. < < • ,, „ 0 mud Date: 13 December 2007 o AMU ,..',.. ■ h \ / --,(4_ \ 11P-43:21Mt CON RETE STEM WALL ! CONCRETE FOOTING GROUT SOLID BELOW GRADE \ --, — - ., , Drawn by: Checked by: . ' 1 0 C7:- .....j BEYOND / FOOTING - SEE STRUCTURAL . •, .. ,• ■ 1,, \ < ,. ■ • - .. .., .-'iltro. BK/MRW WEM h , ' :: VI 4 \ 4 Q A a , . .: s 0 , / ______,) ,,, , . i-Th \----/ \•\--- \ \ Job Number: 106244 F--- 77._ 7, .y ■ I L , p. 7-----\ -' : jo 1 A A (17 \ to Wall Sheet :, /34"=1'-0" 3k.,.. 1 / d-14000-Idr-1 13 Storefront Sill 14 Brick at Footing riEWindow Sill at Concrete Stem Wall 16 Stud Wall at Concrete Stem Wall Permit Set - December 2007 A5. 1 A5.1 3-..r-o- A5.1 3"=1'--0" A51 3"=l'-v'-e-0" A5.1 3":=V-O" Building C Only bbc-e -2 STRUCTURAL GENERAL NOTES REQUIRED STRUCTURAL SPECIAL INSPECTIONS/TESTING CODE: STATEMENT OF SPECIAL INSPECTIONS: CONCRETE WALL REINFORCING (U.N.O. IN THE DRAWINGS) : SAWN LUMBER:(CONTINUED) INSPECTION ,,.,,,�, THE STRUCTURAL DESIGN IS INTENDED TO CONFORM TO THE REQUIREMENTS OF THE THESE STRUCTURAL GENERAL NOTES AND THE ASSOCIATED SPECIAL INSPECTION ALL WOOD FRAMING SHALL BE TREATED WHEN IN CONTACT WITH CONCRETE OR SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 2006 INTERNATIONAL BUILDING CODE (IBC)AND THE 2007 OREGON STRUCTURAL AND TESTING TABLE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TO COMPLY WALL THICKNESS VERTICAL BARS HORIZONTAL BARS LOCATION MASONRY UNLESS AN APPROVED BARRIER iS PROVIDED. IN ADDITION, TREAT ALL REFERENCE REFERENCE Continuous Periodic(a) MILDREN DESIGN GROUP, P.C. SPECIALTY CODE (OSSC). WITH THE STATEMENT OF SPECIAL INSPECTIONS REQUIREMENT OF THE 2006 IBC WOOD FRAMING EXPOSED TO SOIL, MOISTURE OR WEATHER. AT EXPOSED SOILS ARCHITECTURE • SPACE PLANNING SECTION 1705. 6" #4 @ 12"O.C. #4 @ 12"O.C. @ CL OF WALL CONDITIONS WITH TREATED WOOD, CONNECTORS SHALL BE GALVANIZED AS PER THE Site Preparation for Fills 1704.7.1 x Fill Material Verification GEOTECHNICAL By the Geotechnical Engineer.Periodic Frequency-To be 7650 S.W. Beveland, Suite 120 REFERENCED STANDARDS: EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR 8" #5 @ 12"O.C. #5 @ 12"O.C. @ CL OF WALL MANUFACTURER'S RECOMMENDATIONS AND SHALL TAKE INTO ACCOUNT THE 1704.7.2 LOADS ASCE 7-05 SEISMIC FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR A 10" #4 @ 16"O.C. #4 @ 16"O.C. @ EACH FACE CHEMICAL TREATMENT USED IN THE WOOD. AS A MINIMUM, 16 GAGE OR THINNER Fill Placement and Compaction 1704.7.3 REPORT X determined by the Geotechnical Engineer. Tigard, Oregon 97223-8692 CONCRETE ACI 318-05 WIND/SEISMIC COMPONENT INCLUDED IN THE STATEMENT OF SPECIAL INSPECTION 12" #4 @ 12"O.C. #4 @ 12"O.C. @ EACH FACE CONNECTORS SHALL RECEIVE A G-185 ZINC COATING, AND 14 GAGE OR THICKER Lift Thickness Voice: 503-244-0552 MASONRY ACI 530-05/ACI 530.1-05 SECTIONS OF THESE GENERAL NOTES SHALL SUBMIT A WRITTEN STATEMENT OF CONNECTORS SHALL RECEIVE A POST HOT-DIP GALVANIZING OF G-185. ALL FASTENER FABRICATORS Fax: 503-244-0417 STEEL AISC 360-05/EDITION 13 RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO AT OPENINGS, PROVIDE A MINIMUM OF (2)#5 BARS AT ALL SIDES, AND EXTEND THESE MATERIAL USED SHALL MATCH THE MATERIAL USED IN THE CONNECTOR. AT INTERIOR Special inspections apply to the verification of detailed STEEL SEISMIC AISC 341-05 COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTORS BARS A MINIMUM OF 2'-O" PAST THE OPENING. PROVIDE (1)#5 BAR FOR SINGLE-LAYER CONDITIONS WITH NON-TREATED WOOD, CONNECTORS SHALL BE GALVANIZED WITH A fabrication and quality control procedures,including a review CONTRACTOR(S) ( ) r Fabricators 1704.2 X WOOD AF&PA NDS-05 SHALL SUBMIT, IN WRITING, THE FOLLOWING ITEMS: REINFORCING AND(2)#5 BARS FOR DOUBLE-LAYER REINFORCING, 4'-0"LONG, MINIMUM OF G-90. for completeness and adequacy relative to code requirements. • ACKNOWLEDGEMENT OF THE AWARENESS OF THE SPECIAL INSPECTION DIAGONALLY AT EACH CORNER OF ALL OPENINGS. SLAB BARS SHALL BE HOOKED INTO Frequency-Once per each Fabricator prior to start of work. CONSTRUCTION: REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY CONCRETE THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH • ACKNOWLEDGE THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE PROVIDE (2)#4,4'-0" LONG BARS DIAGONALLY AT EACH RE-ENTRANT CORNER IN SIMPSON COMPANY(OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON Special inspection applies to verification of proper use of bar 1704.4 THE OTHER PROJECT DRAWINGS, SUCH AS ARCHITECTURAL AND MECHANICAL. THE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OR SIZE positioners,bar sizes,quantities,spacing,hooks,and finish CONTRACTOR SHALL COORDINATE ALL DRAWINGS IN THEIR WORK,AND INFORM THE • PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S REINFORCING SiZE AND SPACING. PROVIDE HORIZONTAL CORNER BARS TO MATCH RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS AND Reinforcing Steel Placement 1907.5 ACI 318 1907.7 AC1318 7 7..5.0 X clear cover requirements,specified in the design documents. A/E OF ANY DISCREPANCIES. REFER TO THE PROJECT SPECIFICATIONS FOR ORGANIZATION, THE METHOD AND FREQUENCY OR REPORTING AND THE ALL HORIZONTAL REINFORCING AND EXTEND THESE BARS 2'-0"PAST EACH CORNER. SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS (BOX NAILS SHALL 1914.4 Frequency-Verify minimum of 50%each type of wall elevation, ADDITIONAL INFORMATION. THE NOTES CONTAINED IN THE PROJECT DRAWINGS AND DISTRIBUTION OF REPORTS;AND NOT BE USED). NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1. slab,footing,beam,or column type. PAI afghan associates,inc. CA N C LE 230 9.1. 1704.3.1 AC1318 3.5.2 9 DETAILS TAKE PRECEDENCE OVER THESE GENERAL NOTES. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONCRETE ACCESSORIES: CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO THE IBC. Welding Reinforcing Steel 1903.5.2 AWS D1.4 SECTION 7 Refer to Steel Special Inspections for detailed welding requirements. CONTROL AND THEIR POSITION(S)WITHIN THE CONTRACTORS ORGANIZATION. DEFORMED BAR ANCHORS (DBA)SHALL BE NELSON, TYPE D2L, OR APPROVED. STUDS (b)Special Inspection shall be continuous if allowable ENGINEERING THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING AND DBA SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S WOOD SHEATHING: 4875 SW Griffith Drive i Suite 3001 Beaverton,OR 1 97005 1704.4 stresses have been increased per 1912.5.Locations as CONSTRUCTION AND FOR PROJECT SAFETY(AS PER'OSHA'OR OTHER STANDARDS). STATEMENT OF SPECIAL INSPECTIONS -SEISMIC REQUIREMENTS: STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S. PRODUCT Placement of Cast-in-Place Anchor Bolts AC1318 1.3.2.0 X(b) X 503.620.3030 tel.!Project 0.5539 fax i www.aaieng.com ( ) 1912.5 indicated in the design documents.Periodic Frequency- Project No.A06223.11 THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR THE 1. PRIMARY SEISMIC FORCE RESISTING SYSTEMS REQUIRING INSPECTION FOR EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-TZ OR APPROVED WITH EQUIVALENT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 Minimum 50%each type of anchor bolt. COMPLETED CONFIGURATION ONLY AND NOT FOR THE VARIOUS STRUCTURAL THIS PROJECT ARE: ICC-ES ALLOWABLE TENSION AND SHEAR VALUES. PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED 1704.4 Special Inspection applies to comparison of supplier-provided AC1318 1.3.2.A CONFIGURATIONS POSSIBLE DUE TO THE CONTRACTORS SELECTED SEQUENCE,AS • LIGHT FRAME SHEAR WALLS SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE Verification of Required Mix Design(s) 1904 ACI 318 CHAPTER 4 X Mix Designs to Design Document requirements.Frequency- WELL AS MEANS AND METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL 2. OTHER DESIGNATED SEISMIC SYSTEMS INCLUDE: PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, DRAWINGS. 1905.2-4 Verifymixdesign for each different type prior to placing PROVIDE BRACING, SHORING, ETC. TO TEMPORARILY SUPPORT THE STRUCTURE. IN • HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS AND THE G-90 GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR 1914.2 ACI 318 5.2-5.4 concrete. 4011317410* ADDITION, THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SEQUENCE WHICH ANCHORAGE FOR THIS DUCTWORK WELDS SHALL BE PLACED ON EMBEDDED PLATES ANGLES 1704.4 AC1318 1.3.2.0 Special Inspection applies to verification of proper application ES OR NGLES FOR A MINIMUM OF 7 SHEATHING INSTALLATION SHALL BE IN CONFORMANCE WITH APA Concrete Placement X �'Q PR�f LIMITS DEFLECTION, TEMPERATURE AND SHRINKAGE EFFECTS TO AN ACCEPTABLE • PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, DAYS AFTER CASTING. RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS 1905.9-10 ACI 318 5.9-5.10 technique. .�� >�� LEVEL TO THE OWNER. COMBUSTIBLE OR HIGHLY TOXIC MATERIALS. OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. Concrete Strength ACI Chapter 5 •G` No# zD 4, .0, • ANCHORAGE OF ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR EPDXY ADHESIVE: ASTMC39 . .' Aid THE CONTRACTOR SHALL COORDINATE CODE-REQUIRED SEISMIC RESTRAINT FOR STANDBY POWER PROVIDE HILTI HIT HY-150 (OR EQUAL). EMBEDMENT REQUIREMENT AND CAPACITIES ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO Concrete Slump ASTM MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTS AND OTHER M.E.P. ITEMS. • EXTERIOR WALLS AND THEIR ANCHORAGE TO THE HORIZONTAL DIAPHRAGMS ARE BASED ON THE ICC-EC REPORT, AND ALL SUBSTITUTIONS SHALL MEET THESE SUPPORTS, X E 1 E TH EXCEPT PT AS INDICATED THE DRAWINGS. ROOF SHEATHING SHALL 1704.4 Frequency-Each 150 cubic yards,nor less than 5000 SF of '`■''" +N THIS BRACING MAY CONFORM TO "SMACNA"OR ANY CODE-COMPLIANT STANDARD. • SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE VALUES. EPDXIED RODS AND BARS SHALL BE INSTALLED IN ACCORDANCE WITH THE EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY 1905.6 X Slab or Wall placed each day. to 414q5, ti C? ALTERNATIVELY, THE BRACING MAY BE ENGINEERED BY OTHERS. •ELECTRICAL EQUIPMENT MANUFACTURER'S GUIDELINES. SPECIAL INSPECTION IS REQUIRED. EXPOSED PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X,FRAMING AT ALL Concrete Air Content ASTM C231 p )p 2� + 3. SPECIAL INSPECTION AND TESTING FOR THESE DESIGNATED SEISMIC SYSTEMS ANCHORS SHALL BE STAINLESS STEEL. PANEL EDGES UNLESS NOTED OTHERWISE IN THE DRAWINGS. NAILING NOT SHOWN *-N A. ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. AND COMPONENTS SHALL BE PROVIDED IN ACCORDANCE WiTH THE 2006 iBC SHALL BE AS INDICATED ON IBC TABLE 2304.9.1. ALL NAILS SHALL BE COMMON NAILS; THE CONTRACTOR SHALL NOTIFY THE A/E OF ANY DISCREPANCIES FROM CONDITIONS SECTIONS 1704, 1707 AND 1708. REINFORCED UNIT MASONRY: HOWEVER, USE RING SHANK FOR ROOF SHEATHING. 'Concrete Temperature ASTM C1064 EXPIRES: 6/30/08 SHOWN ON THE DRAWINGS, IN ORDER FOR THE A/E TO DETERMINE WHICH SHALL 4.TYPE AND FREQUENCY OF SPECIAL INSPECTION/TESTING- REFER TO THE CONCRETE MASONRY UNIT ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE 1905.11 GOVERN. SHOULD ANY DISCREPANCIES BE FOUND iN THE CONTRACT DOCUMENTS, IT ATTACHED TABLES. STRENGTH OF 1,500 PSi. MASONRY STRENGTH SHALL BE VERIFIED BY PRISM TESTING GLUE LAMINATED MEMBERS: Verification of Curing Temperature and 1905.12 - Special inspections apply to visual verification of conformance WILL BE ASSUMED THAT THE CONTRACTOR HAS INCLUDED THE HIGHEST PRICE 5. REQUIRED STRUCTURAL OBSERVATIONS-REFER TO THE STRUCTURAL BEFORE AND DURING CONSTRUCTION. CONCRETE UNITS SHALL COMPLY WITH ASTM GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. Techniques 1905.13 ACI 318:5.11 5.13 X to specified curing conditions.Frequency-Once daily ALTERNATIVE FOR COMPLETING THE WORK, UNLESS THE DISCREPANCY WAS POINTED OBSERVATION SECTION OF THESE NOTES. C90, GRADE N-1, MEDIUM WEIGHT,AND SHALL HAVE A MINIMUM COMPRESSIVE PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER"AND AMERICAN _ 1914.9 OUT PRIOR TO THE BID, IN ORDER FOR THE NE TO DETERMINE WHICH GOVERNS. STRENGTH OF 2,000 PSi. LINEAR SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. INSTITUTE OF TIMBER CONSTRUCTION, AiTC 117. EACH MEMBER SHALL BEAR AN AITC MASONRY CONFLICTS IN THE CONSTRUCTION DRAWINGS WiLL NOT BE A BASIS FOR AN STATEMENT OF SPECIAL INSPECTIONS -WIND REQUIREMENTS: MASONRY WALLS SHALL BE REINFORCED AS DEFINED BELOW, UNLESS NOTED OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF VERIFICATION OF SiTE-PROPORTIONED ACI 530 1.14.x - x ADJUSTMENT IN THE PROJECT PRICE. 1. PRIMARY WiND FORCE RESISTING SYSTEMS REQUIRING INSPECTION FOR THIS OTHERWISE IN THE DRAWINGS: CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER MORTAR AND GROUT AC1 530.1 2.6A PROJECT ARE: TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN OBSERVATION OF REQUIRED PRISM ACI 5301.14x x FIELD-MODIFIED OR FIELD-ENGINEERED DETAILS SHALL BE DESIGNED AND STAMPED • LIGHT FRAME SHEAR WALLS MORTAR: SPECIES INDUSTRIAL GRADE AND OF THE STRENGTH INDICATED BELOW: PREPARATION ACI 530.1 1.4 BY A LICENSED STRUCTURAL ENGINEER AND SUBMITTED TO THE NE FOR APPROVAL 2. OTHER DESIGNATED WIND COMPONENTS INCLUDE: MORTAR SHALL BE TYPE S, WiTH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PLACEMENT OF MASONRY UNITS AND ACI 530 1.14.x X PRIOR TO START OF THE WORK. ALL WORK DESIGNED BY OTHERS SHALL BE BY A • ROOF CLADDING AND ROOF FRAMING CONNECTIONS 1,800 PSI AND SHALL CONFORM TO IBC SECTION 2103. COMBINATION MORTAR JOINT CONSTRUCTION ACI 530.1 3.3B STRUCTURAL ENGINEER LICENSED IN THE STATE iN WHICH THE PROJECT IS LOCATED. • WALL CONNECTIONS TO ROOF AND FLOOR DIAPHRAGMS AND FRAMING SYMBOL SPECIES USE VERIFICATION TUCTU L ELOF EMENTS SIZE AND LOCATION OF ACt 530 134G X STRUCTURAL ELEMENTS ACt 530.1 3.3G • ROOF AND FLOOR DIAPHRAGM SYSTEMS, INCLUDING COLLECTORS, DRAG MASONRY GROUT: ACI 530 1.14.x GEOTECHNICAL CRITERIA: STRUTS AND BOUNDARY ELEMENTS GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS 24F-V4 DF/DF (SIMPLE SPAN) TYPE,GRADE,AND SIZE OF ACI 530 1.2.2.E THE FOUNDATION DESIGN IS BASED ON INFORMATION SHOWN IN THE PROJECT • VERTICAL WINDFORCE-RESISTING SYSTEMS LISTED IN ITEM NO.1. AND SHALL CONFORM TO IBC SECTION 2103. FINE GROUT SHALL BE USED EXCEPT 24F-V8 DF/DF (CONTINUOUS OR CANTILEVERED) REINFORCING STEEL ACI 530.1 2.4 x GEOTECHNICAL REPORT BY RAPID SOiL SOLUTIONS, DATED JULY 10, 2007. THE • WINDFORCE RESISTING SYSTEM CONNECTIONS TO THE FOUNDATION. WHERE PERMITTED BY ACi 530. ALL CELLS CONTAINING VERTICAL BARS AND ALL 1704'5.1 AC1 530.1 3.4 1704.5.2 CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE SiTE GEOLOGY AND FABRICATION AND INSTALLATION OF SYSTEMS OR COMPONENTS REQUIRED BOND BEAMS SHALL BE FILLED WITH GROUT. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. COLUMNS SHALL BE VISUALLY REINFORCING STEEL AND CONNECTOR 1704.5.3 ACI 530 1.14.x SUBGRADE RECOMMENDATIONS AS DISCUSSED IN THE GEOTECHNICAL REPORT. TO MEET THE IMPACT RESISTANCE REQUIREMENTS OF SECTION 1609.1.2 GRADED WESTERN SPECIES INDUSTRIAL GRADE WITH COMBINATION SYMBOL 3. PLACEMENT ACI 530.1 3.4 x PROPER SUBGRADE AND BACKFILL WORK AT SLABS AND WALLS SHALL BE 3. SPECIAL INSPECTION AND TESTING FOR THESE DESIGNATED WIND SYSTEMS MASONRY REINFORCING STEEL: ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. ACI 530.1 3.6A CONDUCTED IN ORDER TO MINIMIZE SETTLEMENT, CRACKING, EARTH PRESSURE AND AND COMPONENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE 2006 IBC REINFORCING SHALL CONFORM TO IBC SECTION 2103 AND ACI 530. DEFORMED BARS COLD/HOTEATHER MASONRY ACI 530 1.14.x W WATER INFILTRATION AT THE STRUCTURE. THE CONTRACTOR SHALL COORDINATE SECTION 1704. SHALL BE GRADE 60, AND SHALL BE SECURELY PLACED BY REBAR POSiTIONERS. PREMANUFACTURED WOOD JOISTS: PROTECTION ACI 530.1 1.8C X ALL TEMPORARY SiTE-RELATED ISSUES WITH THE GEOTECH FOR REVIEW AND 4. TYPE AND FREQUENCY OF SPECIAL INSPECTION/TESTiNG- REFER TO THE UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE AC1530.1 1.8D VERIFYING USE OF REQUIRED GROUT APPROVAL. WHERE REQUIRED, BOTTOM OF FOOTING SHALL STEP AT A RATIO OF 2:1 ATTACHED TABLES. SHALL BE AS FOLLOWS: DRAWINGS, MANUFACTURED BY THE TRUS-JOIST CORPORATION, OR BE AN APPROVED ACI 530 1.14.x X MIX DESIGN Owner: (HORIZ:VERT)WITH A MAXIMUM STEP OF 2-0". 5. REQUIRED STRUCTURAL OBSERVATIONS-REFER TO THE STRUCTURAL EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S VERIFYING GROUT SPACE IS CLEAN ACI 530 1.14.x X(b) X (b) OBSERVATION SECTION OF THESE NOTES. MASONRY WALL REINFORCING(RUNNING BOND LAYUP): RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE PRIOR TO GROUTING ACI 530.1 3.2D Cedar H i l is GEOTECHNICAL DESIGN CRITERIA INDICATED IN THE GEOTECHNiCAL REPORT: WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB ACI 530 1.14.x STRUCTURAL OBSERVATION: WALL THICKNESS VERTICAL BARS BOND BEAM HOR. BARS SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO GROUT PLACEMENT ACI 530.1 3.5 X ALLOWABLE SOIL-BEARING CAPACITY=2000 PSF (GRAVITY LOADS) 1. STRUCTURAL OBSERVATION CONFORMING TO THE 2006 IBC SECTION 1709 WiLL THE ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE MANUFACTURER'S CERTIFIED COMPLIANCE REPORTS Development ALLOWABLE SOiL-BEARING CAPACITY=4000 PSF (GRAVITY+ LATERAL LOADS) BE PERFORMED BY AAI ENGINEERING, IN ORDER TO REVIEW THE 4" #4 @ 48"O.C. #4 @ 48"O.C. CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, MATERIAL CERTIFICATES OF FOR MASONRY UNITS,MORTAR AND GROUT MATERIALS, FROST DEPTH = 16" CONTRACTOR'S WORK FOR GENERAL CONFORMANCE WITH THE DESIGN 6" #5 @ 40"O.C. #5 @ 48"O.C. DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ICC-EC COMPLIANCE 1708'1 X REINFORCEMENT,ANCHORS,TIES,AND METAL PASSIVE SOIL RESISTANCE=200 PCF DOCUMENTS. 8" #5 @ 32"O.C. (2)#4 @ 48"O.C. APPROVED. ACCESSORIES COEFFICIENT OF FRICTIONAL RESISTANCE =0.35 2. THE CONTRACTOR SHALL PROVIDE AAI ENGINEERING WITH A MINIMUM OF 3 10" #6 @ 40"O.C. (2)#5 @ 48"O.C. UNIT STRENGTH 2105.2.2.1.2 ASTM C140 SUBMITTAL FOR(6) BRACED RETAINING WALL = 50 PCF DAYS NOTICE TO PROPERLY SCHEDULE THE OBSERVATION VISIT. 12" #6 @ 32"O.C. (2)#5 @ 48"O.C. GROUT STRENGTH 2105.2.2.1.2 ASTM C1019 SUBMITTAL FOR EACH CANTILEVER RETAINING WALL=35 PCF 3. IF ADDITIONAL ENGINEERING TIME IS REQUIRED DUE TO INCOMPLETE OR VERIFICATION TESTING OF MATERIALS IF MODULUS OF SUBGRADE REACTION = 125 PCI UNACCEPTABLE WORK BY THE CONTRACTOR, AAI ENGINEERING SHALL BE REINFORCED BOND BEAMS SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND CERTIFICATES OF COMPLIANCE ARE NOT 1708.1 (a) REIMBURSED FOR ALL ASSOCIATED COSTS. AT THE TOP OF WALLS. PROVIDE A BOND BEAM ABOVE AND BELOW ALL OPENINGS AVAILABLE _ 915 NW Torreyview Lane (3)PRISMS PRIOR TO DESIGN LOADING CRITERIA: STRUCTURAL OBSERVATION FOR THIS PROJECT WILL OCCUR AT THE AND EXTEND THESE BARS 2'-0"PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, PRISM STRENGTH 2105.2.2.2 ASTM C1314 CONSTRUCTION AND PARTIALLY GROUTED WALLS REQUIRE A SET OF TESTS Portland, Oregon 97229 THE STRUCTURAL DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA FOLLOWING STAGES: MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF TENSION LAP SCHEDULE (3)PRISMS FOR EACH FOR BOTH THE GROUTED AND UNGROUTED CONDITIONS OF THE INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOAD OF THE • PRIOR TO PLACEMENT OF CONCRETE IN FOUNDATION AND FOOTINGS OPENINGS,WALL ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE F' = 3000 PSI TENSION LAP SPLICE LENGTHS (INCHES) ° TOP BARS2 STEEL C STRUCTURE, THE FOLLOWING LOADS WERE USED FOR DESIGN: • DURING THE INSTALLATION OF ROOF NAILING AND STRAPPING EMBEDDED A MINIMUM OF 1'-6"OR HOOKED INTO THE SUPPORTING STRUCTURE AND • DURING INSTALLATION OF SHEAR WALL SHEATHING AND HOLDOWNS BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING.,PROVIDE CORNER BARS BAR COVER(INCHES) 3/4 1 1/2 3 Shop Fabrication of Structural Elements 1704.2 X Refer to Inspection of Fabricator Requirements GRAVITY: • FOR FINAL COMPLIANCE WALK-THROUGH TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL BAR SPACING (INCHES) 2 1/2 4 > =6 2 1/2 4 > =6 2 1/2 4 > =6 1704.3 ASTM A6,568 Manufacturer's Certified Mill Test Rports.Frequency-Each type BARS AT SPLICES 48 DIAMETERS, WITH A MINIMUM LAP OF 18" U.N.O. - - - Material Verification of Structural Steel 1708.4 AISC ASD A3.1 a X of structural steel ROOF 25 PSF SNOW(PLUS SNOW DRIFT ON PLANS) #4 29 29 29 29 29 29 29 29 29 2203.1 AISC LRFD A3.1 a MISCELLANEOUS SEE PLAN FOR LOADING AND LOCATIONS CONCRETE: STRUCTURAL STEEL: - Material Verification of bolts 1704.3.3 RISC ASD A3.4 X Manufacturer's Certified Test Reports.Frequency-Each type CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE 2006 INTERNATIONAL WIDE FLANGED BEAM AND COLUMN SHAPES AND SECTIONS SHALL BE DESIGNED AND #5 36 36 36 36 36 36 36 36 36 RISC LRFD A3.3 High-Strength Bolt BUILDING CODE AND ACi 318-05. CONCRETE STRENGTHS SHALL BE VERIFIED BY FABRICATED WITH ASTM A992 OR A572, GRADE 50 MATERIAL. CHANNELS,ANGLES AND #6 43 43 43 43 43 43 43 43 43 Material verification of Anchor Bolts and 1704 3 RISC ASD A3.5 X Manufacturer's Certified Mill Test Rports.Frequency-Each type Project: LATERAL: STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: PLATES SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE. ALL PLATES THAT Threaded Rods. AISC LRFD A3.4 of structural steel ARE PART OF THE LATERAL RESISTING SYSTEM SHALL BE ASTM A572, GRADE 50 #7 69 69 69 66 63 63 66 63 63 Material verification of weld filler metals X Manufacturer's Certified Mill Test Rports.Frequency-Each type Pacific of structural steel SEISMIC CRITERIA: MAX. WATER-CEMENTITIOUS MATERIAL RATIO MATERIAL. SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM #8 - - 86 72 72 86 72 72 Copy of welding procedure specifications.Frequency-Each A500, GRADE B (Fy=46 ksi)MATERIAL. ROUND PiPE SECTIONS SHALL BE ASTM A53, Verification of proper WPS'S X SITE CLASS= D fc(PSI) NON AIR-ENTRAINED AIR-ENTRAINED USE GRADE B (Fy 35 ksi)MATERIAL. - - _ -' RISC ASD A3.6 type. Crossroads ( ) { y- ) #9 109 81 81 109 81 81 Verification of Welder qualifications X Copy of welder qualification cards.Frequency-Each Welder. OCCUPANCY CATEGORY= II - - - Complete and Partial Penetration Groove 1704.3.1 RISC LRFD A3.5 SEISMIC DESIGN CATEGORY=D 3,000 .54 .46 FOOTINGS AND GENERAL DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC welds AWS D1.1 SECTION 6 X Al{welds visually inspected per AWS D1.1.6.9.Ultrasonic,or SEISMIC IMPORTANCE FACTOR= 1.00 SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL Multi-Pass Fillet Welds - X -other approved test is required for CJP and PJP welds per Corporate -AWS.Periodic Frequency- roxma I Ss=0.95g Si =0.34g Sos =0.71g SD1 =0.39g 3,500 .50 .40 SLAB-ON-GRADE STEEL FOR BUILDINGS", WITH COMMENTARY AND THE"CODE OF STANDARD , 1, 2 Single-Pass Fillet Welds>5/16" X Approximately y Once Daily,each SEISMIC RESISTING SYSTEM: SCBF(R=6 9/2", 0=4) PRACTICE". ALL EXPOSED STEEL SHALL CONFORM TO THE AISC GUIDELINES FOR F'c = 4000 PSI TENSION LAP SPLICE LENGTHS (INCHES) - TOP BARS Single-Pass Fillet Welds<5/16" X Welder. Center RELIABILITY FACTOR= 1.00 15% HIGHER W/C RATIOS THAN SHOWN ABOVE MAY BE USED FOR NON-SLAB AESS (ARCHITECTURALLY EXPOSED STRUCTURAL STEEL). ALL STEEL SHALL HAVE BAR COVER(INCHES) 3/4 1 1/2 3 Welds visually inspected per AWS D1.3.7.1 Frequency-Each ANALYSIS METHOD= EQUIVALENT METHOD ELEMENTS PROVIDED THAT THE REQUIRED COMPRESSIVE STRENGTH iS ACHIEVED. ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS TO BE FIRE-PROOFED OR WITHIN 1200 SF decking installed,minimum Once Daily.Verify ADDITIONAL CEMENTING MATERIALS, SUCH AS FLYASH, SLAG AND SILICA FUME, MAY 3"OF BOLTS, WELDS OR HEADED STUDS. BAR SPACING (INCHES) 2 1/2 4 > =6 2 1/2 4 > =6 2 1/2 4 > =6 Roof Deck Welds AWS D1.3 SECTION 7 X perpendicular pports,sidela connections,drag strut SW Pfaff le St. 1704.3.1 to supports, p g o WIND CRITERIA: BE USED TO REPLACE UP TO 20%OF THE CEMENT CONTENT, PROVIDED THAT THE MIX #4 25 25 25 25 25 25 25 25 25 connections,and boundary elements. Tigard, Oregon STRENGTH IS SUBSTANTIATED BY TEST DATA. A WATER-REDUCING ADMIXTURE BOLTS SHALL BE HIGH STRENGTH BOLTS, A325 AND/OR A490, CONFORMING TO ASTM Welding Stair and Railing systems AWS D1.1 SECTION 6 X Welds visually inspected per AWS D1.1 6.9.Frequency-Once BASIC WIND SPEED =80 MPH (1998 OSSC) CONFORMING TO ASTM C494, USED IN ACCORDANCE WITH THE MANUFACTURERS' SPECIFICATIONS. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AND #5 31 31 31 31 31 31 31 31 31 Spilciapnspecti ns apply completed decking installations. WiND IMPORTANCE FACTOR= 1.00 RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. CONSTRUCTED WITH TWIST-OFF TYPE, ASTM F1852 (ASTM A325TC OR ASTM 490TC) Special Inspections applwd decking depth and s,gage, ( ) #6 37 37 37 37 37 37 37 37 37 minimum span layup,powder actuated fasteners,screws, EXPOSURE = B CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER BOLTS PER RCSC SPECIFICATIONS. ALL BOLTED CONNECTIONS THAT ARE PART OF 1703.4.2 o 1% Installation of Roof Decking 1704.13.3 ICC REPORT X proprietary side seam attachments and button punches. SHALL CONTAIN A 5/o + 1 /o (BY VOLUME)AIR-ENTRAINING AGENT, CONFORMING TO THE LATERAL RESISTING SYSTEM SHALL BE CONSTRUCTED WITH FULLY TENSIONED, #7 60 60 60 57 54 54 57 54 54 ( ) Frequency-Each 1200 SF decking installed,minimum Once SHOP DRAWINGS: ASTM C260. ASTM A325SC OR A490SC, BOLTS. ALL FAYING SURFACES SHALL BE PREPARED AS Daily, SHOP DRAWINGS SHALL BE SUBMITTED TO THE NE PRIOR TO FABRICATION AND REQUIRED TO MEET CLASS A OR BETTER SLIP-CRITICAL JOINT. ANCHOR BOLTS SHALL #8 - ` ` 74 62 62 74 62 62 RCSC Connections to be Visually Inspected.Frequency-Once Daily, CONSTRUCTION REGARDING FOR THE FOLLOWING ITEMS: THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA BE DESIGNED AND CONSTRUCTED WiTH F1554, GRADE 36 MATERIAL UNLESS NOTED Snug-tightHigh-Strength bolting #9 - 94 70 70 94 70 70 _ _ SPECIFICATION FOR X approximately 50°I°completed installations. AS REQUIRED,A MINIMUM OF 14 DAYS PRIOR TO PLACING CONCRETE. THIS MIX OTHERWISE. ANCHOR RODS FOR POST-INSTALLED EPDXY AND EXPANSION ANCHOR - - Pretensioned High-Strength bolting using STRUCTURAL JOINTS Sheet Title: 1704.3.3.2 Connections to be visually inspected.All bolts shall be • CONCRETE MIX DESIGN DESIGN SHALL DEFINE THE DURABILITY ASPECTS OF THE CONCRETE, TAKING INTO BOLT APPLICATIONS SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE. turn-of-the-nut with Matchmarking,Direct USINGASTMA325 OR NOTES: X inspected after snugging and pretensioning.Frequency- • CONCRETE AND MASONRY REINFORCEMENT(W/MILL TEST REPORTS) ACCOUNT ABRASION RESISTANCE, FREEZE-THAW RESISTANCE AND PERMEABILITY. BARS" „ Tension Indicator Method or Twist-Off Type A490 BOLTS ° Structural ( ) 1. "TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 OF CONCRETE Tension Control Method SECTION 9 Approximately 50/o High-Strength bolts installed each day. • STRUCTURAL STEEL(W/MiLL TEST REPORTS) UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE DESIGNED FOR MODERATE WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO CAST BELOW THE BARS. RCSC • GLULAMS EXPOSURE. CONCRETE USED IN ELEVATED SLABS SHALL HAVE A MAXIMUM THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS 2. FOR BARS OTHER THAN "TOP BARS", DIVIDE DEVELOPMENT LENGTH SPECIFIED IN SPECIFICATION FOR EACH COMBINATION I loll • PREMANUFACTURED WOOD JOISTS SHRINKAGE OF 0.040%AT 28 DAYS PER ASTM C157. CONCRETE SLUMP(AT POINT OF SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM UNLESS TABLE BY 1.3. PRE-INSTALLATION VERIFICATION OF STRUCTURAL JOINTS OF DIAMETER, • STEEL DECK PLACEMENT)SHALL NOT EXCEED 5" UNLESS CLEARLY SHOWN BY SUPPLIER THAT MIX OTHERWISE NOTED. WELDING SHALL BE PERFORMED IN ACCORDANCE WiTH A 3. INTERPOLATE FOR SPLICE LENGTHS AS NECESSARY. PRETENSIONED HIGH STRENGTH BOLTS 1704.3.3.1 USING ASTM A325 OR LENGTH,GRADE,AND • MISCELLANEOUS STEEL ITEMS INCLUDING EMBEDS WILL MEET OR EXCEED ALL PREVIOUSLY STATED CRITERIA. WELDED PROCEDURE SPECIFICATION (WPS)AS PER AWS D1.1 , D1.3 AND D1.4. ONLY 4. TENSION LAP SPLICES ARE BASED ON CLASS B. FOR CLASS A, DIVIDE BY 1.3. A490 BOLTS LOTTO BE USED IN PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED. UNLESS NOTED OTHERWISE IN DRAWINGS, ASSUME ALL SPLICES AS CLASS B. SECTION 7 THE WORK SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY FASHION TO THE NE FOR SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE 5. IF SPLICE DIMENSION IS INDICATED IN DRAWINGS, PROVIDE LARGER SPLICE LENGTH. POST INSTALLED CONCRETE ANCHORS APPROVAL, ALLOWING 14 DAYS FOR REVIEW AND COORDINATION. IF THE SHOP STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER ALL WELDS USED IN THE SEISMIC FORCE RESISTING SYSTEM SHALL BE MADE WITH A 6. LAP SPLICE TABLES ARE BASED ON AC1318-02, SECTIONS 12.2.2, 12.2.3& 12.14.2. Special Inspections apply anchor product/type,dimensions DRAWINGS REVISE THE DESIGN AS SHOWN IN THE STRUCTURAL DRAWINGS, THEN THE BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN FILLER MATERIAL WiTH A MINIMUM CVN TOUGHNESS OF 20'#AT-20°F,AS DETERMINED 7. VALUES SHOWN iN TABLE MAY BE LOWERED WITH K IF TRANSVERSE REINFORCEMENT 1703.4.2 ICC EVALUATION p p pp y p dimensions, TR Installation of Concrete Anchors X hole preparation and condition,adhesive expiration dates, REVISIONS SHALL BE DESIGNED AND STAMPED BY A LICENSED STRUCTURAL OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL COMPLETE EXISTS PER 12.2.3. 1704.13.3 REPORT installation procrocedures,embedment,tightening torque,etc. ENGINEER AND SUBMITTED TO THE NE FOR APPROVAL. NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" PENETRATION GROOVE WELDS NOT USED iN THE SEISMIC FORCE RESISTING SYSTEM CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. WHERE SHALL BE MADE WITH A FILLER MATERIAL WITH A MINIMUM CVN TOUGHNESS OF 20'# WOOD ;SHEET INDEX DEFERRED SUBMITTALS: NEW CONCRETE IS PLACED DIRECTLY AGAINST EXISTING CONCRETE, THE EXISTING AT 40°F. I Special inspections apply to the verification of detailed DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SUBMITTALS SHALL CONCRETE SURFACE SHALL BE ROUGHENED TO APPROXIMATELY AT 1/4"AMPLITUDE ?S1. 0 I Structural information I Fabrication of Prefabricated Structural 1704.2 x fabrication and quality control procedures,including a review INCLUDE SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF AND RECEIVE AN EPDXY BONDING AGENT(PER THE MANUFACTURER'S STEEL DECK: i 52.1 1 Building B Structural Plans i Elements for completeness and adequacy relative to code requirements. i..,_ . .M 1704.6 q y q ITEMS, AND THEY SHALL BE STAMPED BY A LICENSED STRUCTURAL ENGINEER AND RECOMMENDATIONS)PRIOR TO CASTING OF THE NEW CONCRETE. STEEL ROOF DECK SHALL BE 1-1/2"TYPE B. STEEL DECK SHALL CONFORM TO ASTM 1S4.1 I Foundation Details i Frequency-Once per each Fabricator prior to start of work. SUBMITTED TO THE A/E FOR APPROVAL. SUBMITTALS SHALL BE MADE TO THE NE FOR A446, GRADE A. THE GALVANIZED COATING SHALL CONFORM TO ASTM A525 FOR G60, 5.1 l -_ S5.1 =Structural Details Special inspections apply to verification of APA panel rating, APPROVAL A MINIMUM OF 14 DAYS PRIOR TO FABRICATION. DESIGN-BUILD ITEMS CONCRETE REINFORCING STEEL: AND G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. PROVIDE A 2"DECK LAP f. -_w_.... . Material Verification of Structural Panels X S5.2 Structural Details grade and thickness.Frequency-Each Type. SHALL BE DESIGNED FOR ALL CODE-DEFINED LOADS PLUS INDUSTRY STANDARD REINFORCING STEEL SHALL CONFORM TO ASTM A615, INCLUDING S1, GRADE 60, FOR AT ALL SIDE AND END JOINTS. k °�M °' Special inspections apply to verification of grade/thickness of LOADS, INCLUDING GRAVITY, WIND AND SEISMIC LOADS. CALCULATIONS SHALL DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC(WWF), UNLESS Verification of Horizontal Diaphragms and 1704.6.1 X sheathing,fastener type/dimensions,no.of fastener lines, INCLUDE REVIEW OF LOCAL STRESSES ON STRUCTURAL ELEMENTS DUE TO THE OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED Shearwalls with Edge Nailing <4" 1707.3 spacing and edge distances.Frequency- 9 Revisions: SELECTED CONNECTION METHOD. ADDITIONALLY, CALCULATIONS AND DRAWINGS A706. MILL CERTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF CONDITIONS, AND MINIMUM PROPERTIES AS FOLLOWS: Verification of Framing Size at Horizontal SHALL CLEARLY INDICATE THE LOADS IMPOSED UPON THE STRUCTURAL SUPPORT THE REINFORCING. HOOKS TO BE STANDARD ACI LENGTHS. REFER TO THE Diaphragms and Shearwalls with Edge X FRAMING. DEFERRED SUBMITTALS ITEMS INCLUDE THE FOLLOWING: DRAWINGS FOR REBAR SPLICE LENGTH SCHEDULE. REINFORCING STEEL SHALL BE i (IN4/FT) S (1N3/FT) Nailing <4" • GLAZING SYSTEM SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE OR REBAR POSiTIONERS. Connections for Diaphragm Chords, • BRICK PANELS REBAR SHALL NOT BE BENT TO DISPLACED IN ANY MANNER WITHOUT APPROVAL BY ROOF DECK: 1-1/2"-18 GAGE 0.302 0.322 Collectors,Bracing,Shearwall Anchorage X • STEEL STAIRS AND LADDERS and Holdowns. 1707.3 Connections shall be visually inspected. THE A/E. Field Gluing of Diaphragm and Shearwall • WOOD JOISTS ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND AT SIDE LAPS AS REQUIRED BY Elements X • SKYLIGHTS BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE THE DECK MANUFACTURER TO RESIST 400PLF UNLESS NOTED OTHERWISE IN THE 1703.4 ICC EVALUATION Special Inspection applies to Holdown Anchor dimensions, • BRICK VENEER TIES BLOCKS OR APPROVED METAL CHAIRS,AS SPECIFIED BY THE CRSI MANUAL OF DRAWINGS. Prefabricated Wood Shearwalls 1704.13.3 REPORT X placement,embedment length,spacing and edge distance. • RAILING SYSTEMS (HANDRAILS/GUARDRAILS) STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN • MECH./ELECT./SPRiNK./PLUMB. HANGERS ACCORDANCE WiTH THE"ACi MANUAL OF STANDARD PRACTICE FOR DETAILING SAWN LUMBER: (a)Periodic Inspection Frequency as determined by the Design Professional,Unless Noted Otherwise. REINFORCED CONCRETE STRUCTURES,"ACi 315. SHOP DRAWINGS SHALL INCLUDE SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, 2001 (b) Continuous or Periodic selection to be made by the design professional based on building category and design methodology. INSPECTION AND TESTING ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN REINFORCING BARS AS REQUIRED BY THE LAP SPLICE SCHEDULE IN THE DRAWINGS. BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. LUMBER Special InspectioNTesting Program Footnotes: ACCORDANCE WITH THE 2006 IBC SECTION 109 AND 1701. THE CONTRACTOR SHALL EXCEPT AS NOTED. PROVIDE CORNER BARS (MATCHING SIZE AND SPACING) FOR ALL SHALL BE THE SPECIES AND GRADE NOTED BELOW(UNLESS NOTED OTHERWISE IN 1.The special Inspector shall be a qualified person who shall demonstrate competence to the satisfaction of the Building Official for the inspection of the particular COORDINATE THE REQUIRED INSPECTIONS WITH THE LOCAL JURISDICTION. HORIZONTAL BARS IN FOOTINGS. THE DRAWINGS): type of construction or operation stipulated. 2. If necessary,the contractor shall arrange a pre-construction meeting with the Architect. Engineer, Building Official, and Testing Agency to review the special AAI ENGINEERING., 2007, ALL RIGHTS REFER TO THE ATTACHED TABLES AND THE STATEMENT OF SPECIAL INSPECTION MINIMUM CONCRETE COVER FOR REINFORCING STEEL(U.N.O. ON THE PLANS): Fb(PSI) inspection requirements. RESERVED() SECTIONS FOR ADDITIONAL REQUIREMENTS. USE GRADE (BASE VALUE) 3. Duties of the Special Inspector include, but are not limited to: THESE DRAWINGS ARE THE PROPERTY OF A. CAST AGAINST EARTH 3"CLEAR A. Acknowledge and conform to the Special Inspection requirements of... AM ENGINEERING, AND ARE NOT TO BE WALLS STUDS USED OR REPRODUCED iN ANY MANNER, B. The Special Inspector shall observe the work for conformance with the approved permit plans and specifications. All Discrepancies Shall be brought to the EXCEPT WITH THE PRiOR WRITTEN B. CAST AGAINST FORMS AND EXPOSED TO WEATHER 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 1 1000 immediate attention of the Contractor for correction, then, if uncorrected,to the attention of the Architect, the Engineer and the Building Official. PERMISSION OF AM ENGINEERING -NO. 6 AND LARGER 2"CLEAR C. The Special Inspector shall furnish Inspection Reports for each inspection to the Contractor, the Architect, the Engineer and the Building Official as a -NO. 5 AND SMALLER 1-1/2"CLEAR JOISTS, PLANKING, AND BLOCKING minimum.The reports shall be distributed in a timely manner. Date: 13 December 2007 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 2 875 D. Inspection for prefabricated components shall be the same as if the material was installed on site. Continuous inspection shall not be required during the Drawn by: Checked by: C. NOT EXPOSED TO EARTH OR WEATHER prefabrication if the approved agency certifies the construction and furnishes evidence of compliance. -SLAB, WALLS,AND JOISTS 3/4"CLEAR WALL PLATES&NAILERS E. The Special inspector shall submit a Final Report stating whether the work requiring inspection was inspected and whether the work was completed in EMO/CLC SY 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 2 875 conformance with the approved plans and specifications and in conformance with any applicable workmanship provisions of the applicable code. REINFORCING STEEL PLACING TOLERANCE: 4. Special Inspection and Testing requirements apply equally to all bidder designed components. AAI Job Number: A07202 N. -PLUS OR MINUS 1/4" (TYPICAL) BEAMS/STRINGERS DOUGLAS FIR-LARCH NO. 1 1350 N -PLUS OR MINUS 1/2" FOR TOP BARS IN MEMBERS MORE THAN 8" IN DEPTH Sheet N POSTS DOUGLAS FIR-LARCH NO. 1 AND BTR 1200 L Qx 1 E Building B Permit Set - December 2007 S1 .O _ PLAN NOTES: FOUNDATION a INDICATES 4' THICK CONCRETE SLAB-ON-GRADE WITH #4 AT 24" D.C. EACH WAY PLACED AT SLAB MID-DEPTH. SEE SPECIFICATIONS FOR VAPOR BARRIER, SUBGRADE AND UNDERSLAB REQUIREMENTS. MILDREN DESIGN GROUP, P.C. - 0 INDICATES CONTROL JOINT / CONSTRUCTION JOINT. REFERENCES ARCHITECTURE ■ SPACE PLANNING DETAILS 1/S4J, 2/54.1 AND 3/S4/1. SUBSTITUTE CONSTRUCTION JOINTS 7650 S.W. Beveland, Suite 120 1 Elill::: AS REQUIRED AT JOINT LOCATIONS PER PLAN, SUBJECT TO • APPROVAL BY THE ENGINEER. Tigard, Oregon 97223-8692 / 99'-0 1/4" / Voice: 503-244-0552 0 INDICATES COLUMN BLOCK OUT. REFERENCE DETAIL 4/S5.1. AT EACH Fax: 503-244-0417 / 24'-10 1/S" , 24'-S" , 24'-8" , 24'-10 1/S" , CORNER OF COLUMN BLOCKOUTS THAT ARE NOT INTERSECTED BY ��-� ��/ CONTROL JOINTS, PROVIDE (2) #4 x 4'-0" LONG REINFORCING BARS I Q A V ,\4/ V A Q O AT 45 DEGREE ANGLE TO SLAB EDGE, CENTERED ON cos.RNER A ® 4. FX 4 WX REFER TO FOOTING TYPES, SEE SCHEDULE BELOW. FOOTING TO BE CENTERED UNDER COLUMNS OR WALLS, OR AS F4.5 54.1 54.1 TYP. ` 54.1 /1YP. ,F4.5 SHOWN IN THE PLAN AND DETAILS. TOP OF FOOTING ELEVATION TO ! . �...».,.,_....-...,.....,.,,.»,,..,.«.....:........Mw....,,..„.,..,....-„ :"rt"�'�"''''e a . } �rf- .� t;r .,�: cs,_�c�••. ,^ter•• . wvy,., k«.,,, ....,.. .. ,.,.......,...-.,. .....,.,,.,..,.». ,.....,...,,.,.._.... _. .........,».,.,.....,. - - O B G FOOTINGS _ D ALL G5 .. •.. .................................................,M.,..-..,......,•.,.n._..,/!c.,.,..,._...-.-...w..._...__......._...r,.....,.m..,.........,..,,....,...,.y:.,`....._,,,_'. ._...___...,...a:.._..,,....:...,.M.,,..,..:.......w......„...w......,..,m.. ^...--r... ..••.•,...._.......I._.. ._.,,..'+1 is � i " 1 : f � . ._.. ._... ...,__.......__..._... ..._. ..»_...._...._w_....,_ __ .. .....M.».w__._..._.w_...__...__... 0 SOIL COVER AT EXTERIOR GRA , Y C ' 4 afghan associates,Inc. - �t0 \t0 Ito �t0 -r 11- 3 I ;' 5. T.O.F. INDICATES DEPTH TO TOP OF FOOTING BELOW FINISHED\ 3 1 +`� �`� 1 1 1 1111 +'� +� 1 =£ 4 " r EL. -1'-0" FLOOR (EL = 0'-00"). E N G I N E E R I N G 2 ±<0 "�-- <0 <0 £i f --T---� 4875 SW Griffith Drive(Suite 300 J Beaverton.OR 197005 1 CO� j; j CO� 2 - ` £ 6. 4:- I _. ` INDICATES FOOTING STEP. REFERENCE DETAIL 15/54.1 503.620.3030 tel.1503.620.5539 fax 1 www.aaieng.com Project Nn.A06223.11 co ,4 FTGx STEP it l f -!Q 1. NOT USED ,Y ,:11 2 NI '.li# \j1{ N , I . S. NOT USED $,�a U C T U R,.t C t ��40 17) f)?��'`0 11 C 9. REFERENCE GEOTECWNICAL REPORT FOR FOUNDATION AND 't�C► N PROP,'�' + + �" 54.1 SLAB-ON-GRADE SUPPORT REQUIREMENTS, INCLUDING EXCAVATION, G F F D /9+ T.O.F. <0+ �+ �, FILL AND FILL PLACEMENT REQUIREMENTS I:lik . HOEDOWN E fir. J°II EL. +0'-8" Gj � _;? EACH END " I , ' ` 2 ii l: sm. F TO CIVIL DRAWINGS AN P �` ' ' o i,€ ,; 10. REFER L DRA G D ARCHITECTURAL SITE DRAWINGS FOR .# E ON III I I ! :_'. ALL. FINAL GRADES. COORDINATE EXTERIOR RETAINING WALL p-,- f:° L: :i] i A ,, SECTION WITH RETAINED GRAE HEIG-ITS, REF. DETAILS 9/x4.1 AND 14/ 4.1 1 L- -I \ L -I 'M A. If 2 F4 F4 F4 2 3 11. CONTRACTOR TO VERIFY AL DIMENSIONS WITH ARCHITECTURAL i 4 \ # ' 54.1 1 DRAWINGS. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES EXPIRES: 6/30/08 TYP. ; `r PRIOR TO FABRICATION. � # G 11 . . # 54.1 ' s`} ;i 54.1 .I.,rP 12. REFERENCE ARCHITECTURAL DRAWINGS FOR DRAINS, SLOPES OR a : ; oTl-DER FLOG DEPRESSIONS NOT 51-4OU N. �`HOEDOWN {; ;, EACH END 41) it f SIM. 2 2 i 13. VERIFY ALL WINDOW AND DOOR DIMENSIONS WITH ARCHITECTURAL ti j fi [111 AT SI-FADED AREA: I t DRAWINGS. cv A 3'-0" WIDE x 1'-6" DEEP '� A tY1t 54.1 d=1i CONT. FTG W/ (41 °5 CONT. 11 I II 11 BOTTOM REINFORCING 2 J1 1 TYP. 1 = 2 I,t PLAN NOTES: CENTERED ON STUD WALL. i ROOF FRAMING Mak I 3 I� , .. .:. . . ._r ....._._.m. .....) il .i3 i c 54 r ' -- ..,7777 ,.... -1 .._.., 341 C 1 TYP. DEAD LOAD - 15 PSF C M. M - M -ac SNOW DA D 2 5 P 5F PL US DR IFTING (5 EE NOT E 15.)��.���� r» � �� ��, �»� .w -� . m : _ NET WIND UPLIFT = 1 PSF pm ii� S \,.,.-....•• �`� � ( '( 6 i; "Ss .,^v,,.,,,' ..f 4ry =_ >- 0 I/2" TI-SICK APA-RATED, EXPOSURE 1, PLYWOOD ROOF SHEATHING (NOMINAL g----D + 54.1 wH.." . �� 54.1 54.1 54.1 s + { +`� ',. :.w._ . .._...... _ . . .,..x"u_,. :_ TYP. 4x6 PANELS WITH SPAN RATING 32/16) ATTACI-IED WITI-I Sd NAILS AT TYP. TYP. +� .._..µ:...:rc. 2'-0" 6' ON CENTER AT ALL PANEL EDGES, SUPPORTS AND 'BLOCKING. �� +� �� TYP. STAGGER PANEL LAYOUT AS SHOWN O SIMPSON ST6224 STRAP CENTERED OVER SEAM AT 6TI-I JOIST FROM END (REPLACES TYPICAL JOIST STRAP) Owner: 5 / . d O 16' TJI H90 JOISTS AT 24' ON CENTER WITI-I WEB STIFFENERS AND Cedar Hills FOUNDATION PLAN SIMPSON MIT 316 HANGERS EAGI-I END. S .1 SCALE: 1/8" = 1'-0" SIMPSON CMSTC16x9'-4' STRAP CENTERED ON WALL SECTION Development • ACROSS NAILER AT HEADERS, INSTALL WITI- 16d NAILS AT 1 1/2 r ON NOR T14 CENTER O SIMPSON CMST14x1'-6' STRAP CENTERED ON WALL OPENING CORNER ACROSS NAILER AT HEADERS, INSTALL WITH 10d NAILS AT 1 3/4' ON CENTER 915 NW Torreyview Lane 0 SIMPSON CMSTC16x10'-6" STRAP CENTERED ON WALL SECTION M Portland, Oregon 97229 ACROSS NAILER AT HEADERS, INSTALL WITH 16d NAILS AT 1 1/2 ON CENTER 0 SIMPSON CMST14x9'-0' STRAP VERTICALLY, CENTERED ON HEADER 1 AT WALL OPENING CORNER, INSTALL WITH 10d NAILS AT 1 3/4' ON CENTER 0 0 0 411 (-4-) SIMPSON CMST14x13'-0' STRAP CENTERED ON WALL OPENING CORNER ACROSS NAILER AT HEADERS, INSTALL WITH 10d NAILS AT 1 3/4' ON CENTER Project: 99'-0 1/4' ! 0 SIMPSON CMST12 STRAP FULL LENGTH OF WALL SECTION ACROSS Pacific 24'-10 1/S" 24'-S' 24'-8' 24'-10 1/S' 1 NAILER AT HEADERS, INSTALL WITH 10d NAILS AT 1 3/4" ON CENTER O SIMPSON CMST14x9'-0" STRAP VERTICALLY, CENTERED ON HEADER Crossroads I I I I I AT WALL OPENING CORNER EACH FACE, INSTALL WITH 10d NAILS AT 1 3/4" ON CENTER Corporate ,, N 13 14 T.O. SHTHG ■ ) ) ► SIMPSON CMST12x10'-0' STRAP CENTERED ON WALL OPENING 0 55. P cp'. Q _ T.O. SHTHG CORNER ACROSS OUTSIDE FACE OF TOP PLATE AND GLU-LAM BEAM.EL. +15'-1 1/2" i .� r In i i ,► TYP. wN..w.w w »_._,...._ ..._,.,w.. __..,.._..._.._.. �. -•:-..4,;,�r:::.....�._._ ._�'w.-.,�._...,._...w._.�.,.,_. .._. ��_.,»,,. ...w�-.w._»...�. .r^ ._._,.v..,.. ..__. ....._._._».__.,.:�...,. ..,.» _o .. , EL. +15-i 1/2 Center { -,...,.,_.,......._.,„,....,,.M...................r,..._........-..........,-,,..,...."......,..,�...._...»W..,......,.���_.......,..._.....»...,.......,,......,.........-,..w.,...kw..,. may. ...... ...._ Y��.� �.� 0 �� �. � _ 'i�'' � ~� , � � r SW Pfaffle St. `('�, •� , SIMPSON CMSTC16x5 -4 STRAP CENTERED ON WALL OPENING -' x.14 _k ,1 _ _ _ ` .� CORNER ACROSS OUTSIDE FACE OF TOP PLATE AND GLU-LAM BEAM, Tigard, Oregon , 0 ,,,: "-` �4 - ® 7'�_ - �-' p• INSTALL WITH 16d NAILS AT 1 I/2" ON CENTER 0 ,� i - - _ - L - �`'� // 14. GL5 1/8x24 (C=3/4") GLULAM BEAM Alma.■ I L65 Jo's, r '' I X45 psf `-MINIMUM CAMBER. TYP.��ii�' I: I 2`� CJ STANDARD FACTORY CAMBER SUPPLIED MAY EXCEED THIS VALUE. 45 ps fill I I Sim. ,1 Mika.- I 15. X F8F INDICATED ON PLAN, ADDITIONAL SNOWDRIFT LOADING ..._.. _ _... ._.. - Sheet Title: 0 ,i i _ _ _ X'-X' TO BE ADDED TO BASIC ROOF SNOW LOAD. , , 1 _ ___ I 1.1 BuildingB------ i - - - - T.O. SHTHG - - - - - 1 1 --~t T.O. SHTHG /EL +14'-7'1/2' T, SHTHG EL. +14.-7 I 2" EL +14'�7 1/2" 8 Structural ,� _ ; GL5 1.6 x2 (C=1/2') GL5 1/8x24 (C=1/2') GL5 1/8x24 (C=1/2") COLS 1/8 24 ( =1/2") - 1:4- ` / Plans i .�3\ I `� --- - - -- T-- - ( `1' 1193! - - - - -- li 10 , .;s. ._._. _._,. ..._ TYP. - _ _ _ ..1! +� \ / Ad 143, d TYP. I TYP. TYP. �.._. __ - -i - - - - =1 I 0 a oi I - I O!' AI TYP. =v I TJI j #IO!ST I _ _ - - - I --- s 412,4° O - I - _ _ _ £-I a i i i Allgli 2- - -.- -- - - - ..-. -- - - - �-- -.� 1 FOOTING SCWEDULE SEAR WALL SC�WDULE AL � i sit,;`.Wr i i - - , - - a m .�. _._. .� - - ,.� TYPE LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE SILL PLATE 0 i ,� (�-r -",-' T`-T-- T'-i - �S? L W D REINFORCING REINFORCING REMARKS MARK SHEATH Ii�G PANEL EDGE NAILING �' ( I GL5 1/8x16 1/ (C=1/4") i _ _ _ GL5 1/8x16 1/2 (C=1/4' SIZE NA LING ANCHORAGE Revisions: ,, F4 0 4 -0 4 0' 1' 0' (6) *4 BOTTOM (6) 4 BOTTOM 9 { r { el - rrrrrrrr - a --- - ___ 1/ Jr,•', .- - - :,y'-.f :. F4.5 4 -6 4 -6 i -4 (5) 5 BOTTOM (5) 5 BOTTOM A D 10d NAILS AT 6' O.C. 3x 16d NAILS AT 6" O.C. 5/S"4'x6" EMBED e 24" O.C.0 T.O. SHTHG ri 2" PLYWOOD 0 (; 0 T.O. SHTHG T.O. SHTHG ONE FACE EL. +14'-1 1/2" I t I I, 11.,,,,,/ II # �� / /0 EL. +14'-1 1/2" EL. +14'-1 1/2' FOOTING SCHEDULE NOTES: T.O. SHTHG .....__ _ w_w.-_w_w._,..._» `; T.O. SHTHG ., T.O. SHTHG >vN w_.u.w_-� I. FOOTING ARE CENTERED ON COLUMN EACH WAY UN.O. B 1/2" PLYWOOD TYP. TYP. '�� _ 2. FOUNDATIONS FOR SHEAR WALLS ARE CENTERED ON WALLS EACH WAY,UN.O. ONE FACE 10d NAILS AT 4' O.G. 3x 16d NAILS AT 4" O.G. �✓/8"�x6' EMBED 16' O.C. EL. +14'-1" EL. +14'-1 1/2" EL. +14'-1" TYP. TYP. ak HOLDOWN SCHEDULE x C 1/2"ONE F,WACCED 10d NAILS AT 3" D.C. 3x 16d NAILS AT 3' D.G. 5/8' x6' EMBED a 12' D.G. Wel TYP. MARK HOEDOWN BOUNDARY MEMBER ANGHORAGE r D 112 PLYWOOD 10d NAILS AT 6' D.C. 3x 16d NAILS AT 4 r O.C. 5/8'0x6" EMBED 0 12" O.C. 1 PHD2-SDS3 6x6 DF NO. 1 SIMPSON SSTE324L BOTH FACES EA. FACE (STAGGER) dIFNA101 ROOF FRAMING FLAN 2 PHD5-SDS3 6x6 DF NO. 1 SIMPSON S S T B 2 4 L 1/2" PLYWOOD 16d N A I L S AT 3" O.C. r E BOTH FACES 10d NAILS AT 4 O.C. 3x EA. FACE (STAGGER) 5/8"47x6" EMBED e S D.C. MP SCALE: 1/6" = 1'-0" 3 HDQS-SDS3 6x6 DF NO. 1 SIMPSON SST528L F 1/2" PLYWOOD 10d NAILS AT 3 O.C. 3x 16d NAILS AT 4" O.C. 5/8 4,x6 EMBED e 8 O.C.NORTH HOEDOWN SCHEDULE NOTES: BOTH FACES " EA. FACE (STAGGER) r ° AA! ENGINEERING., 2007, ALL RIGHTS 1. SEE DETAILS FOR ADDITIONAL INFORMATION. RESERVED© 2. EDGE NAIL SHEATHING TO END STUD PER SHEAR WALL SCHEDULE. SHEAR WALL SCHEDULE NOTES: THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING, AND ARE NOT TO BE 1) ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON OPPOSING FACES PERMISSION OF AA! ENGINEERING TO PROVIDE EDGE NAILING ON DIFFERENT STUDS, OR 3x FRAMING MAYBE USED WITH STAGGERED EDGE NAILING. 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING AT DIAPHRAGM SHEATHING HEIGHT, U.ON. Date: 13 December 2007 AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 12' O.C. Drawn by: Checked by: 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. 6) NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEATHING. EMO/CLC SY 1) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH SILL PLATE NAILING PER SCHEDULE. 0 5.) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE TREATED. AA1 Job Number: A07202 N 9) SILL PLATE ANCHORS SHALL BE A301 J-BOLTS. PROVIDE 5/8',x12' EMBED A30-I J.-BOLTS AT SPACING INDICATED N FOR EACH MARK WHEN DETAIL 9/54.1 IS REQUIRED. Sheet Ca E Building B Permit Set - December 2007 _ S2. 1 i a 1 4" 11/2" COLUMN BASE 1E ANCHORS 1"11T-- 1-4565x5x3/16 fiE 3/Sx11x01-11" (4) 5/8 11cx8" EMBED 3/4" I MILDREN DESIGN GROUP, P.C. � 0 0 ARCHITECTURE - SPACE PLANNING � \ \ C 1/4 7650 S.W. Beveland, Suite 120 re Tigard, O on 97223-8692 . /(// / ..-- SAWCUT CONTROL JOINT (-4 \ Voice: 503-244-0552 g g 1/4 SLAB DEPTH 1/8" RADIUS (TOOLED EDGE) m 1/8" RADIUS (TOOLED EDGES 4-155 COLUMN PER PLAN Fax: 503-244-0417_...A......_ WHERE REIN. OCCURS 1"± NON-SHRINK GROUT " DISCONTINUE AT JOINT 2 1/2x314 KEY t_t_t2" �� 1.U1-IERE REIN. OCCURS 2" /COVER/4" SMOOT+� DOUIEL x 1'-4" COLUMN POCKET 1/8 2 T 2 -O O.C. GREASE AND 50G THICKENED CONCRETE SLAB - SEE DISCONTINUE AT JOINT z RAP ONE END OR PLASTIC AT (LOCKOUTS SLAB/FOUNDATION PLAN ut 1I.t <C ONE END CO Jr ' / ` S 1 :i„. i- X ..w.'µ+••.� '. € ' . �.y.. :•!, . J` .. /' z . �' 1 Ilk , s V AAIafghanassociatesiuc w < { • � \ +�o z .^''ri" ✓1 'r i-,-;,,,,,-;,7,) (�;4`z,f : �_ " r3 ,i `1 L„,'"-€}\£ ,.,1 \� . , ft dPte i ✓0 2 r€\`�k£3vfs ' 1\ ' (..,C,\\,,,,).� � 3 „ ^\ <;; ,., �sz ... ,._:...r )c..r�,' ? 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SPEC IF(CATIONS TYP. �Q�tiO pR®,Fs FOR BEARING SUB A30� J-SOUS UN.O. `�� �G ' nt OF�/ GRADE PREPARATION CONC, FTG PER PLAN AND '..-a, ° ' 'WE SCHEDULE falr.01, %, ,1, .. CONTROL. JOINT 2 TYPICAL. CONSTRUCTION JOINT 3 CONSTRUCTION JOINT (ALTERNATE) 4 1--I55 COLUMN AT FOOTING 5 NOT USED s 414q5,20°Irk 20240101 CLC SCALE: 1" = 1'-�" 20240102 CLC SCALE: 1" = 1'-O" 20240103 CLC SCALE: i" - 1'-O" 20240104 CLC L= 0003 SCALE: 3/4" i'-�" 20240105 CLC SCALE: 1" - 1'-�" v 54� 54.1 54.1 - 54.1 54.1 - •ytH A.4° 2x6 WOOD STUDS EXPIRES: 6/30/08 -REF. PLAN AND SCHEDULE BRICK VENEER GRID GRID PER ARCH I , SILL PLATE PER SCHEDULE ON -I - - - (3) 2x6 CONT. AT SILL CRICK LEDGE ' SKEET 52.1 EXCEPT ANCHORS I HAVE 12" EMBED ...._1\ I I • NAIL TOGET1-1ER U/ (2) ROWS X 3 1/2° BRICK VENEER _ �� 11 WOOD STUD WALL FRAMING I I OF 1Qd NAILS a6 24° O.C. TOP i 0 I I / it lJ I P.T. 2x6 W/ 3/8"4x3" EMBED PER ARCH II -REF PLAN AND 5C1-IEDULE ( 1 AND BOTTOM (STAGGER) 1, • ATTACH TO JAMB POWER WEDGE BOLTS 24 O.G. 11 �_„ E fa I 1 (COUNTERSINK COLT HEADS) 11 ' STUDS/POSTS W/ 5IMP5ON A34 � '= ABOVE AND BELOW SILL, - - `�` N b ��,;►� i ,1 3/4" ! EAG1-I END. E = p \ j *4 PERT. CARS 18° O.G.• .(2) *4 CONT. I ARCHITECTURAL FIN 15H \ ,, E A. FACE 12 I STOREFRONT SYSTEM v !I•? X II I 2x6 WOOD STUDS 24" O.C. GRADE #.,,,s '� II *4 HORIZ. BARS 6 12" O.C. ` ,, SLAB-ON-GRADE *4 24" O.C. TO MATC1-1 ` 1 I ii •� PER PLAN BELOW SILL 24 *4 CONT. / N II►. AND LAP W/ SLAB I I s \ 0`4 ,I ': REINFORCING. $r� _ /4 ' > LEAVE SLAB INTENTIONALLY 3" SILL PLATE PER SCHEDULE PER PLAN BADE 2' 0 1" ROUGHENED BELOW WALL CLR ,. , ON SHEET 52.1 Z o- \y\, '` :r`: '»/ . , (2 J *4 CONT. I CLR 3 CER _ ` SLAB-ON GRADE f � ,i �• /7SLA -ON-GRADE PER PLAN PROV4 CONER N WATER STOP AT WALL 1 .\ f,� o �► BARS AT RETURN 4 11111. ,: - Owner:1 . 2 c , • N *4 'a 24" O.0 MATCH AND - iI_.. 18 CedarHills la F " • LAP TYPICAL SLAB REINF_ s , •, < (2) *4 a 24 O.0 MATC1-4 �` � w \ �----- " ! ...-..___ w.,......... 4 AND LAP TYPICAL SLAG j."-- z Development \ \ %�r ;' � > /\i° (3) *4 CONT. s _ ; 3" RE(NF. Q ,% , ,< CONC. FTG BEYOND ` ° FILL VOID BEHIND BRICK .\�, I 3 �, X BELOW GRADE W/ 9° 15" NOTE: AT WALL RETURN 1 I J 4# J,....._.,,.. ._._ NOTE: NON-SI-IRINK GROUT REFERENCE DETAIL 6/54.1 FOR ° " ° " LOWER CONC. WALL AND CRICK LEDGE ADDITIONAL INFORMATION NOT " 1 -O 4 8 S1-'440WN 1 -O / / 4' / ,( TOGETHER FOR EACI-4 (2) BRICK 915 NW Torreyview Lane - COURSE DEPTH C1-4ANGE IN GRADE Portland, Oregon 97229 6 STUD WALL AT FOOTING - STUD WALL. AT FOOTING 8 TURNED DOWN SLAB EDGE AT STORE FRONT g WALL FRAMING AT FOOTING NOT USED 54.1 20240I0 . CLC € 01f� SCALE: 1" = 1'-0" 54.1 2024010-1 CLG SCALE: 3/4" = 1'-0" 54.1 20240108 GLG SCALE: 1" = 1'-0" 54.1 20240109 EMO SCALE: 3/4" = 1'-0" (19)-- 20240110 CLC SCALE: 3/4" = 1'-0" GRID PER PLAN \V IV SW PLYWOOD S1-ITI-IG 3°` 1/2° �1 1/2" ' Project:-:-.1 5/Sx11xQ'-11" W/ E , 1/4/ (4) 5/8x8 EMBED Pac 1f is TOP PLATE WI (3J ROWS OF EDGE A3Q>-1 J-BOLT NAILING AT EA. PLATE AND SPLICE PANEL EDGE I - PER DETAIL 12/S5.1 NAILING Ii LYWOQ 51-1 ATI-4ING W/ (I � ;� 1-ISG5x5 COLUMN - �OSSrOC�dS P D E �:24k 6 WOOD STUDS NAILNG REQUIREMENTS I'�+,'' - 1/2° PLYWOOD S�EAT!-41NG W/ NAILING PER S-fEAR WALL ' I. 1/4/ \ t O.C. ABOVE QU! M NTS SH A WA =1 - N COr Ora l RE RE E PER E LE SC4-1EDULE SIMPSON 1�oLDOWN W/ ._HEADER i':�: SCHEDULE. (4-40RIZONTAL LAYOUT II ANG1-4O PER PLAN -- A5 SHOWN) !� AND WALL SCHEDULE PANEL EDGE Tx6 NAILER W/ 5/8"� SECTION A-A II THREADED STUDS 24" O.G. Center II NAILING (COUNTERSINK ON OPENING -• BOUNDARY MEMBER PER II II I I II I i 1 I /� I I l_-°° P.T. 3x(o SILL PLATE W/ SW Pfaffle St. I ! 11 I 1 11 1 1 ! HOEDOWN SCI-IEDULE W/ SIDE ONLY) ° ANCHORS PER SHEAR SECTION B-B it 1 i i 1 I1 1 I I EDGE NAILING PER Ii a e Tigard, Oregon i 1 III I I SHEAR WALL SCI-1EDULE. II -° WALL SCHEDULE it II 1 I ! I it II °o 111 II It -- _ - i i �I I I iii I I ,, SLAB-ON-GRADE HSS COLUMN PER PLAN -I r 1 r ---I-r---I-1 •I r -1 r- --I r-7 r i t 1 r II PER PLAN H `` H i I I H H i I I ! i H H ` ` H !� ■ B B SLAB-ON-GRADE W/ H H H it I H 11 H 1 III H H H MP' ! I I I I I I I I I I I I I I I I I I 11 1 1 I I THICKENED EDGE I I 11 I I I I I I 1 I I I I I I I i I I I I I I 11 11 I I 11 1 1 I 1 I i I I 11 I h 1 COAT COLUMN SECTION AND IL LI J __LI__LL LI____I.L 1!L L_ LI _1L I _ 1' q • BASE PLATE BELOW GRADE . r-€ -r --n--r7 m --n-- 7r-� �= r r-r --ter-- 1 WITH ASPHALTIC PAINT H H H I i ! 1 A , ,�, h Sheet Title: H I I I !11 1 • < ,4 1 I I I ! I 11 4x (EKG ► T , I 1'± NON-SHRINK GROUT ,, Foundation I _ CONCRETE FOOTING . ' 1 I r II' ! ' , AT STRAP ' H I H` ` REF. DETAIL 6/54.1. ` II� 41 H I 111 11 fr �� �+.', �CONGRETE FDOT(NG. 1 1! Details i i _ 1 1 I I I I cl` i REF DETAIL 6/54.1. 1 � !I PiFrIj ii I 1 1 , I ___ 11 1 i1 II I "1 1 i 11 1 1 1 i F :i__`1- I 1 iI \ ,\-\, / ,/ `,�,,�` .! 12 T FOOTING 13 H55 POST AT FOOTING GEE 'I-'�'N 5(MPSON TAP AT HEAER. 54.1 20240112 EMO Lona SCALE: 1" = ii-m" 541 20240113 EMO SCALE: 3/4" = 1'-0" REF. PLANS AND DETAILS H55 HEADER REF. I i 3 1/2° DETAIL -/55.1 '--4 -I I-_--_ GLU-LAM HEADER. I' SIMPSQN HOEDOWN PER PLAN REF. DETAIL 6/55.1 1 T I I _ II 4 SCHEDULE. FOR STEM I I 1 WALL HEIGHTS BETWEEN: 2x6 WOOD STUDS 16" O.C. 1 HOEDOWN BOUNDARY MEMBER 11, " " AT FULL HEIGHT SECTION ! W/ EDGE NAILING (STAGGER ,R •1 -5 AND 21-2" PROVIDE 11I OF WALL IIA SIMPSON 55T824L ANCHOR I I i I l'il FOR 3" O.C. NAILING) •0'-9" AND 11-5° PROVIDE Revisions: H555x5 POST i i 3x CEOCKING 4'-O" Q.C. AT 5(MPSON SST516L ANCHOR. ,; I I N EXTEND (2) *4 FOOTING EXTEND FOOTING RE1NF. THICKENED SLAB i ` PANEL EDGES. F(N15H GRADE a : •sa'-Q,�" AND 0'-9" PROVIDE II -REF. CIVIL III` ' S(MPSQN 55T824L ANCHOR. CARS 24" INTO ADJACENT BARS 24" PAST FOOTING EDGE 1 ��: I� I THICKENED SLAB EDGE TRANSITION INTO THICKENED DRAWINGS -INSTALL ANCHOR IN II . I I TO LAP W/ RE INF. SLAB EDGE 3x BLOCKING AT SIEL W/ EDGE NAILING I :;•� I'::- THICKENED SLAB EDGE ,i .- f j 2x6 " 1 I ! � '' , AND/OR FOOTING. II := - 24 O.C. BELOW L_ I 1 ! SIMPSON LSTA18 STRAP AT SILL \ ` f f o .- 'te • ff FINISH GRADE I I • SILL --i -, ---- CENTERED ON CORNER, EACH SIDE -;*,,r' , . ;; 1I ' I H! SILL PLATE +- FINISH GRADE A.� • ' .� �y� � r 1 i I I i I I ` ',Ir >' -REF. CIVIL DUGS f ; Thin�..rs�AIM - ____J I_ J L__ J os sc Ma-r' �1� ��. I �:: J L J L----1 x i _s -I 111 �� ►f I' /J2 =� , 4 I I 1 t- f i' 1 - w /_ I I I E C: A , : -, f I I joi,, ,::.., , . , . ,54. 1j I i 54.1 ;1 -. >. ', _ 4 OPP. r' 1 I I i I f ` 11 1 - �7 ,-,j t- 4 € . A ►. i I I i A 6 likiiii: I I I I I I �u, I I I , 9 0 4 �,1 AAI ENGINEERING., 2007, ALL RIGHTS lit L. u �i emu- LL _Id____ _ l _ ,_u u -� „Alit • _ • • , , RESERVE DO 1!j ■ 0, -0. DC 'A, 2'-0' THESE DRAWINGS ARE THE PROPERTY OF II ltI �) 6„ I ....4),_ Q (3) *4 TO MATCH j�' AM ENGINEERING. AND ARE II '` (' �}}- 1 AN A W/ FTG -/ USED OR REPRODUCED IN ANY MANNER, .,-, " RE NF. P 2'-0. PERMISSION OF AM PRIOR NGINEERING SIMPSON HOEDOWN PER PLAN 15 . 2 -O , AND SCHEDULE. . 54r...1 • Date: 13 December 2007 NOTES: FOOTING STEP L REF. DETAIL 9/54.1 FOR ADDITIONAL Drawn by: Checked by: A /1\ /\ INFORMATION NOT SHOWN. NOTE: EMO/CLC SY PER PLAN REF. DETAIL 6/54.1 FOR ADDITIONAL 2. COORDINATE ACTUAL BRICK VENEER INFORMATION NOT SHOWN. o HEIGHT W/ ARCHITECTURAL AAI Job Number: A07202 ° 11 T,I'°PICAL. SHEAF. WAL-L. ELEVATION 10 kOL.DOUJN AT FOOTING W/ STEM WALL 15 STUD WALL. AT FOOTING W/ FOOTING STEP N �, Sheet 43 54.1 20240111 EMO SCALE: 1/2" = 1'-a" 54.1 20240114 CLC SCALE: 3/4" = 1'-0" 54.1 20240115 CLC L 1E300405 SCALE: 3/4" = 11-0" , ,§ Building B Permit het - December 2007 _ S4. 1 I 3 7#1 2x4 OUTRIGGER SIMPSON LSTA24 STRAP SENT . STUDS 24' D.C. OVER OUTRiGcGER AS 51-•TOWN , ALIGNED WITH WALL STUDS BELOW ►; 2x6 PARAPET STUDS ALIGNED 2x4 OUTRIGGER STUDS =wpmW/ WALL STUDS BELOW. - -REF. DETAIL 1/55.1ID GRID MILDREN DESIGN GROUP, P.C. ' 7 ''== 2xb DOUBLE TOP PLATE 2x4 OUTRIGGER STUDS SIMPSON LSTA24 SENT OVER ARCHITECTURE • SPACE PLANNING 110101-..i.m. ...111,• II i" . 24' O.C. ALIGNED W/ OUTRIGGER AS Si-TOWN SiMPSOH H3 CLIP ' _- = 11111111 1►� 7650 S.W. Beveland, Suite 120 WALL STUDS BELOW I I AT EA. OUTRIGGER �� I 1 • i/4 V <1-YP Tigard, Oregon 97223-8692 11 SIMPSON LSTA18 STRAPS Voice: 503-244-0552 i TIES 3 1/2' EDGE NAILING I I I EDGE NAILING SIMPSON H& T ES , :��,,, Fax: 503-244-0417 AT EVERY OTHER II 10d NAILS 6 4" D.G. SIMPSON 1-43 CLiP AT r 1 KIM: SIMPSON LSTAiB STRAE' SIMPSON LSTA18 11i PLATE W/ (2) ROWS OF STUD II L I III■) AT EVERT OTHER JOIST SIMPSON MSTCbb CENTERED STRAPS 4'-0" O.C. II_ " II A. OUTRIGGER CENTERED OVER SEAM OVER BM JOINT INSTALLED W/ 10d NAILS 24 O.C. I (5) SIMPSON LSTAi2 STRAP it►�''' 10d COMMON NAILS STUD TO STUD !' ' - -CIS I! Ii CENTERED OVER JOISTS 1 'i - ! PANEL EDGE NAILING ROOF S•1-4TI-4G PER PLAN PANEL EDGE NAILING '� 1� N- 1� . �.►-,-nj -- - - -- -------- ----- ------ II` ``=--- ---- - - --=---_-__.- ----- NAILE5x3/1b W/ 3xb I --- - --- - - - - ----- ---- --- ---_ _--_-_- - ---- - -__ __ __ _ _._____ _ - - - 1 __ -- -_ _r_.._. _..__-._._ .=_W�. HAILERS AT EA. FACE. . --- `- i xbBLOCKING � - - PAHEL EDGE NAILING - �. • ��r��;�.�1„�1�■� ��:�I:;: " " i BETWEEN RAFTERS �� ;. 1 t�� •ATTACI-I W/ 5/6'4'x4 1/2 i I 11i 1 I 1 •" T1 N 1! I I TI-TREADED STUDS 1 II_.__. Ii 2x4 FLAT BLKG II 6 SIMPSON LSTA15 STRAP ...s 1 1/2" TRIPLE 2x6 TOP PLATE II to - 24" O.C. i CENTERED OVER I��►/� -REF DETAIL 12/55.1 FOR I� \ 3xb BLKG 1 11 �E FIRST (b) SAYS (i I �I BEAM Z 'S �T1'P. TYP afghan associates,inc. SPLICE W/ SIMPSON 1I4 D PL ENGINEERING (I I�.._.. I Z-CLIPS EA. END II ( II SIMPSOH iTT31b I-IANCER `�11 11 ill I1 (� - - --- - _._-- -- - - - •r ,2. _\ , 4875 SW Griffith Drive i Suite 300 I Beaverton,OR l 97005 SRIGK VENEER '� � 11 .u_ ,11. ,, - -- - -- _ _ !- 503.620.3030 tel. 503.620.5539 fax 1 www.aaieng.com I) ( ,[_- '� F--. ROOF JOISTS 1/2' PLYWOOD SHTHG ii + N ' (I SIMPSON H& TIE AT i; PER PLAN W/ ad NAILS a b' O.C. I it -- \ O ,1 P E I i ,I L AT PANEL EDGES i z i._ __ _ Q 11 EVERY OTHER JOIST 1I ( \ \ 1 'j I{_.___ AND 12" O.C. IN FIELD. I cv II III 2x12 LED(-DER W/ C4) 1,?�d HAILS TJi JO{ST PER PLAN W/ " . 4 m ► t 4 TJf JOIST PER PLAN W/ u c T v 1/2' PLYWD SI-►THG 1I 112" PL't'WD SI-iTI-4G 2 ill O.C. AT EA. PASSING STUD. l M06a. SIMPSON iTT31b HANGERS, $ R R SIMPSON i;'THANERS TYP. U�1.0. 'O. * REF PLAN AND SCHEDULE 2xb WOOD STUDS 2x6 RAFTER 6 24" D.C. ,, A 1/4"xDEPTI-I OFFSET + 8"xl'-O" '����G t Nei` / FOR HALING REQUIREMENTS. FOR HAILING REQUIREMENTS. ROOF JOIST PER PLAN GL SEAM PER PLAN N st, F Q► • AT FULL HEiGHT SECTIONS OF ALIGNED W/ ROOF JOIST I I {i SIDE PLATES EA. SIDE OI= 2x6 WOOD STUDS LAPPED W/ WALL STUDS, ! GLULAM 5 i/8xDEPTH OFFSET , .7P r-- AT FULL HEIGHT SECTIONS OF • WALL, SPACE STUDS lro" O.G. ATTACH W/ (3) 1Od NAILS. / ''p„.,,,r \ GLU-LAM SEAM PER PLAN GLULAM W/ (2) 3/4'4) A301 BLOCK W/ (2) 3/4'x12' LAG ►' ABOVE HEADERS, SPACE ( ( i�r___i TI-TROUGH DOLTS EA. SEAM. SCREWS AT CENTERLINE �` `'t WALL, SPACE STUDS 6 ib' D.C. STUDS 24" O.C. PROVIDE SIMPSON LU526 / ,�� I \ " a .�∎` 1 GoN 2xb WOOD STUDS b 3 4 112 3 HY5 Odle• ABOVE I-IEADERS, SPACE STUDS • REF DETAILS b/55.1 AND -(135.1 HANGER AT GL SEAM l 1 1 ('i i \ / � ,. ,. ,' tP 9 6 24" O.C. FOR HEADER DETAIL ABOVE ( �I� I HEADER. Af30VE �®�► • REF DETAILS 6/55.1 AND /SS.i WINDOWS. 1 I ''I ' 1 iE -1/Sxix1'-0' CENTERED tiEN A. FOR HEADER DETAIL ABOVE \ lI`•-- ON I-ISS COLUMN WINDOWS. A / `� HS5 COLUMN PER PLAN EXPIRES: 6/30/08 N.� ----, 5/16 V v 1 ROOF JOISTS AT WALL_ FRAMING DETAIL. 2 ROOF JOISTS AT WALL FRAMING DETAIL. 3 RooF JOISTS AT WALL. FRAMING 4 TJI JOIST AT GLULAM SEAM 5 GLULAM SEAM TO TUE3E STEEL CONNECTION �� = 1'-O„ 20250105 CLC 152 16 SCALE: 1" = 1'-0" ���� 20250101 CLC L122 15 1�� ° 1''`a`� s�.} 20250102 CLC L12215 1" ° 1'°O�� 55.1 20250103 CLC SCALE: 3/4" = 1'-0" 55.1 20250104 GLCY••152= 1 SCALE: 1 55.1 2x6 PARAPET STUDS, II REF &/55.1 SIMPSON I-IUC311'rr I-BANGER AT GLULAM SEAM GRIpi I 11 WEB STIFFENER EA. FACE OF JOIST WEB ,i 2x6 PARAPET STUDS I I '' SIMPSON LSTA18 a 24' D.C. 3" t OF +-IBS 11 CENTERED ON BLOCKING TYP. a6 24" O.C. FROM PARAPET STUDS TO II i SEAM EA. FACE • �,.• 2x6 PARAPET STUDS 11 - a j1 - 1/2' PLYWOOD SHEATHING 5iMP5ON LSTAi& II _ I( I -REF. DETAIL 2/55.1 II _T I1 1/2 PLYWOOD SHEATHING II STRAPS 48" O.C. i! I REF. PLAN AND SC!-IEDULE I 11/1</' ft� il REF. PLAN AND SCHEDULE I �- /I- ',' 11_.-. FOR NAILING REQUIREMENTS (idly °`T "-°����- 2xb PLATE 11 II it BRICK VENEER i1 FOR NAIL iNG REQUIREMENTS SRIGK VENEER II I1 II II II 11 41 " '� ' 3 1/2" BRICK VENEER Ii I 11 ! -CONY. oYER GLULAM SEAM Cab MIN.) 1 it II II ►I PER ARCH. (I PER ARCH. 1I OF HSS -REF. ARCH E 11 W/ (2) ROWS OF 16d NAILS a 3' D.C. 11 II Ii II II II ll I II iI 2xb WOOD STUDS a6 24 O.C. 1 2xb WOOD STUDS 6 24 D.C. 2 Ill�....,r_1� =-==-= . . ' . fE 5/8x8x11-3" 1.1)/ (4) 3/4N. A325N 50LTS fE 5/8x8x11-3" / / EDGE OF ROOF 9" EQ. EQ. 9° DECKING himpi,awpom000iN•o......b.., 1 i --1 MILDREN DESIGN GROUP, P.C. 17- , r7z...: -/\.:21147x2 SCI-I. 40 PIPE • -i - I ARCHITECTURE N SPACE PLANNING I ■4, — — — — —1 I SF'ACED AS SHOWN 2 1/2" -.... 7650 S.W. Beveland, Suite 120 c n r 21 FE 1/4xI CONT. 1" 41" -..,,,- - : ni-4----7 Tigard, Oregon 97223-8692 • i 0 -.. -. , . , , \\ f il z...41 voice: 503-244-0552 A,.. 111111 *(4-4 -•... - I _ , , : , , 45° MITERED CORNER '41111111111 - ---. — pr- : : ' 1 ; i ' i Fax 503-244-0417 11 io 1---i , 1 •1 , 2 I 1 2' 1 ! , 1>i i (Typl ALioNG . . , : , 1 i , , 1 - 1/4 2 1 RADIUS i I 1 1 i ! 1 1 1 ! i I TYF> TYP. .............„._ 3/16V 3e12 1/4 V 1 . 1 I I. ; ,' ! iiiii ROOF DECKING Iii /TYP. EA. SECTION 5-5 1/4 V \END - SECTION A-A AA I afghan associates,inc. I-ISS5x5 COLUMN 885x5 COLUMN BRICK VENEER, PER ARCH. PER FLAN PER PLAN ENGINEERING I. C15 PER PLAN 2 4875 SIV Griffith Drhte i Suite 3001Seaverton,OR I 97005 . C15 PER PLAN ---r----rNr—T- 503.620.3030 tel.I 503.620.5539 fax I www.aaieng.com ■... 640 II I Project No.A06223.11 " TYP. r,X1 ,-;,.-----------, ROOF DECK PER 1:117''''T•17,:iattEE5i. I , 4-i--7737.1,/.77,) 11 I .4, I-ISS12x4 I-IEADER ,.,;:, ..x:1 ROOF DECK PER Al FLAN A C15 PER PLAN ‹..!; ^' ,- -A 1 1 5 CI5 PER PLAN 1 I --I BELOW 41REFt-1/5A.t;------St iLl PLAN C15 PER PLAN q I i 01 Ø) 4-', C15x33.9 1 01 IOC TUft.i4 11 111 allk SI 0'1 al` \\ ':1 ill r.,..... r.. 1/4 r - rm. r....... .(,,,,, /t.1 i,.i.D P ROP4ro cri i ii ,,,x ,, i ,s,, 11 ii . A..... x 1 ,, r------ it,'x 1 MI . MIR MI MIL MI MR MI ti4N I N / ID ' " '''' NQ ---„f.,1 ii----- ,i) -.3 1 Ili ------- II i , - CN -.... I-155 COLUMN PER-\\ I , MIL =III Milk MIL MI MIL MI - •. 4G $0.9 *, Cb .0 , It „ „. x ,,,, , cf) = C15x33,9 .1 . ' li il I 01 PLAN 1 (f-NN 1 \-,.11 (f--.11 ■ \-,././ rTh k \-,, Ijr ; ';:°WE ra" 111101. 11 1 1 144 \ ... v■-■111.16.-■ i (3/16)N 41(3/16) 0 '414 15 200'1'.1.0 .4? 1 1/2" TYPE %Su 18 GA. GALV. lill i ...... 3/16 3612 ir 41,411■ 1/4 V 0 ■ - METAL ROOF DECK. N A.40 EQ. EQ. •ATTACI-1 TO SUPPORTS AND 11 ; I L3x3x1/4 CONT. / / , PERIMETER LU/ I/1W. A301 ill LL- --"1"1"--5 \—I-15S ^ 6x3 SEAM PER PLAN 1-16812x4 HEADER , li 3/16 V -+;1 EXPIRES: 6/30/08 j COLTS W/ HEX NUT AND I I!Iii 1 0 WASHER e 12° O.C. (GALV.) ____j. L3x3x1/4 CONT., TYP. e------i% *CONNECT SIDE LAP W/ *10 TEK MATCH ROOF SLOPE 1-1668.x4x3/8 (x5 5/8") 1 1/4" -REF. DETAIL 1/65.1 SCREWS 6 8" 0.C. (GALV.) CLR 1-ISSI2x4 I-4EA a DER 1/4 V -REF. DETAIL 1/S5.1 1 TYPICAL CANOPY ELAN (2) CANC)1='Y SUFFORT AT ROOF DECK 3 CANOPY SUFFORT AT ROOF DEcK. 4 NOT USED 55.2 20250201 CLC SCALE: 1/4" = 11-0" 20250202 CLC SCALE: 1" = 11-0" 552 20250203 CLC SCALE: 1" = 11-0" 552 20250204 ENO SCALE: 1' = 11-0" EXTERIOR STEEL LADDER PER ARCHITECTURAL q: -; SIMPSON 5P5/E3PC BEHIND ADDITIONAL 4x4 POST LADDER STANDOFF PLATE ABOVE AND BELOW OTOFPA' PLATE ET TO TOP . SC-1 0 1 1/4"0 STAINLESS STEEL SC 40 Owner: F RAP i PIPE SLEEVE CORE DRILL BRICK VENEER- 1 3/44, HOLE IN BRICK AND Cedar Hills PE ARCH CAULK PERIMETER R . 1, ,11111 Development 1 tr mi m iiiiroloW It Ill 5/8"0 A301 THROUGH BOLT W/ HEX NUT 2x6 wool:, STUDS EA. SIDE NOFAIL4sx4i0A1T2TA0C.a1-1. W/ 10c1 915 NW Torreyview Lane Portland, Oregon 97229 AND WASI-1ER, TYP. SIMPSON LSTA18 STRAPS CENTERED ON TOP PLATE EA. FACE, ATTACI-4 STUD ( I NOTE: TO STUD TYPICAL COORDINATE LOCATION OF LADDER AND ADDITIONAL FRAMING W/ Project: ARCHITECTURAL DRAWINGS Pacific LADDER AT WALL Crossroads 552 20250205 EMO SCALE: 1" = 11-0" Corporate Center SW Pfaffle St. Tigard, Oregon Sheet Title: Structural Details Revisions: . . AAI E NGINE E RING., 2007, ALL RIGHTS RE SE RVE D 0 THESE DRAWINGS ARE THE PROPERTY OF AM ENGINEERING, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION Cr AM ENGINEERING Date: 13 December 2007 Drawn by: Checked by: EMO/CLC SY • 1.-- AAI Job Number: A07202 0 0 N .. Sheet (1\-1 , 45 E Building B Permit Set - December 2007 S5.2