The URL can be used to link to this page

Plans (52) BU P2019-00104 2 of 2 RECEIVED 1111111111 11::::;11i I 1["%11 I 111111111 )1( 11:::::::; 11::::::::// INAI 111141 ILlij 'NJ' I 1111111 1")ir 11:::::::: 111111111 111111/ 11::::11 1(::::::: 111111111 APR 2 2 2019 CITY OF TItaAHD e I ,� BLESJE j‘CA110 TIGARD , OREGON TRINITY COMMUNITY CHURCH OWNER - LEGAL PROJECT DESCRIPTION L TAX MAP: 1S134BD REPAIR AND RECONFIGURATION OF THE BASEMENT, NEW SITE STEPS FROM SIDEWALK Y cn ,_ 10900 SW 121ST AVE TAX LOT: 7200 GRADE TO ENTRY, REPLACEMENT AND RELOCATION OF AN EXISTING NON-COMPLIANT rx PEDESTRIAN RAMP, AND ADDITION OF AN ENTRY CANOPY. THE ROOF OF THE NEW cr W RELEASES LL., rx E TIGARD, OR 97223 CANOPY IS PLANNED TO TIE INTO THE EXISTING ROOF STRUCTURE AND ADDITIONAL a E GLAZING IS PROPOSED AT THE ENTRY FACADE. ADDITIONAL SCOPE INCLUDES AN OVERALL z a ROOF REPLACEMENT AND REPAIR OF THE STEEPLE. 9 Z 2 Z J m O O YORKE & CURTIS CONTRACTOR 7 = 03 ZONING CODE INFORMATION n w ZONE: R4.5 WITH CONDITIONAL APPROVAL FOR USE AS A RELIGIOUS INSTITUTION o ° •CURRENT RELEASE an 4480 SW 101ST AVE CCB :55644 M Ni '- 0 co r- to in M�N\\� ()CURRENT RELEARELEASE (NO CHANGES) a c,..71 ` BEAVERTON, OREGON, 97005 SITE AREA: COVERAGE: 29,516 SF, XX% (85% ALLOWED) `L .\,..\..\.‘\.‘1‘`; ~�\ �\\\ COVER SHEET o - N LANDSCAPE: 30,797 SF, XX% (15% MIN. REQUIRED) • • C51 COVER SHEET Cr)): (503) 646-2123 TOTAL SITE AREA: 60,313 SF (1.41 AC) • FLS FIRE AND LIFE SAFETY CONTACT: JEREMIAH DODSON �� BUILDING SETBACKS REQUIRED: \`�\��\��\`1A �� ARCHITECTURAL OFFICE: 20 FEET SIDE ® THROUGH LOTS: 15 FEET • • D1.1 DEMOLITION PLAN • • A1.1 FIRST FLOOR PLAN SIDE: 15 FEET CIDA, INC. ARCHITECT/ STRUCTURAL ENGINEER REAR: 15 FEET • • A1.2 EXTERIOR STAIR & RAMP ENLARGED PLANS & DETAILS • • A1.3 REFLECTED CEILING PLANS BUILDING HEIGHT LIMIT: 30 FT (18'-6"± FT PROVIDED) • • A1.4 ROOF PLAN AND DETAILS • • A2.1 EXTERIOR ELEVATIONS 15895 SW 72ND AVE, SUITE 200 LANDSCAPING MINIMUM: NONE • • A3.1 BUILDING / WALL SECTIONS, STOREFRONT TYPES & DETAILS • • A4.1 DETAILS PORTLAND, OREGON 97224 • • A5.1 INTERIOR FINISH PLAN (T): (503) 226- 1285 BUILDING CODE INFORMATION (F): (503) 226- 1670 DESIGN CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 11%4 PROJECT ARCHITECT: LESLIE JONES OCCUPANCY: A-3 CONSTRUCTION TYPE: V-B (NON-SPRINKLERED) INTERIOR DESIGNER: MYA PALUCH Li BASIC 4FT STRUCTURAL ENGINEER: CURTIS GAGNER BUILDING ALLOWABLE MAXIMUMBHEIGHT HEIGHT (TABLE 503) 38 6" PROPOSED - ARCHITECTURE BASIC ALLOWABLE NUMBER OF STORIES (TABLE 503) 2 STORIES ENGINEERING PROPOSED NUMBER OF STORIES 1 + BASEMENT PLANNING BASIC ALLOWABLE AREA PER STORY (TABLE 503) 9,000 SF INTERIORS BUILDING AREA: BASEMENT: 7,357 SF 15895 SW 72ND AVE SUITE 200 1ST FLOOR: 6,052 SF PORTLAND, OREGON 97224 TOTAL BUILDING AREA: 13,409 SF , \�`\\\\ \\ TEL : 5 0 3 . 2 2 s . 1 2 8 s � � � STRUCTURAL FAX . 503 . 226 . 1670 • S0.1 GENERAL STRUCTURAL NOTES WWW . C I D A I N C . C 0 IA TABLE 601 • S1.1 FOUNDATION/FRAMING PLANS V-8 - 0 EXTERIOR WALL RATING • S1.2 ROOF FRAMING PLAN • S2.1 FOUNDATION PLAN TABLE 602 • S2.2 FLOOR FRAMING DETAILS X < 10' V-B 1 HR MINIMUM RATING • S3.1 ROOF FRAMING DETAILS X > 10' V-B 0 HR MINIMUM RATING • S3.2 ROOF FRAMING DETAILS • S3.3 TRUSS DETAILS 0 CC ADDITIONAL PERMITS REQUIRED DEFERRED Fire Sprinkler E RED SUBMITTALS Fire Alarm MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE PERMIT. Mechanical 0 Plumbing Electrical o W w Truss Engineering OFFICE COPY Q z Shop Drawings CITY OF TIGARD o O ` o Other RE FOR CODE COMPLIANCE 0 �w- - � � ,i,.1 l~fi/yr r 1 Y' � � ,- .. - Z I r,�,' Ill' , . Approved: I r I - -.”-t. . `�' P ' _,' +'d' f OTC: I I o N O < M d. S1N f oneeC-Ln ,� p ' Address: ) rj a i ?. 1 ST ce _ ., , . 99 p_sT- 0 Iz y •i .,�,� 1 , a•,. t °`- , ' A Saute#i � S )- 0 cy) F- SPECIAL iNSPEOTION REQUIRED .0-- ..Y, = : . ,-.•,, '- 1C v W �i■w 0State of Oregon Structuralty Code qrli� ';.:.= , i. �. ` ` C Special �-- " „ r _ _ . • �. If Byt Dztr: "2..� 1 e1 #e y • - a* .1 :4 `k 4 'r N 1. a J e * ;-�' ' �i" , fjoh104 , S t riT��` fi OConcre. and Reinforcing Stee! _ _ •. .. • _ ;' ,rn 16 Bolts installed in Concrete ., � .,,.s.,7r ,,'"` -ear •', '? = ty.ABAgs,iiiie; r + ' •'ti p". 4 .', sw w` . Z 0W if, ❑ Special Moment-Rosie"ng Concrete Frame �1 ^ p'',I r`"" w' '±, `.`', :''' i{ s ,� _ I44r7W d _1`11 a , ›M ❑ Reinforx n Steel&Prestress.ig Steel T A� d 1 ,... � r� •` � o i 9 endona ;`ate -;r, ..x� " ''.p 111 . Structural4. ,. , - - I _:4- . ;rte,,,. �, 4,• r :11.-7.. 4- r' t,�rf '* j ._ li, .. . -welting . _ _ .�_ �i=.� • - _ r��o l .. - ; ... 61'** t +I r _- '.'Irl. ,i L et. 1i1�''`." Jr1 _ - - '�' r �� ! f•-f •; g` - E{f �i-S rig Ftot, 3 y �! U # g trenght Bolting I t •, „ - _ •-'� 1114' III PA 16� F= 3 � ` _ +..rL -��. ✓ �1•fes ��y�tS \`.. �,#�• I� •,. .:. l t '/I ,❑ $tRJC',s;ral hlasonfV f jj�1 '' J7 ' Y" +�`�q` i3 1 's+r_ -_� j , .+Sl '" r ,� r ^' . ti Z Q, ,J D -, .� ' 4 �,f� s �i�dS '^r .iF [ rrf. , r. Ti i• Reinforced '.i Irr-•I!! r~/�yl�•.r+t.. ;F �;_-, a - ;;;:',:-.P7;•-•,- _ ♦.�f:" * _ - �r .Atz: �l,. ,, ❑ Gypsum Concrete i it / - Y!' I. 'a-.. 4-•-. i.. b . i t ',?.4';''e. !.!('.e? ''` �'•4 , - ;''�' le 00 _ '� _ I f! a 1 ^• •}_ /-F -I "r 1 #h/\�'�' f f a - .. f.'. r rli:: Cr ❑ Insu acing Concrete Fill a • t ! - : 1 a, "ii�'F ,4 � -_ i, • {• 4, i t • e �/jj `. y - -�F -li,\ = r y ..i- * +., ,1•N ?` 1"1""k"rt �- ► ,.s. •'+� 'r1Y,`."+s#f Y .`. ' 1' r i'.L.:'..... 1'�'`. e ' t� > -�. " 0 Spry Applied Ffre-Resistive Materials , .3 e _ 'i� . And _ t # r.:;Iii..: f- n: 1t Z - . . ' \ - .: Spray !� rials i 1 . .I - , _ .1-. C,,,1,1%,f t 4 {. torbi- ,se.rb.•-„x,.0"40 ��' •1� I$,m•i .r / :. alrili,"--irlie!,AllE ! �, Y.. #i:�. *..r , �-r.��L • no .-.: \ 31 � �T � .� -i_ ! i ♦ _ � � 1 I �r��t�^- t� - _ .. r - �� t'�1 1 , wt �. 4 r-•,.•'v ❑ PiiIngs, Cniled Piers and Caissons / I `._�� 1. -.aC ..,Frormirshi... � , r I j { r. '.a� .y`- }. . . I- _ E1: , ,. r II Y o i `� �6�1 �/�t�� + _ � ale a o _ - � SllotCr t' r:t �,r +�+�M7ti �� i �� . -7-4-,-.1 # ' ri.p, ri . �,c� �y fiw +r , "in1'`.{ �f � � :'r� r�.f❑ ,j -7 li • 1r - S', .r.R�M._r:+e.� ,,i .. I e+-.- .��... _ •,� �, . i _ Y,,. y f • 1• ._a•'•-' ' -...�4.. ."y�l Y'1�.i rlit �w�wr.�,�. i�� 1;:ii .. .fa � r l \-«..' L,:., [, _ .... _ �h,.. t Tf•- at � 'or•��, 5 Ke�.�1`� �''-k{`' ' -•�' >�/t+�- `� �. .� �� '` ••i!:: -"SS �1�,! .p`*. �i T4 +•�....,,t f i� �>�-:�y.. .r !ter '�...- r �,,; ...�..� 1� � f,,iii. - r" i 0 S Boal Grading, ! I . ., - -Arm. 5 `i \ .r ,�r so k r i "= ..t+,.fes.' -, r,..i; c • `_.,*- -1 M"t- f Ia Excavation and Filing {��`_"i:.�Y -�� +��iw •►-. .� t",�. � `� i1"'1 � 4 - �- _ '� 5L - � •1 i s- ` I�'.'� "� { ,1 t--� a a ,►,i` �.• r„ ^, Jf r:'� �. 'r1�: _ i }: _A 3 - �, it-- _414, t. 1 �\ Irr2 % 1• - , r?Il " I i t i t"` -II ul►' ' i r► i t �;r. ,r 'r 3 .," 601 l' -1 i- '-**6*, 3i r. .w+ ISR r�• ■.Tr s i Smoke-Control' -R'� � b J "J � �� •�{l ! :¢_ r»' WI .: :`. �:jr�! ^x 4 ;1 � .r. C' 4`-- i` �` 0 e-Con.ro]Syste �SiSi 1+1+ r� r 1 r �+-..• r ! COVER SHEET AND t �' �.'�„� I `�� I�_�[Yt I i -'� � ��=� �IIr r n.i"rE� z~e L .-,r t; ,.� i p�� w `„ -. �... r •" � r C. X �+ , I +. "'� SITE PLAN ❑ Other inspec7.1:;ns ..tp �Il o :i SITE SITEtISL�BJ�G`� NORTH NORTH ��1i91!'i REQ VICINITY MAP - ENLARGED VICINITY MAP CS1 E. 4 41) NO SCALE 4191NO SCALEREVIEWED FOR JOB NO. 180140.01 v CODE COMPLIANCE © 2019 ODA, P.C./CflYI ALL RIGHTS RESERVED w 1:50) 4 140 I - � PLAN LEGEND �� CLASSROOM OFFICE---- ROOM FUNCTIONit CuisuE �' �OIES 207 5F > ` I 2s1 sF ROOM AREA 1 20 1 CLASSROOMed--`67 • / � I 1/100 1 OCCUPANCY LOAD FACTOR CLASSROOM 10 Occ OR CLASSROOM 160 SF ` I 127 Oce TOTAL OCCUPANTS ` (E) EXIT 437 SF I 1/20 �t 261 SF 1/20 I 8 OCC \ N\ (E) ' 'i �j1/20 , 13 OCC ` 22 OCC ` 1‘,.\ INDICATES EXIT TRAVEL DISTANCE (E.T.D.) I ■ ■ INDICATES/ ib.... EGRESS PATH OF TRAVEL /9' \ 40 ILLUMINATED EXIT SIGNAGE ii /44 CLASSROOM 373 SF /1/ ® ILLUMINATED EXIT SIGNAGE WITH - 4 DIRECTIONAL ARROW CLASSROOM CLASSROOM I 1/20 (E) CLASSROOM 523 SF 1 I 521 SF 119 OCC 437 SF 1/20 1 1/20 1/20 26 OCC 1 26 OCC / 22 OCC \ L.Jm cc*Ai. 6:/ /1"1" Lel••J.*****.6......"...".***"."..".1.1.*.°....**************•.+4 / I � XlT ppaR fx o • Z. —) o co SANCTUARY I W rn a) PLAY • I 2,268 SF a s 1,968 SF I FIXED • CLASSROOM ° `� 1/50 164 OCC : ' 1 409 SF D Q o n 40 OCC CLASSROOM ° I 1/20 T N 1 521 SF , 120 OCC — 1/20 II (E) EXIT 26 OCC o o y O. . A■ 1, i% o T.R. 11111111. DAY CARE ® T.R. • ' i 1 261 SF 1 _-- --- OFFICE I 1/35 ` OFFICE ( 9 OCC 1 . • { 152 SF I I TCHEN • I/ HALLWAY . ;/ / fil 3 OCC A ` OFFICE d, HALLWAY 1 • • (E) EXIT N. •o I 152 SF / 0 1 100 ,/ ♦ T.R. �. N I / / 61 ♦ ` 0. • 0 1 I 2 OCC ARCHITECTURE • ` LIJ I •. \ r ENGINEERING 4 6: J . ¢ U PLANNING I INTERIORS y- U ~ A,I RSTAT R 0• INV OFFICE �� ENTRY • ST-1 PORTLAND, OREGON 97224 15895 SW 72ND AVE SUITE 200 192 SF —I SF 1 100 _I ' i Q7 u ! 41115 1 l TEL : 5 0 3 . 2 2 6 . 1 2 8 5 _ ■ FAX 5 0 3 2 2 6 1 8 7 0 2 OCC ELECTRICAL ■ (E) EXIT (E) EXIT III32 OCC • Www . c l D A l N c . c 0 IA 002 • ■ 0 Li STORAGE I 414 SF STORAGE =+ I 1/300 990 SF I 64 OCC Cm:0 1 2 OCC 1/300 1 4 OCC 1CC C 1 OW v rzi . L-I ft 413' �r ti► MIINFkLL PER \ C �4 tI �' • I STRUCTURAL �I►� 4 1 i1 $ �,�.4'- ` 4 I ��F V . g k .... .. ..... is Li 4 0 >0 W El I 4. p Q 0 1 C d4 Q.._ I . 1 4 d e a a u 4 Q e Q a 4 W W 1 d. o a 4 6 Q -0 a a 4 a d Q Q rCC d N O 4 4 Q a a v 4, cc M Ci EL CI a MCCQ la CC CD 0 00) — NORTH ~ TM o EXITING PLAN -- BASEMENTEXITING PLAN - MAIN FLOOR PLAN Z V 111. 103 W 1/8" = 1'-0" 4. ell 1/8" = 1'-0" E. >- I- z O. N ad- CC .- 3 a vi J u_ O I 7 U FIRE LIFE SAFETY PLANS U r c ,-.: FLSI JOB NO. 180140.01 a a 0 2019 ODA, P.C./CIDA ALL RIGHTS RESERVED w .._ // . — 1 LEGENDev 4 ` ,ham �;_ 1ESLE J. s . / ` F.O.F. FACE OF FINISH / ` F.O.S. FACE OF STUD PO�IiANQ, OR 4\ Ni, 11306 • CENTER LINEOF %.14‘ A/ TYP. TYPICAL je, \ 1111- DEMOLISH EXISTING / \ ...\ GENERAL NOTES 1. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS ,_SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST EDITION, AMENDMENT w w OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE a. i \ OF THE CONTRACT DOCUMENTS. z /VPLELUVED 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 3 0 m 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED I E CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT w a) I � tte/ ALL TIMES. .2 a — fl`` 4. CONTRACTOR TO COORDINATE REQUIREMENTS FOR MATERIAL AND FIXTURE a M SALVAGE AND REUSE WITH OWNER. 1.0 3 o o N 5. THE CONTRACTOR SHALL COMPLY WITH ORS 757.541 TO 757.571 REQUIRING - N NOTIFICATION OF INTENDED EXCAVATION TO UTILITY PROVIDERS. li 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM • IISTINVAULT LOCATIONS WITH ENGINEER. ISTING REMAIN •\ / 7. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED • I OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY EMERIO DESIGN DATED JULY, 21 2017. ` / 9. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH �} GRADE. u,„,.... I4:Eci 1111111N/ \\*\,46. !� 1 Iv , DEMO (E) WALL ® MAIN LEVEL ARCHITECTURE 1 (WALL TO F.F.E. TO REMAIN) Ell EXISTING TO '''''' ,....// jJ� // �.' i ENGINEERING REMAIN �� DEMO (E) WINDOW IIIIIIIIIIIIIIIIIIIIIW li PLANNING E CEILING ® 9'-6" A.F.F. I �I 1 _1 DEMO (E) WINDOW AND ( ) I s U INTERIORS I CONCRETE WALL BELOW WINDOW TO BE REMOVED I If - __�`�r- T_ 1 I _y I , DEMO (E) RAILING I# �~` I 11 I 15895 SW 72ND AVE SUITE 200 (E) ROOF ® LOBBY � � rl I TO BE REMOVED III PORTLAND. OREGON 97224 r■! TEL : 503 . 226 . 1285 H ,..__J-.) i� ai ■ ■ ■ ■ ■ ■ ■ ■ ■. FAX 5 0 3 2 2 6 1 6 7 D DEMO (E) WINDOW 1 WWW . CIDAINC . COM -,---) DEMO (E) CARPET AT RM '` 4 r � . ENTRY 100 AND HALLWAY 101 14 � '- II ■°� rL LE. -'-fl---i i�—moi !1 •I i it---ii i__—�-�! _J� ■ ___L/)___ `�_'-� DEMO (E) WALL AND DOOR ar I ,/ �, rI l--� ' ' I- J DEMO (E) WALL AND DOOR DEMO (E) RAMP " a I AND RAILING � DEMO (E) ROOF • a I' N_ . •i 0 DEMO (E) WALL, DOOR I r1 CC AND WINDOWS, TYP. • / -i . aDEMO (E) ROOF ,/ ' dlAND PARTIAL DEMO (E) RAILING, TYP. - re BASEMENT • DEMO (E) WALL • I) d i• .. DEMO (E) STAIRS a r AND RAILING4 . • , • 2 >1.. a. r I •• f ■ 4NN' W !� 4 a U (E) CONC. BASEMENT WALL ` . o CD 0 -CUT DOWN TO 6" BELOW EXTERIOR GRADE 4 4 . .- ' 4 a w Z W -CORE DRILL 2" HOLES © 6' O.C. TO ....c.,,....:. ____.,„ .. . _ d . ° a a d • 4 _� ��/ ° . a'. • a a 4.. 4 ° a a • ' d a a LL RELIEVE HYDROSTATIC PRESSURE • . e ° ad 4 . . ' a 4' $ a ' 4 a 4 •' a . -4• : • Z D N O a . ' d a 4 ' 4 ° - 4 • 4 - 4 4a 'q 0 4 4:C M 4 a a ° 4 4 4 d o 4• 4 4 Zr d - - Q V J ct LJ M 0 ct 0 � Q I- TM 4. 1 BASEMENT FLOOR DEMOLITION PLAN NORTH 4. 2 MAIN FLOOR DEMOLITION PLAN NOR z U o LU D1.1 1/8" - 1'-a" D1.1 1/8" = 1 ,-0„ >- E ilm". o i C 0 CC 3 I- -v C 0 g/ 0 9 i t t DEMOLITION PLANS E-' 0 U T H 0 D1.1 DO JOB N0. 180140.01 a 0 2019 Gips P.C./QUA NJ.MGM RESERVED 0 v ---0 6.; r 410 _ LEGEND t4-4,1 5 5 !_, 1 '$_� 101 ROOM NUMBERt�� `. 101-A DOOR NUMBER / ` � RECITE NUMBER I �t ixef SEE A5.1 FOR SCHEDULE/TYPES t• <1>Ae. Nhn F.O.F. FACE OF FINISH Q CENTER LINE TYP. TYPICAL (N) WALL / i / EXISTING TO NOTE: w REMAIN \g, _ 1. ALL DIMENSIONS ARE TO CENTER OF WALL UNLESS INDICATED. ,>, o_ 1 2. SEE EXTERIOR ELEVATION A2.1 FOR (N) STOREFRONT INFORMATION. `x C) 3. SEE FLS AND ENLARGED PLANS XXX FOR ADA REQUIREMENTS Z J � Cd � � I 1 1 / ) 1 U 0) \ KEYNOTES THIS SHEET\ . ,...._ o o Q ® O (N) WALL -- 2X6 "� 2X6 ® 16" O.C. WOOD STUD WITH PLYWOOD SHEATHING AND SELF ADHERING AIR AND MOISTURE BARRIER. INTERIOR 5/8" GYP. BD. FULL HEIGHT. PROVIDE R-19 INSULATION FULL CAVITY 0 i� � TO MEET OEESC. EXT. FIN. TO MATCH ADJACENT. i / \ © (N) STOREFRONT -- COLOR TBD. SEE 2/A3.1 /\ /cv \ © (N) WINDOW -- SEE ELEVATIONS A2.1 & WINDOW TYPES A3.1 /., / \ / \ Q (E) ROOF TO REMAIN / \ / \ 0 (N) ROOF --- SEE ROOF PLAN FOR OVERBUILD AREAS ® (E) ROOF /1" / \//' \\ / \ / \ N ROOF C�? E BASEMENT (\..10- 000-0-00-0\ (6� ( ) { } 5E ENT II--------- 101 � \ , O (N) CONCRETE DECK (8){E) HALLWAY \ \ / `� 101 \ (N) CONCRETE STAIRSCli EXISTING TO1. 11101"\ 111 ARCHITECTURE \ REMAIN O `� ` ( 9) (N) CONCRETE RAMP PER ADA REQUIREMENTS ENGINEERING 0 (N) CONCRETE CURB WALL PLANNING K_ I (N) WOOD COLUMN WITH CONCRETE BASE -- SEE 8 A1.2 INTERIORS i, t..._ sIf� 0 > I 0 / (E) COPY (E) HALLWAY 1II STAIR , DC1J �� I 15895 SW 72ND AVE SUITE 200 ® (N) LANDSCAPING -- GRADING TO BE NOT MORE THAN 30" PORTLAND, OREGON 97224 rn T< _____H 1 005 1 001 �_� : E \ I ENTRY BELOW FINISH ELEVATION OF DECK AT ANY POINT WITHIN 36" OF T E L : 5 0 3 . 2 2 6 . 1 2 8 5 H rn r.0 `� ] I 100 EDGE OF DECK. FAx : 5 0 3 . 2 2 6 . 1 670 Lu z 7 ELECTRICAL I ® cD a I W W W . C 1 0 A l N C . C 0 M 002 4 T i 1 I 4 11, (N) STEEPLE AT ROOF -- SEE DETAIL 9/A4.1 i` 1 2 OF DOOR TO ALIGN x to !WITH c_ ROOF PITCH w111, "' I ,,'�� .k,I. 1 0 (N) WALL TOP BENCH -- SEE DETAIL 6/A1.2 :1--I F-11--f +I N L `D BASEMENT , 1 T' ® (N) 8'X6' OVERHEAD DOOR TO REPLACE (E) 5'X8' WINDOW. 0 --SEE DOOR TYPES 3/A3.1 STORAGE ' I BASEMENT 004 I I STORAGE GE 16 a 1'-10 03'-2" ,--1'-10"/1'-10" 24'-8" �, 7'-1 1" 0 (N) SWING DOOR, TYP -- SEE DOOR TYPES 3/A3.1 (1>> 0 C.) I EXISTING \ .0 0 L 0 0 (N) CONCRETE WALL PER STRUCTURAL DRAWINGSCC vas stl ,� �� (1 8) (N) CONCRETE WALL AT MAIN LEVEL PER STRUCTURAL. CONTRACTOR ��" 4at . ►f TO CONFIRM WALL CONDITION AT BASEMENT LEVEL REPLACE WALL AT 4. NI INFILL PER 4144; 1 �� +�� \ 1 BASEMENT LEVEL IF REQUIRED. o STRUCTURAL (-1-7) 1 ��r / 1. Vim ;.. 4. 0 A1.2 (18) �✓►r .�d.. U • ', d 0 0 1 (8) U. ® crC El 6 o UJ '1'77'N...." ...,_. 0 0 ti . 4 4 �4 FLOOR PLAN GENERAL NOTES . W )1"I > z __. _... :. j d 1. CONTRACTOR SHALL VERIFY AND CONFIRM ALL CONDITIONS AND S'� - a ° - ° ° d DIMENSIONS AND NOTIFY ARCHITECT AND/OR ENGINEER OF ANY ZCe •r-- e • I • e �. �r .3I . ° W 1.1..� 4 ve� ° ee a °� J a 4 d� ° a ° ° 4 • a.� : a ° 4 Q• .- 4: °" d • a .,°. d e 4 a ° DISCREPANCIES PRIOR TO START OF WORK. (\J M • • ° 4 ° °• a 4 4° 4 • a 4 �' ° Q ° ° ° A tee. ° ° °•. i o p 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION z o • • Q n 4 ° 4 � � ° - ° - � � ° 906, IFC. SEE FLS PLAN FOR APPROXIMATE LOCATIONS. � M COORDINATE FINAL LOCATION WITH FIRE MARSHALL. CC Q (f) Iz 3. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24" ARC OF W O Q THE NEAREST VERTICAL EDGE OF A DOOR OR IN AREAS SUBJECT TO Ct O H STH NORTHAFHUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL BE TY GLAZING MATERIAL PER > 0 G) TEMPERED OR OF AN APPROVED SE 4. 0 BASEMENT FLOOR PLAN4. 2 MAIN FLOOR PLAN SECTION 2406, IBC. Z Co) o LU 4. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203 & 1205 OF THE IBC. >11. 5. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006 & SIGNAGE PER SECTION 1011 OF THE IBC. 0) Z M 6. APPLICABLE CODES: ALL WORK SHALL BE IN CONFORMANCE WITH ALL ai FEDERAL, STATE, AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST N EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD INCC a EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. I- a, v a n a 0 c 0 0 - u u FLOOR PLANS i- 5. A1.1 CO 0 JOB NO. 180140.01 0 i © 2019 CODA, P.C./CIDA ALL RIGHTS RESERVED LI] )'5.;, 12'-8" ) / 5'-O" / 10'-2 3/4" , CLR. CLR. 1 1 A (N) CONC. CURB WALL 40) 4 44 12 -A4.1 Mr ABOVE (E) BASEMENT WALL i- 1=11 I ."....% e ..s Ilk . N tUESLIE J. JOIES t 11B / ❑ 1 I 1! ; - Ar o A1.2 Ti•�', s\ o i. 1,�'/ ® ♦ / ____2 3‘CAND 11306 ORIlh ", , \ \ •... ..,/ (N) CONC. CURB �▪ ® 12 ABOVE (N) BASEMENT WALL I [n w W r o (N) CONC. CURB WALL 0 ABOVE (E) BASEMENT WALL I▪ s I N I 0 Mr • `'D 4" HIGH - I' • /I CONC. CURB �� 1 t ❑ 1 0 AT RAMP1 0 1 ArkI z r ) 2% SLOPE _ w w Lu0 Luo O m Its 1;-0 Qw 6" 5'-0" 23, 50 5'-0" •. r--•?`' LANDING CONCRETE RAMP LANDING 60" MIN 0 TURNING SPACE AS3 o a t REQUIRED PER ANSI 405.7.4. 5'-10" ii 0 T `\J 010 ENLARGED RAMP / STAIR PLANi SOW :-E 1/4„ - 1'-O" Jr , . a J> JI 4 a I/ 4 CO I . I b •I DECK SIDE 4 3'-0" A.F.F. ` T.O. HANDRAIL . ID TOP VIEW , 2'--5 3/4" NOTE: GUARDRAIL NOT REQUIRED AT RAMP - It DUE TO VERTICAL DISTANCE OF LESS THAN 30" \ u 1 -1/4" GALVANIZED STD. STEEL I 1 \ T.0. BENCH PIPE RAIL WITH WELDED I I a PER OSSC 1013.2 CONNECTIONS. 3/4" CHAMFER, TYP. I I I f 1'-4" i 1 III 1 1/4" STANDARD STEEL I I I T.O. SEAT Fir 1��IP COLUMNS BEYOND PIPE RAIL EACH SIDE OF 1 1/4" STANDARD STEEL PIPE 1 . 1 I a T-f PER STRUCTURAL STAIR PAINTED. RAIL EACH SIDE OF RAMP 2 DIA, x 8" GALVANIZED PIPE " CI -- PAINT 1 1/4" STANDARD STEEL PIPE SLEEVE CAST IN TOP OF WALL a a 4 a 4 + +4a Y CONC. CURB WALL BEYOND RAIL EACH SIDE OF RAMP „ : ,. 4 ... 7 �d . d A '- DECK SIDE a -- PAINT CONC. RAMP . d +4 a A. ' • 4; fl -D„ a' SIDE— . ARCHITECTURE T.O. RAIL -_`_� 4 PIPE HrANDRANL ED STEEL _ CC. EYs • 7 F.F.E. • NG \ _ V\ PLANNING `_ �_ �� J,____Z �%T.O. RAIL FINISH GRADE 1/2 MAX BELOW FRONT VIEW END VIEW Q N T.O. WALL �/ ! _ �"�I"' ADJACENT RAMP FINISH SURFACE INTERIORS ' \ �'�. `2. F `�.; _i',' o o ZONCUTTBOND • ::: I ` 6 I `.- DIRECT EMBEDMENT Fi i. .F.E. :..:,:z �.'• .,- , , "-4k-- .-L4.: -� - . - ',..-\ ;1, ^ . 4 - - ` ' �` I I-II CONCRETE WALL-- REINFORCING BENCH FRAME ASSEMBLY PEDESTAL MOUNT 15895 SW 72ND AVE SUITE 200 y' - •- - " •'i +"'�''' -� , F-- L — PORTLAND, OREGON 97224 ,�_ d� > II O L a li BENCH FRAME ASSEMBLY ,n ,, .``• —:�' 1� — ---� ,�. 4 - _ NOT SHOWN FOR CLARITY 1-3 1/2" n _ •a'� ':.°:�:: I-� _III-I I I�-� rn :. ' '3: , "' TEL . 5 0 3 . 2 2 6 . 1 2 8 5 d. _ _ T F ,. , O - - OP 0 WALL 4 CONC. CURB ::.i,:• •',:-•'''',N,,....".„ .:4'• � - - a L. :.: :r :;' �,� _I-III- _ -III= � .y L S I FAX . 5 0 3 . 2 2 6 . 1 6 7 0 e. CV - Y. -. _II —III r'; a _ NOTE: �' 'r I - 1 3 1 2" N - - I LANDING wr w - I- T R PLUMB w I AINC . Co NOTE: ALIGN POSTS TUE & w w c D 't• N 4 I �• FOOTING AND 0. �;" CONCRETE - - _I•I-•I I I___.I 11_ _I -1�I-1 III I w .• -i�i-i F .�-,��--,,�-,i a----i i I i�—I I. S I I-I�I 1=1 I I-I 11---III-�I l=1�L_.._ I . I I-I��=1 I I �I - - - Q - 2 1 4 I' TOP 0 WALL / /�. � - - -� - "� = - - - z I I -/�� / IN PIPE SLEEVES GROUT SOLID WITH REBAR (BY OTHERS) PER LOCAL H 11-411 11=111-111-1 I L 1 III- �_``ll LL=1 f I-T=T U I-1 l 1=1 11 I I-1 11 I-1 11=1 I I-! .-! I�I I=I I I�I I�I I -1 I I-1 I I-1 I I� =I 4 I=I 11=1 11=1 I I-I I Ell all=1= -I I111=111=I 11=I 1 I-1 _ _ - - - i'F'�' : l 1E141-1 11=1 11=1 11=1 I I-1 11=1 I IE =111=1 11=11 11 I I - I - - . :111111=III=111=1 11-1 I El 111=11 i.-111111=1 I I_-111 - 1 - 11=111-111=111=111- < w ' SOIL CONDITIONS. CONSULT �11�11-1 l -III��-111 - � - - - - � �, NON-SHRINK, NON-METALLIC GROl1T. PROJECT ENGINEER FOR EXACT dq : �' d - - _ - _ - - - - - -1 lima's, ' 11t !i =1 f 1=1 l 1=1 11=111-1111 i EH IE-111-111-111=111=1 I 1=1 11=1 11-111=1 11-111-1!1=111=1 i 1-1 - --Y __ I 5/a* •DIA. HOLES �-111-III II-III-- = III=III-.-III-III=111-III-III-III-III-III-III _ -. 1 - _ - - _ _ �, WELD ALL CONNECTIONS GRIND REQUIREMENTS. - -1111-4 I I=11 I-111= 11=111=111-111-111==111=111=111=1 11=f 11=I 11=1 I I= 1=111=1 I i=1 1=1 11=11!=1 I I=I 11=111-1 11-111=111=1 11=1 11=1 11=II1-1 111 11=I!I=111=E 11=1 11=111=111=1 11=1 11-1 11=111=I 11= _ - PROVIDED FOR ANCHORS BY I I---111 = EI 1-III-111-1 I 1=111-111=111=111=111-114=1 I El I l-I I I=111=I 111=111=1 I la I_ i.n 1.1 I IE-I I -111-EIII=114.-WE 111=111=1117=1 I El 11=114=111=111=111a I laI1-111.-111111=1 SMOOTH. I - OTHERS (TYPICAL-4) �-111-111�I11-Ili 1 � -{1'-6") =1 11-111-111=111-111=111-111-111=111=111=III=111=1 11=111-111=111=111=111=111- -11 i-111---111 --111-III=111- 1 =111=111-111-111-111-111-111=111-111-111-I I I-111-111-111-I 11=111= I 1-III- 111-111-111=11 L ' 4 NOTE: GUARDRAIL NOT REQUIRED AT RAMP 4 DUE TO VERTICAL DISTANCE AT GRADE OF 2140-6-E (DIRECT EMBEDMENT), 2140-6-P (PEDESTAL MOUNT) T LESS THAN 1/2" PER ANSI 405.9.3 CI) 8 STAIR SECTION / RAMP ELEVATION 6 RAMP SECTION $1HANDRAIL DETAIL 8 BENCH DETAIL BASIS OF DESIGN - CC _ 1" = 1'-0" • I. 3/4" = 1'-0" COLUMBIA CASCADE COMPANY, TIMBERFORM 1/4" = 1'-0" ' 1• 1/4' - 1 -0 05720-01 GREENWAY MODEL NO. 2140-6 I TIMBER COLUMN PER AVTIMBER COLUMN PER Cui) B STRUCTURAL � STRUCTURAL I e I o w i- - L. KNIFE PLATE CONNECTION j KNIFE PLATE CONNECTION 0LI- W PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS -� -" TIMBER COLUMN W Q Z ii -L. __ PER STRUCTURAL p O PROVIDE MINIMUM 1/8" AIR COLUMN BEARING PLATE PER PROVIDE MINIMUM 1/8 AIR COLUMN BEARING PLATE PER O HANDRAIL ATTACHMENT AT O HANDRAIL ATTACHMENT AT O F- GAP AT BEARING PLATE STRUCTURAL DRAWINGS GAP AT BEARING PLATE \ STRUCTURAL DRAWINGS FACE OF COLUMN FACE OF COLUMN [ COLUMN BEARING PLATE W W �$ M. GROUT �''� GROUT c-- O Z W GROUT CC �` % 3/4 CHAMFER TYPICAL .P q 3/4 CHAMFER TYPICAL --� -_ �-- - r Z r 0 ° CONCRETE WALL CONCRETE WALL GLUE LAMINATED COLUMN �� TIMBER COLUMN G Q . 2 ui f2 0 A PER STRUCTURAL P Av PER STRUCTURAL �/ PER STRUCTURAL �; _ PER STRUCTURAL a tO v "' P v © COLUMN BEARING PLATE ii _ : COLUMN BEARING PLATE -4 a ° • W Q Q n ° °, - GROUT CD i GROUT ° IX C F- FF ELEV. FF ELEV. I q L _ z - z a 4 �� 2'-11" B-F-F. .* CD ,t- v V o V 1 a " m FIN. FLR, - - - - FIN. FLR �" 1 —11111111 T.O. GRADING Z Cs) e.,-• w 111111 11= -1 I I---I i U U U LE 4 b ° . ,�, 1. 4 " .' -_ - __ _ - �' — _ � � 114)11 a 4 1111111- ROOF BELOW PER PLANS p . v ROOF BELOW PER PLANS T . . �\ lIf-(I1 Iil-III-SII fI 4 '1=111-III-J �I 1--I 0 ›. ° ° d (N) CONC. DECK AND ° ' (N) CONC. DECK AND3i1 II � ,O V o � tr� - d. _ N FRAMING PER STRUCTURAL �` FRAMING PER STRUCTURAL lim '� 1 .. A .' -�— NC. WALL _ N N WALL ' 1,-0„ /' lz �" p J g PER STRUCTURAL URAL V PER STRUCTURALO cri D. / J� A. FRONT VIEW B. FRONT VIEW FRONT VIEW a V CC A. SECTION VIEW A. SECTION VIEW COLUMN BEARING PLATE c. CONCRETE WALL BELOW CONCRETE WALL BELOW 3/4 CHAMFER, TYP. lin KNIFE PLATE CONNECTION PER STRUCTURAL DRAWINGS E o ..�, •fit • :..:.:..,:..?:.. ".. COLUMN BEARING PLATE PER V KNIFE PLATE CONNECTION : �I� • PER STRUCTURAL DRAWINGS - KNIFE PLATE KNIFE PLATE CONNECTION PER STRUCTURAL DRAWINGS _I� -- CONNECTION r. ' PER STRUCTURAL DRAWINGS L J.` :,,: A.,. ':-..-:-:-"<:1,,„. STRUCTURAL DRAWINGS N •� ,°.I�_: � . ■�ult■�,`:. GLUE LAMINATED COLUMN • ,I� ��';•:�.�..`'. PER STRUCTURAL �; $� i,-::. % IIKNIFE PLATE CONNECTION II COLUMN BEARING PLATE PER .Mi - _ AND BEARING PLATE I� DRAWINGS ! '. I'• 3/4" CHAMFER • PER STRUCTURAL DRAWINGS / STRUCTURAL DRAWINGS MI PER STRUCTURAL TYPICAL rI TIMBER COLUMN AND J 3/4" CHAMFER TYPICAL II 3/4 CHAMFER TYPICAL 4 CONC. CURB .. BEARING PLATE PER 3, r:` • :;;`,:;'`� �r ` ;"y ',.•,..` TIMBER COLUMN EXTERIOR STAIR & I A I W/ 3/4' CHAMFER, TIP. STRUCTURAL PER STRUCTURALRAMP ENLARGED L CA.%) PLAN VIEW PLANS AND DETAILS ' ' CONC. DECK © F,F.E. 4" CQNC. CURB B. P LAN/ VIEW B. PLAN VIEW A. PLAN VIEW B. PLAN VIEW W/ 3/4" CHAMFER, TYP.wA1.2 S CONC. DECK 0 F.F.E. ,, 9 TIMBER COLUMN @ CONC. WALL 10 GLUE LAMINATED COLUMN @ CONC. WALL COLUMN @ CONCRETE DECK Oil) TIMBER COLUMN @ CONCRETE BASE JOB NO. 180140.01 7 ' 1.2 1 1/2" = 1'-0" / = = 1" = 1'-0" © 2019 CIRC F.C./CIDA ALL RIGHTS RESERVED 1.2 1 1 2" 1'-0" 1" 1'-0" a 3 u v 0 11111111111 i.i eD 4 lir _,�_ ,_ RCP GENERAL NOTES �` ��, ,`, 1- LIGHTING INDICATED ON THIS PLAN IS FOR DESIGN INTENT ONLY AND IS L£StE JONES `� CONSIDERED A DELEGATED DESIGN SYSTEM. THE CONTRACTOR IS • \/ `/ RESPONSIBLE FOR DESIGNING A FINISHED INTERIOR LIGHTING LAYOUT THAT COMPLIES WITH RECOMMENDED LIGHTING LEVELS PUBLISHED IN THE t‘ion OR 113061 �1. .0/0",,,, CURRENT 'IES LIGHTING HANDBOOK' FOR THE FUNCTION OF SPACES 14 ,• \/ ` INDICATED. CONTRACTOR SHALL SUBMIT A PHOTOMETRIC STUDY WITH OF i COMPLETED ENERGY CODE FORMS INDICATING CODE COMPLIANCE AS WELL AS PROPOSED LIGHTING LAYOUT WITH ASSOCIATED PRODUCT CUT SHEETS FOR ARCHITECT APPROVAL. SEE SITE PLAN GENERAL NOTES FOR REQUIREMENTS REGARDING SITE LIGHTING (VERIFY). �` 2. MEANS OF EGRESS ILLUMINATION: CONTRACTOR SHALL INSTALL EGRESS LIGHTING SUCH THAT A MINIMUM ILLUMINATION LEVEL OF 1 FOOTCANDLE IS MAINTAINED AT THE WALKING SURFACE ALONG THE PATH OF EGRESS, if INCLUDING EXTERIOR LANDINGS AT ALL EXIT DISCHARGES. MEANS OF EGRESS LIGHTING SHALL BE CONNECTED TO AN EMERGENCY BACKUP POWER \\ SYSTEM (TYPE INDICATED ON DRAWINGS) AND SHALL OPERATE FOR A MINIMUM OF 90 MINUTES IN THE EVENT THE BUILDING'S MAIN POWER SOURCE IS INTERRUPTED. vi vi n // \ 3. LIGHT FIXTURES IN GYPSUM BOARD CEILINGS ARE CENTERED UNLESS �_ DIMENSIONED OTHERWISE. w Ix EXI'•'ING T� w 1.82 RSMAIN 4. COORDINATE PLACEMENT OF DECORATIVE PENDANT LIGHTING WITH ARCHITECT cc ca AND OWNER PRIOR TO INSTALLATION. z w f y o m •\ LEGEND 1O1 ROOM NUMBER \ _.................ii.............i....A D 0 0 NEWLY EXPOSED (E) WOOD CEILING Lu` \ • / :. • ,- • • OPEN TO STRUCTURE, PAINTED .. • it :::A:: STRUCTUREIHEX€ TIG` / MOUNT LED FIXTURE, MANNING LIGHTING, PLINTH r ROUND CEILING FIXTURE, CC-096, 6.5"H X 17" DIA. WHITE, i, • , • 0 WT, 3500K. BRIAN SENYO (REP) 503/09.2334, •1 All°411( BSENYO@NIC-MAIL.COM iNN '. .�?-- -_ / 34" DIAM. SUPSPENDED LED FIXTURE, MANNING LIGHTING, `r O CP-154-8X22-PT-P216-35-DO-120-WH, BRIAN SENYO 11 , _ 1". (REP) 503.709.2334, BSENYOC�NIC-MAIL.COM 61 HEIGHT HEIGHT of �` EXISTING _--so _ '•U . EXISTING 34" DIAM. SUPSPENDED WET LOCATION LED FIXTURE, MANNING U '` r �` LIGHTING, CP-154-$X22-PT-P216-35-DO-120-WH-DAMP, ARCHITECTURE EXISTING TO ADD EXTRA SAFETY CABLES, WET LOCATION LED. BRIAN SENYO REMAIN - • (REP) 503J09.2334, BSENY4C�NIC-MAIL.COM ENGINEERING '7:M OTYP- PLANNING1) INTERIORS • • . -'� RCP KEYNOTES 1 I I STAIR STAIR 1. �: _.I1 . �. ... 1I JI 1 .. .; ST-1 ( 158:5 SW 72ND AVE SUITE 200 ® O 2X4 ACOUSTICAL PANEL- APPLIED DIRECTLY TO CEILING PORTLAND, o R E c o N 97224 0 4 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 EDL±] • ENTRY FAX : 503 . 226 . 1 870I— I )-i I :.La n I' iii I too WWW . CIDAINC . COM ROOM I I . . Ik I 003 .1... •.. II�' ... :' II ', ' I I!: 11 '11 '•. 1 HEIGHT „ . ; VARIES • BASEhEN . • E A EI IE,JT _ SIOR GE ST FACE ( oo ] oc 1 ....•.: ..-. HEIGHT -� '. ' •- � VARIES '- - • - Cill) fEIG -IT _ a • CC " (AR FS ` : `a :.+ ..SILL.PER, 'a - - ' . ' • = 1111) .. ' a ASTRUGTI IAL . . . ...•::. ,._ , 0 >me LLI -ILO Q Z o h- O NORTH NORTH W Z Ct N 0 0 REFLECTED CEILING PLAN - BASEMENT Si 0 REFLECTED CEILING PLAN - MAIN ZM r o Mca a 1- id= Q C3 0 ce r o 0 Z ) V o W Q Lh >- I- z 04 CC Il 0, • a 0 U V - 12 REFLECTED CEILING 02 PLANS ,,, A1.3 .... ., JOB NO. 180140.01 0 i° ©2019 ODA, P.C./GIDA ALL RIGHTS RESERVED co 2" RIGID INSULATION ./ 6„ en 4 EPDM rs ROOFING M r --- - -- - ROOF PLAN GENERAL NOTES do- LIME JONES t A , �'- `�. 1. ROOF SLOPE SHALL NOT BE LESS THAN 1/4" PER FOOT • 1 1 I I I 1 [ 1 ' T i ----1 . ii , [\ , , , ,z ,m , ----- ............. t‘CAND OR t13061 • / / , j i I 1 ; • pF r A /PLYWOOD7 • • // SHEATHING • % �� • • S. / I„ 3,, ,. 2" , /, i. LEGEND • -1'\: i \ —4 ROOF SLOPE & DIRECTION /-1'-'4 / 1 FRAMING PER STRUCTURAL /� % °DS DOWNSPOUT PLYWOOD SHEATHING i • v' it/ ; °CD CANOPY DRAIN -- PO Ir T.O. (E) PLATE °' CONTRACTOR TO VRY. HEIGHT T.O.C. = TOP-OF-CONCRETE ELEVATION c z i I31'-0 A.F.F. T.O.R. = TOP-OF-RIDGE ELEVATION z o AIR AND MOISTURE BARRIER ' / X.X.X. T.O.E. = TOP-OF-EAVES ELEVATION 3 71 o m / FURRING PER SIDING MANUFACTURER ` I I y ----- LINE OF WALL BELOW Li cs) 01 -1-... CEMENT FIBER COMPOSITE VERTICAL SIDING in ) o n ij o/_ (2) 2x6 TOP R W/ 16d ® 12" O.C./ i INDICATES NEW ROOF OVERBUILD AT (E) ROOF j Q%/\ 1 i / PER STRUCTURAL DRAWINGS AND DETAILS THIS SHEET 0 -N • TRUSS JOIST @ WOOD STUD WALL 3" = 1'-0" 06121-04 • • p © 1 't KEYNOTES 7' 0 (N) ROOF STEEPLE -- SEE SHEET A4.1 • • /IP7/ / / / / / �/ / • 411,---• ' 0 (E) ROOF TO REMAIN I\ , ':---------- CONT. METAL GRAVEL ISTOP AND FLASHING • • ' © (CONjLOR ROOFTO --MATCH TOPADJACENT.OF EAVES TO MATCH (E) ADJACENT. •• � • ;r, STRAP PER MANUFACTURER'S \• / Q (N) PRE-FINISHED 24 GA. SHEET METAL GUTTER. PAINT COLOR TBD. - RECOMMENDATION •• �� el a • SHEET METAL GUTTER -- ```.. ' © (N) EXPOSED TRUSS, BEAMS AND COLUMNS PER STRUCTURAL DRAWINGS • 0 � ATTACH PER MANUFACTURER'S ` a RECOMMENDATION `�`. %� BUILDING OUTLINE61 ° O 4 4 ', 3" / 2" /� ��.�` i.•P .� e .`- ' " i 0 ARCHITECTURE • 4 ° �` �' -- -� ENGINEERING DS T.O.E EXISTING (N) ROOF AT BASEMENT - - SEE DETAILS THIS SHEET. 0 REPLACE (E) ASPHALT SHINGLES. PLANNINGI) Q • T.O. O PLATE CONTRACTOR TO VRY. HEIGHTNg 0-I- DSI - .4 - 10'-O"± A.F.F. illik © COLOR: TBD INTERIORS 4NV1r -�_ - 9 / T.O.E (VFY) 4 °a 15895 SW 72ND AVE SUITE 200 4 DS © PORTLAND, OREGON 97224 d TEL 5 0 3 2 2 6 1 2 8 5 a ° 0 FAX : 503 . 226 . 1 670 V t ---.4 WWW . C I D A I N C . C O M 0 INTERIOR (N) CONCRETE WALL PER STRUCTURAL O d 10'-0"t A.F.F. a a( E) CONCRETE WALL a . .` T.O.E (VFY) L —I ©a DS O A1.4 = a T.O.R (i.) 4 CC 4 HI Q GUTTER DETAIL @ CONCRETE WALL °' Lli SLOPE 1" SLOPE 1" o CC = 3" = 1'-0" 07710-04 d; J PER FOOT MIN. PER FOOT MIN. N r� L' ]'-3 1/7" AFF 0 1 , _ / T.O.0 e O )0. W 40 12'-1 1/2"t A.F.F. , W Q Z ,, glir lom 0 • C ad ° s , a Z ' w1'-3 1/2" A.F.F. ` 4 • a 44. ---- _� a a aad e a d 4 ° °T.O. WALL , I \ 4 . C° ° 4 C 4 a. a a aa . d , 4 d ° 4 M VC\I 0 Q 4, a a A 0 d a a s a d c a a .a ° a. 4 ° c a • Q Q �r g 1/4" SAW CUT-- FILL W/ d a 4 4 4 '4' .. a 4 a ' M .- CI a HARDENING SEALANT Ce.....______ --- e ' < M < CONTINUOUS REGLET NORTH W O SET IN MASYIC ,1'° ROOF PLAN • rn f= 41- Q2" RIGID INSULATION (N) ROOF AND DECKING 1/8"04? = 1'-0" CONT. METAL FLASHING a 3" PREFINISHED 24 GA. SHEET METAL GUTTER w V 0 `� \ EXPOSED JOISTS PER STRUCTURAL �`� a CONCRETE WALL PER STRUCTURAL �- - ~� ,_ EPDM ROOFING SYSTEM >Pm c4,1 {N) ROOF �S'� ��..Itirse. °� (BEYOND) ��. >. ��r .0111 a a�� Lal _ 2 RIGID INSULATION P.m s / Z • ~`=s '. • PLYWOOD SHEATHING --/ g !. CC PE-FINISHED SHEET METAL EAVE FLASHING. SIIIILAP UNDER ROOFING. CONTINUOUS CLEAT a EPDM ROOFING SYSTEM -__-- BEAM 4. PER STRUCTURAL CONTINUOUS PRE-FINISHED \ 4" X 4" SHEET METAL GUTTER. 4 ROOF SHEATHING BEAM PER STRUCTURAL PROVIDE STRAP ANCHORS AT 4'-0" OC TYPICAL a FRAMING PER STRUCTURAL DRAWINGS _ /_ ROOF JOISTS PER STRUCTURAL ROOF PLAN & 3" PREFINISHED 24 GA. SHEET DETAILS PRE-FINISHED SHEET METAL METAL GUTTER (BEYOND) JOIST CAP -- TYPICAL Alt4 ; 0,30 ROOF @ CONC. WALL SECTION @ TRELLIS0. EAVE DETAIL 3" = 1'-O" 07710-07 , „ „ 700 JOB NO. 180140.01 19 3/4 = 1 -0 3” = 1 -0 DTI.-507 o ©2019 co, R.C.ADA AU.RIpfTS RESERVED w en ELEVATION GENERAL NOTES �` O © © O I ,� 0 0 0 1. DEPICTION OF EXISTING CONDITIONS BASED ON PROVIDED L r 0 0 0 0 0 0 DOCUMENTATION. CONTRACTOR TO VERIFY ALL CONDITIONS CLESIJE IMS -47. -.±„,- • T.O.BEAM A.A.F. SHOWN OR IMPLIED THROUGHOUT THE DRAWINGS AND NOTIFY ifk gyp/ OR II II I! i! III 0 14'-10 1/2"± ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCY. f1�116 - / 2. CONTRACTOR TO FIELD VERIFY HEIGHT OF (E) OPENING OF _ T.O.BEAM A.A.F. DOORS TO BE REMOVED PRIOR TO ORDERING NEW WINDOWS. OF % 11'-9 3/4"±/ T.O.BEAM A.A.F. - 1 - _ \ 9`-11 1/2"± LEGEND 1 III IIIIII HI !, 1 - ' [ ill N T.O.PLATE A.A.F. AI I J- (E)9'-8"± NEW STOREFRONT - SEE SHEET A5.1 z � jii E (E) ' (E) (E) III ;E; ,E, x j T-O.BEAM A.A.F. OX NEW DOOR TYPE - SEE SHEET A5.1 W �_� ---- I -- i 'i ___'I i 1 I IIIII • I 1'-3 1/2"f I`�" `�I _ .� '"'��-p lila • • A. �' • .` • FIN. FLOOR (E) EXISTING FENESTRATION TO REMAIN _ y T Yy, I N 1-�3�1 : `I w _ r11=11. r 10 ^ __ __ �'�� ' - - _ _ u=II=11^Il=il=Flll=zll. Ilpll ll �lrl°-II �I=1�r. .IIoIL .11. II .11-11=#I If IIx=11 :fl�ll= ill. �� .-.1111- .. . - - - - . . . . . - - -11 11=11=11=11=1f-r1(=ii1=1=r\~-ii 110=11=11=11-n,•-noii=ii#41:11*ii=tr-rii=iNgii«-ii=ii=ii=ii=iiII-11(=n JI .II=IMI II. . v� e4 ui .. .r1. A-11-1r. IL .I� .III�. .1111. .11=11=11�=1111-rr-1r-71-rr:71;-11-rr-1. .limon`-11:--11=11-11=11-11-11-•11-1r-11-.11-[1=11-11=11t=11. II Irl=rl�IL .rL 11-IL .IIx-11-11-11-x1. .11-11-11-11-11-1111=1r=1l�ll-llrll �� _ _ _ _ - _ _ _ - - - _ _ - _ _ - _ _ - _ - - - - - - - - - - - - = � #. � 1= - moo = _ � _ _ _ _ = _ _ ELEVATION KEYNOTES v) ,_ ..-11. .1. .1E .11. _I .11. 1-IL Jr. .ll. .11-ri-11-11. .11. .11-11. .Ik0=11 .1111. .11. 1. .rl-l�.^Ir-n-rr-a-rl-u-leu-n-il-u-a-u-u. n. n. 7r�u. .II. .rr-11. II. tr. .n�ll. rl. .Ir. II. .II. 11. .11. .11. .1E 1!. 11�11. .Il. .II. .II. . �1=I1=11=f1=1[. u=�lr�u=u=lr=uu=rr.-11=u--rl-lr-n=rl 71=u=n=u,u=ll�lf.=.11, •= .^ _ •^ _: .-rr-u:: - = = = � '- = .= = = ^ - [= ^ �1-u-u�rl�lr�n�u�ll�u�u=rlt=u' I ) E (E) _ _ II II IL .II 11 n. . . _ .II. .n. .11. .11. .n. .11-II 11. .11. 11. .11. Jk1=I11=11W11�-11 .II .11 .i _ . - . m Jr=11=11=11.-1 .Ir. 1=II:11=II=11=rr=11= 1n-ll=rlll=lrrl=n=11=rr--11-- --11-11-1r11r11111(=11=11-1I1111-r1=11=11011=111=11=rl-fl=llcllr-1r=1111-i1-11-11-11-r1=11e=11=111=n-11-1111=11111: -1l.-11-11.-11-11 1-�IE-I1=11=11. .11-11-1r� Ir11-r1-11-11-f1=11-11=1. .II-"IL"'11'-:11=11=11-11-11-11-11=a11.-r1-11-III-tI.-11-11-11. .11. ,II. !L .110=11. 11(=11-IIF=II(=11-It-II:JI=11-11-11. 11. .11-11-11111--:11�-11. 11. Jl 0- i =11=11= Ir= =11=1=11=11=11=11= 1=11=11=11=11=11,111[=11=11=11 =.n=1.= = .= - =f _ _ - ^ = '= _ _ = = 1 = r= I=11 1111 - c`' '-.41=11=11•=11=111111=11'.11. .11. JII I = I. ;, .i r = - _ _ _ _ _ _ _ _ _ _ I. Jk. .II. .[k-11. .1; .11. .1E 111=111f.[I-=I=11 1.=11 11=11-11-1L If. 11�-kr 11111. .11. lk. 111= kl. .II .II. .11t=€, 011. .1 ;-11,, .I. E SIDING TO REMAIN -- PAINT TO MATCH N SIDING a 11 11 �Ir11-11rr--11-11-[h-II:�--1111. .11. .11-.11-11-111-rl-l[-•II. rr. 11. .Il. .II. .II. .Il. .II. .I[. II. .tl. II .II. ,fl, .IE ,II. ,11. .11. ,II. Ilr-lL .11. .11(=1r-11111111. .II. .II. .11-1r. II. II. .rl. .rl. II. .Ilrn. 11-11. rl�[I. _r.1-1=110-11=11=11=11=11=41#1,-114I011=11=11011#11.=I1=111=11=11=11=11=11=11=1111=n=11= =[1-11= _ =1= = = _ - - _ _ _ _ _ _ _ 1�1-n�I 11-1i-11=1111 n=1f=1=11.1111. O _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ir II ,1. ,1. 1. II .If. :;i1 1.-11:-:rL-n. = 0:11 -IE r�I. .lE JIM,-11. .11 .1 I- I- _ r. _ 1 z - �: .., �.: ... ,0000,. .,.., 0000 . _ _ ._ ... cp dr.11-1-1[-1-11. 1[:•-II--11--1r. I^ [k�-11111:-r1-11^11-11111=n�=11�=1f;--11--'ll-ll:-:nn-1111�r. JI,n-11-11-11�•-nr-[r�•11--:n-:n-,11-r1--1111-n�1[-••11-k11r1-11�1I�lr�II�III1�I11L rli=rrll--ll-rl-l[-11�-Jl-klll11- II- . liMEEVEMIP-WEIVINEMIMESMEIINFASM- - _ _ _ - - - - - - - - - - - _ - - - - - � � _ _ - �- - - _ _ _ � - _ � = � = = c = _ FIN. FLR BASEMENT z. . NFASM Wi-44-44 itat=44=4=44=44'14=.4 .4-! -.44=45=4 allkE .- .44=V - ^44^14-44-44.-44- - -4-44.itEk- 44=4 4-44-44-44=4-44-44.-14-44=44. - . X44=.44=�ti4-. . . 4 .44;.44-44-.4 .CW E �� =I - - _ - - ;-l- _ - 1-1-r 1. u--1l-u� = = = ^ _ -1-1- - - E N CEMENT FIBER COMPOSITE VERTICAL SIDING COLOR: TBD '� . 1. � --k#�ll. .l[ . . 1< - . 1=I-11�-•:n=1111-11.�-1t11=1L JE .I JI. Jr. .rl JI. .rr I .n .r .n. .II1. .IIII rl . . . .rl. .n. .lr. .II. .r .rl.-J1�-r�.1=11:JI:I:7=11=1=1=kr.=l-1=1=n=II=11=M�-1l-ill.•--1-1E�-1r-11--iL.1. .1. .I. r. .1 .1. .11 � l[ 11-1. .11. .II 11-IIF=11-11-11-11-1-11-II-11-1[=11-11-11-11-1-11-11-11=1r=li-rr. 111-1111=11=11 =r=1=11-If-11=11=1[=11.=11=1f 11.=[ .11=11=11-11-I1-11-11.-�.11-1L -1l-ll-rl-n. .IL 11-1E-11-ll-11-11-11-r1-f1-11-11-1r-11-11-11-n-11=11=r1-11=11=11=n-1L - . 101=1 1=111=11 141 I. - =11-1=11=i1=1*III=i1.110.1E 11.= 11=11=1[=11=n=1 •11 II -11.-11-11-11-1111-i-1-1 .l. 11.-11.=.11=11.=.IL=.[r.=.n.=.r-.11=110=1-.1=1L 1=1=1=11=L=1=1-ISI=11=11=11=11.=.1-11.-11-11-11-11-11-x- - -11-[L-1-1-11 © CONFIRM TYPE AND LOCATION WITH OWNER d m _ # 0 (N) TRUSS, BEAMS AND COLUMNS PER STRUCTURAL DRAWINGS I i W rn rn 0 0 0 0 0 (E) ROOF TO REMAIN Q - N _0 0 0 0 0 ---(N) ROOF SEE ROOF PLAN FOR OVERBUILD AREAS ® (E) ROOF p \ .- ^ o 8 21 18 0 - N (N) ROOF BEYOND -- SEE ROOF PLAN FOR OVERBUILD AREAS ® (E) ROOFWEST ELEVATION (6) 1/8" = 1'-O" O (N) ROOF © (E) BASEMENT 0 (8) (N) CONCRETE SLAB PER STRUCTURAL (9j (N) CONCRETE STAIRS 10 (N) CONCRETE RAMP PER ADA REQUIREMENTS 0 0 (N) CONCRETE WALL PER STRUCTURAL 0 0 0 0 0 0 0 0 0 0 (N) 4" CONCRETE CURB T.O.BEAM A.A.F. s. 11111 II 11 11 III / 14'-10 1/2"± ® (N) LANDSCAPING -- GRADING NOT TO EXCEED 6" BELOW F.F.E VERTICAL HEIGHT T.O.BEAM A.A.F. s_ 61 / 11 -9 3/4"± 0 (N) STEEPLE -- SEE DETAIL 5/A4.1 T.O.BEAM A.A.F. _ .._ ... _._............ .. .. •, Ii [____ I / 9'-11 1/2"± 0 (N) WALL TOP BENCH -- SEE DETAIL 5/A1.2 ARCHITECTURE ii, NHl 11 11 1 UHF! 11111 X1111 1111111111 1 I 111 11 ; I 1 llla ~ - N. T.O,PLATE A.A.F. ENGINEERING (E)9'-8"± 16 (N) CONCRETE COLUMN BASEU PLANNING E) {E; (E) 1111 (E) (E) (E) (E) (E) ! (E) ill (E) \ ] il-. 0 INTERIORS (E) CONCRETE WALL -- CONTRACTOR TO VERIFY PARTIAL DEMO AS R /�rn `, T.O.WALL A.A.F. REQUIRED FOR (N) ROOF __ --e-71 7'774r 1.` -I - Ii-- Z 1'-3 1/2"f 00- '^ 5 - 911 WIRE (N) LOCATION FOR ADDRESS NUMBERS. ALIGN TOP OF NUMBERS WITH 15895 SW 72ND AVE SUITE 200 ';�T+ ..� W r."' - FIN. FLOOR0 PORTLAND, OREGON 97224 1r • 0'-O•• BOTTOM OF ADJACENT MULLION. PROVIDE TEMPORARY ADDRESS SIGNAGE ---"' --- ,,,ft---rlf a 1 III=71'rr= lWl' ii=i '� y +!f r ?:'$ .. TEL : 5 0 3 . 2 2 6 . 1 2 8 5 11=ii'=1f=m=71-71=;1. 71=n: 11 kl 11011- .i. .. `` AT (E) BUILDING VISIBLE FROM STREET. -"..rte=11`711=-11=11011=111=11 ii 11=0= 11=11=11`-1. ++'• w'•.. FAX : 5 0 3 . 2 2 6 . 1 6 7 0 i - ___-� ----___-- ___�-_I __----- _ _ _�-'�:IE'=.u=11^IIOII�Er-^null^Ir^Il 11=ter=11=11"11=11=11=r 'rt-. ^ _ _=ftirF �l lrlii=l1 *ii*ii*E1 1.=111=Ir.10 ii*i111::iikl1I=11=1111=1111=11'Ir71'011=11'rl11=11:111=11 19 N OVERHEAD DOOR -- SEE DOOR TYPES 3 A3.1www cInA I Nc c o I4 j (E) ill (E) (E) (E) (E) (E) ( ) (E) (E) _ r.,,_L 11=r1(=EI^I 7llrpii*. n=n=71'-11-11=11=lr.=1=1=!10=11 1171:R7r=11=Er111F=11nn=11= U ( ) /[1 -n=.7111111-• 11:=1P-•-1101101P=11•==10• .�I` 111=11=.rl-nD-n=111=71:= =[-1r 111-1[011=1--7f=71 liE .'Jf-u-11-n=111r tf=11 71=n :11 1 n �-1r-11.-71-110=11-1111 Jr �i :n: 1rPIra1O�r�r . -'- - 1 7f-111 116-n=-II .Ir Ir=11 7r=n=7rF=1f.=71=11-W=11=1[ n=11F=1r=11.=11=11=11(=11=r1-1=n , . . 0 0 :�: - - ";- - -�J :. :1=11.11'= 11111=11111=n=l1*1Pr- =11=11=.11=11:11=11=:x1=1f 11=71=1r 11=11=n=11=nF=.1r-11.=1 (2-0) (N) 3 PREFINISHED 24 GA GUTTER, TYP. .� � ,.' , , ' ..,. •,. .. .n. IL 1rII Ir 1 rl II--1 1-11 .II n1-II. II .!I .II-11--n-1# 1C II. .If n=n lr .rr=n:11-11 7r . :.• ' •I .1 I 1 710=11 71071`=1. _ F= n 11 n-it~Fl=lr 110=1- 11 Ir 110111-11. .1. .n.-1r - - _ _ - _ - FIN. FLOOR �. 11 lr 11`11 n n�=m-1r. JE .i 11�1r Ir 11�1r�=n�1-n=nen=7r=r�rrl�ir.kr nn-rl-n-lr ��Jlral 1#.-11.:11111-�rl.;IIP•�11=i1.-111-11 it=i1. #i=ri=11 -1r- 11=710=11-1r-1111-k17[ 1111= - - - - - - -� - - - - - - - _ _ * - - - =11=11P11=11=111=11=11=11=11=11=11=11=111=11=11=11=11=111=1E BASEMENT 0N 1 1 2 0 PIPE HANDRAIL TYP. _ _ � .�= :^: T = W = - ...• = :: :W 11=1= � = � � � �11r: '1-1=T-- � r �[:�=1=f.: � .T.-T- ::1: -�11= =T 7: 7. �>E=110 - -I1-1-1- , T 7 7 1=0 .10 #11= 7 1 10-11 _k1t=110 �7 T. .! . _ �. ;,„ �. 1 1. .1 ,„ :- ,,,, _ _,, , �• _ _ _ _ 1 _ _ _ . . - . , ( ) t ) / - - - _ _ _ _ - - - - - - - -1,..., .,. _ :^ :^• G ^110-' �r�1=11=I= _ _ _ _ _ _ _ - - - - _ .:_ � _ 11-11.-11=,IC-n=.n. .r1. .rr 1r � Ir-�Il-�lr: �% 11. .1 .11. 11 11. :11. [111. 1I. It .IL ll. n� lr 1r 11. 71: .11 1r. 71.�Il: 1<. 1r. 7ril--.1r-•<II.-=11.--11:--:rr1--:ll:ir^Il.^^ll�-•:r1=II. .II. !. n. n�•:11 11`-�n. 1r=1. n. r1. I€ _ J1 f I ,_ .I !f :If if .n1111 11 11071011 .n1r-771 .If. I 1>=1' 'ill .r[� 11 11. lr 11. .lrt=7L .11.11. --1-.1-711-. 7-1. Jl .T.-7- 7r^-1F= t I- . .11_1 10=10= .11=171= .T.-.1-7-1:[-.1 11-. .1.=.1=1= 1 1-1-1=1- 1'1=11 .11. 11=1 1= 1�I - 1110 T Tr-C:11:11710=11.710=11-71.-110=71=11-1 710=710=110=1. 1= Ir- - 111=1=1�=if 11--11=Ir=11 .II=r1=11=1f I I I I 1' I I I I I I 1 1 I I I I I 1 1- 1 1 I 1 1 II F-1-1 1 1-11 T-I " " -I� "- "- - "I -I' F - -1- C) 0 0 IC ® 0 p I 0 NORTH ELEVATION V 1/8" = 1'-0" o › w L' I Q o 0 0 O - H (� 0 0 Zw T.O.BEAM A.A.F. cc N cc 14'-10 1/2 1 Ci Z r / \ 11111 II II 11111 0 T.O.BEAM A,A.F. Z c ) E 11 -9 3/4" CC T.O.BEAM A.A.F. \ a C Q 9'-11 1/2"± cc o 0 W . . ..... , T O PLATE A.A.F. \ ' HH ] 1 I f [ 1 11 ,1 l 1111 , 0 0 0 / 1= (E) (E) (E) (E) (E) (E) (E) (E) III (E) (E', E 1 / • w C) T.O.WALL A.A.F. O _.__-,_ --- i 1'-3 1/2"± � -��- . .:..-. �,.I. >im �. . . `-___..._-- - ------ ----- --- -- • � T.O.WALL A.F.F. ... .: ti' • '- - :j it FIN. FLOOR __ 4110V \ HI I I 1111,_ , FIN. FLOORII I � 11 l ,_ _ - 8'-6" 1 1111 111111 I H1HI• ' F... T.O. E} C.WALL :II'.=:kr--11=11:=`:! `=:11=[ ;II� `T.=l-llama .F:. '"• • 1 • 1 t-7f=- ' } E=.I1=11=!l=1I? 11=11=g11. .11 .11, 111--11=110=11=11=11=11=110=_1-11..+ :' .: :.:••..:.... DCII-11: / CONTRACTOR TO II=l1=11=11=1a. .Il,J1=ll.-JI.=.1=11=11. 1-.11=110=11-.=1=11-11-11. .111. E (E} (;�) 1 (E) (E) (E) (E) I (E) (E) E, E 1-11:110 . (E) z 1.=11-110=.11=11=�:11-11=11=a=.IIF=110=,110=11=I1=11.-110=.11. 111=1T,110=110=1[ 11�II rll. I �` VFY. HEIGHT 1:=:11:=1k:11:1=:[L=1:11?:11:=1:11:=:II:�f-II:111111=1Ilcfralli.[Lr=LIC.ll.11rl'llalal:=l7l=[I:ILII .'' x • �_ �� _ 11=11=1f=,':.':;:.�: (E) lu�) (E); iiiiiiii _ _ _ = _ _ _ = _ _ _ -. .`. _ -- -,� �;- .� 11E=11x.11 - y ____ -J� '- 11=111=11=11=11=11=1-! .II-1=1(^11-r-11-11-11-11-11-111-1F=11-11-11. : �-•'�_- Cr - Q . . . . . . I� �• - , ,- Y' • 11_11=111 "� �� 1 %' ti :..,. 0000 a 0000 - • : - • ., .,.-. :.. :�,.: .. - • . .' ••. .�. �� 'i,' -'r�` _ � �' 0000 Z - i 1 ..!.f.. tlt✓.II-11-11--I I-rk-11-6-11=111=11:=1111=11r--11=11011i=11=11=11011=1111 :ti: ; • C � = i •� Vii.• �. 1171=111. - - - - - - - -1 - - - - I --If11'-�=1101. �� :�1. .• .-� .1: .[I :Il: 7-1f :1: 7. .[[ 11 r 11. 11. .1 .n 1 n- 11'-1 �`w 11. 11-111- • • -:I - - -i =7_ � �7171=71�1iC71-rr I�, ��, .. .�°.•. ��-..:° FIN. FLR BASEMENT , .~:: FIN. FLOOR 1=n 11=11.=11-.10=11=11, rr�l 11. lC�r1:7r . �. `� �' .�.-., . . �•��; � �� . :,i La r � r ,: : u •1r r � r a 1 �� >C � It= � � C:1 rr�r. 0000:' �`�.��0'000 .. � ��.:-.,:.:�. u. 7f. rr n. 11=-II .rl rr�r .T�rr-�-.. .71!€ n rr. r 7;��. .rrl�h�r1�11. . �`� ..: : ; . ; . .. , 0000 .. - - - - - - •- - _ - - _ - _ - = E= _ - _ ,�-• .- _ - - - - - - - - - - - - _ - - _ - - - ,0000.. _ - - - - - - - y :11-n-1r= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _lr _lr 1f_1r 7. . 71. 71. 1 .If 1r. 1- .i`l�ll�r-ll. .11=1k. 1. .11=1r. 10�. rl-1 1. .1. .11x1. 1. .1. .1E I. .1r. .1:-1C 11. r .11. 11 .!r 71. .11 .11. .1. .1. 11. 1 11. .1 11 .111=u. .1. .1 .1. .u. .11. .1. 1. .11: 1 .1. .�1r. 1. 1 1. .1. .1. 1 . I�n. �1. . 11 1. J. 1 .1 x1. .1. .1. .1(= E 10 4 (E) BASEMENT .lI := _ _ r.. � � - • F- - _ - - - - = - - - - - - - - - - - - - O - - - - - - - - - - - - - - - _ _ - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - =11-r1-I-11-.1_1,... +..,1^ ,.. ,.,. _1_1=1,..- ,: ,=1= s ... _ :� --- ... _ _ _ _ _ _ � _ � ._ _ _ r= _ - - II-11=11 I I I II I 1r II. II-f1. .I I f II .II .I. Il .ll. rr-11=11-?Ir-=11-IIIfll :ll=lr=11=11= _ _ .•. :=^ n. 11. I 11. Il 1. 11 1-I�7f-1-1-1(=1=11 n 1-11-r1-1r If. 1. 7r-110=710=11-1-11-11-11 .II. r 1-1-11-(1-11-11-1#-1L 1-1111-11-1f-.11-C=11-71-11-11-11-11-1f-.I#-11-11-71-1k-1-1f-11-11=11 71=71=1=11-rr=11]I=11011-11=11-II .f1--II-- 7t :1x =1101E11: 111:-11 .11 ." rr � 1=n 11. .11. 11 1 I.. L.. .. F r.. � � [ - - - - - 11.-41.-1I-.1.-V-.11!--.11=111.=4=11- - - - - - - - - - - - - - - - - _ _ _ _ - _ _ � _ _ _ _ - � _ _ i �- � _ _ - _ - :� i= »... _ � �_.. _ _ 1= - _ _ _ ,_ ,- = _ - _ ;_ „� .-: _ - 1 1 .1. r- - 117= JI. .11. .li-1"'u-u"`u°"-'u. .1r11 11 .n .Ir. .11. .u- I#-1r1n-r1. J1. J1-11_ II. .rr. .II. .IIIL 11 .II !k .11. 11-11u. 1. 11. Jf. .11 --.= = - =;1'JrJ1,n. 1 n 1r rr r1 n !I 11 lI 11 Ir 11011. 71-T.��11. T 1: .1. ' ' .1`-71 1. 11. .1. .11=1r ,1. .1rF�l. .rE n. ,11. .11 .11=111=1=.1rt- I= J1. 1. JE .1111. 7. T 11 .11. .1 7. .11 .1x1. 1- n--1-1. . . } _ = R =,_ _ _II -I i=1 ILII I= -I-I =!- C1�1=1- _!_ - 1= - I !_ =I I ! ! ! I I la cv 0 0 c 0 0 0 0 SOUTH ELEVATION EAST PARTIAL ELEVATION ELEVATIONS T,) 1/8" = 1'-0" 1/8" = 1'-0" A2.1 E. 4 ,,O m JOB NO. 180140.01 v © 2019 CIOA, P.C./C10A ALL RIGHTS RESERVED oLD (N) OVERBUILD (E) CEILING ® 9'-6" A.F.F. (N) WALL & STOREFRONT --(N) ROOF & eD 0 OVER (E) ROOF TO BE REMOVED TO EXPOSE PER PLANS STRUCTURE BEYOND r (E) WOOD DECKING40e- LESLIE ,fig 4 t zilk16'-5" A.F.F. igillili W •• • B.O. DECK @ PEAK ‘ND, OR I ,.......- - 1,4, 11 306 ilk 1\ OF 1 9'-8" A.F.F. 9'-11 1/2"f A.F.F. �� L�>E 1 T.O. (N) BEAM ��i� WI T.O. (E) BEAM I -"01 ��a` --•".011�� • f �_ �� T.O.(E)PLATE / T.O.BEAM ',E} SANCTUARY •• ��(I fr' 1 � ' 9,....8.± t6,L m:L�l� e. ,.-. '4 ' `3tl ad T.O,PLATE ----�_ - ,, , .. , ,y, FRAMING PER STRUCTURAL (N)8'-8"± } .pyri'°.:x :,Y HARDIE VERTICAL SIDING I r ETa-ir=n=ll=li'\ _ r=4,.-11---711=11=i1= -1=1 {N} RAMP BEYOND ; E=II=11-11-A=11= f1=a=11-„-1,=, 1x4 FURRING ® STUD WALL v) (E) BASEMENT (E) BASE ENT INFILL PER :nnugnnif=II DEMO TOP OF (E) WALL i 1-=n-E1-a-u=il- PER STRUCTURAL PER SIDING MANUFACTURER V) STORAGE STRUCTURAL �Elllll4]11�11yliff1€ I 111111411i1n-sill, W 1i1 cc -11=I-ii =II=11-x1- E'Italt 0- i "-EI=1[=II= 4,- LL11LL4 :.i r.ii•i • • _ - LL' -II C.7 ::• ••••••••••••••••••••••••••••••.•••••••••••,••,•••••••••• !• -; -rr-.1='-1'•a•'1.-1r+-i ��- =n .a- -f, rr 1-1-EI1E-.. 4i IC i'i'i i'•'i•i•'i'•:s =f-�f�li�l=�.71, 1111-••11=r1�1. rr .h-t1-1e. r °rl`-re=lifr-.r1-1rk1- -1� - -hf11� 1.^rrl � 1all-ll�IrIf111.-r. ' J IJ' • - - •� ..` �.- :.. - - -._ . °_ _!•1�'..-11-rI-IIrlr�rflr-Ie-l7rlufr ..rlIrI, IN-1. - _1. 1'7.'2-Waif-IX•-• !r. 11. Ir. Ir-It-Ir-Ir fr rf rl. 11 rl r ,. .(I I - -11-i1- =11- - - - ��I-11�- .l1- - - - - - -II 1 - - 1, i1 IrA. IirrrYr /r-r1-1,-1r-rl _ _ _ _ _ _ _ _ _ _ _ _ _ _ r - _ - - - - - - - - - - - - - _ _I- -- IE-It-IC=11-II-lI- I-1111=11-. - - - - - - - - - = =II-iI-II-EI-II-lI-Il-kIII-H-11-I€-11-111111- Ii-EI-II it J k€.,.I - - - - - - - - - = TII=11-II-11-II-.-II--II-II-II-€I-11r1lf=il=11=[I=I[=11=IE=i1.=1[' !I Z u-! Il``-u- - - - - - - _ - c e = = s - _ _ _ ... _ _ _ - _ _ _ _ _ _ _ =1={-1-11 II-1i-11.-Il-FIIl-il-I€ EI=11=11=11-.11-II-11'II -,li-•II-31-11--11-I€-li .IE-,11. .11 li .I1 II Ei I€ II 11 11 1€ 11 a FI u n n FI a n 11 u n €1 FI 11 II € 1 1 _ _ _ _ _ _ _ _ _ _ _ _ =11=11=11=11=11=11, - - - - I HOLES I€=i1-EF - - - - - - - - - - - - - - - - - - - - - - - - =1=H=11=11-FI-I€-11=II-11=11=H=11=1f-lI-11' --Ii-Il-13-IIS-R-rl- -u-I[_Ef_u- CORE DRILL 2 it - - - - - - - - - - - - - - - - - - - = =11=II=1=EF=11=11-II-li-II-II-II-€I-II-11-IE-11=1€=11=11=11=1€=f1=1€=31=11-II--I-II 1=i1=4 R-II-II-II-EIII-II-II !F I - - - I=1=11=1:•,11=11=tl=11=ll=Il-[1-14=[I-li-]iII-II-111111=11=13=11=II=11=EIW11=H-II-R-11-if-il-II-N-11-I€-€I=11 II € _ _ _ - I-€I-IE-1 I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - _ =IF=11=41_ _ _ _ =i=11= 11--11=11-11=3=11.1 I1=11-II-11=1€-11= 1-11-F3-11- W � - - - - - - - - - - - - - - - _ =1= =11=1I-II !I-II-EI-II lI I€-II-Ik-i€-I€ 111E €1=1k=il II it I€ 11 II I - - - 11 - - -1 11 - - 11 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11=1 - _ _ _ _ _ - - _ _ = =1=1=II-I€-]I-1i-11-I1-11-IE-II-Il-11Il-II-4F-11=H=11 ll l 11 _ _ _ _ _ _ - -F-•11-II•-II-€F•-II�--iI-I€-�•II Il II II 11 li II N II II II If II IE II II tl II II 11 II fl II 11 II €1 II I! I IQ u--u--n- -11-nu ]1-u-11 n I - - - - - - - - - - - - - - - - - -ll_uAIR AND MOISTURE BARRIER- - - - - - - - - - - - =F= n=u-I1=11=11-11=11'-'11=�1r�--u•-tf11 €1-II--N-IhII-If-u-u-aIt-il II - - - - - - - - - - - - - - - - - - = =11=11=11=E1=11=E1=II-lI-II-II-II-II-II-€I-II-II-II=1€ I u-€]-n-u-Il-a1111 AREA OF INFILL AT � - - - - - - - - - - =1= =1-II-IF-It-I€-II-II-iI-Il-lI-I€-11-ii-]I-II-FI-41-11=H=11 tl AT - - - - - - - =11=EI- =€=If=11-1i=11-I1-II-€]-II••-EI-II-€I-14II-14i1=11=1F=11=11=11=11=kF-II•-•II-31-IE-31-II-11-I€-€I-I€-€I € q I Z 1=11=1€=1ru-tlu=ll-fl-II-II-lE-11-I€ 11=H I€ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =1-E=l=11=1)=11=11.11=1)=11=11=11=11=11=11=11=11=11= - - - - - - - - - - _ =l=I!=lI=IE=II=II-II-II-II-II-€I-11=41-II-IE-EI-II-II-II-If-11-I[=11=11=l1=I1=11=Ir-II € I - - - - - - - - - - - - _ =11=11-II-€I-14-fl-II-EI-II-EI-IC-il-11-11-If-11=1€=11=1€=11 I€ I. - - - - - - - - - - - _ =1= _ =lf�ll-II-II-11-I1-II-11-]I-Ii-II-I€-II-11=.II=1E-11 li -II-R-I]-H-II-II-I€-M-11-11=11=11 tl I I! 11 - - - - _' = =ll-II--IF--II-iI-Ir-ll-If-11-11=11=r1=IE=l1-ll-il-,11=i1 tl - - - - - - - - - - - - - _�_1= _ _ =: _ _ _ _ _ _ _ - - _ ._ _ ,.. _ :_ 11=11=EI-1€-.11=11 .€I _ - - - - - - - - - - - - - - - - t3 I €1 II II II SI II 11 J€ 11 I! II II. - - - - - - - - - - - - - = =1=i1=11=1I-II-H-II-li-11=I1=11=I]-I€-il-IE-EI-11-•€I-.•II-€I-II-€1 I I II EI II €I II I - - - - - - - - - - - =1=!=11=11=11=11=13-II-II-II-EI-IL11=11 411=i1€-€I-11-11-11 €I=II II € - - - - - - - - - _ =1=11=IE-1I-IE-€I-If-€I-•I€-kl-I€-€1-I€-II-I€ !I I 1 - - - - _ =11=1=11=It=11-Il-iI-Il-rI-Il-li-11-14tF-II-II=FI=11 II E - - - - = =1-11=If=1I=IF-II-€I-II-[I-If�11-II-]I1111=11=IE=11 .14 I - - - - - - - - - - - - - - - - I-lf-n-ll-1€-a=tE=1r II I _ _ - - - - - - - - - - - - - - =I-n-FI-II- RELIEVE - - - - - - - _ =i1=11-k1- _ _ _ = =f l=1-IE-11-II-11-IF-11-SII-II-ii-il-II-II-IElI-I1=11=1€=11=1€=11=1f-II I 6 O O.C.0 C . � - - - - - - - - - - - - - - - _ _€=€I=1=ll-Ii-11-II-11-II--II-If-II-II-ll-1€=FI=1f=11=1€=]I Ik II li 11 II €1 1 I 1 - - - - - - - - - - - =11=11=1i-11=Il-II-II--II-fl-Il-kIll-fl-ll=it=11=11=11 EI I € - - - - - - - - _ =€-II-1[-II-II-Il-11I{-€I-II-lI-Il-it=1l=[I II - d �] =1= =ti-11=II-It-11-II-11 €€-ii-€1-11-41-11=k1=11=€I-11=k1 II r - - - - - - - - - - €I-If-lI-Il-lI-II-11-Il-Il-fl=€€=11=1E il € 11 - - - - - - - - - - - - - - - = =1__ _ � _ � _ _ _ _ ... _ ._ _ _ _ _ _ _ _ = PLYWOOD SHEATHING - - - - - - - - - - - - - - - - =1= - - - - _ _ _ = =11=i1=1 FI i II II II Jl EI II it II II It EI IE 11 I€ 11 I[ II 11 II H - - - - - - - - - = =1=It=EI=11=11=II-31-I1-11-IE-11-I€-ll-Il-iI-II II 1 IE !I II I! .11 Ii 11. i€ II I - - - - - - - - - - - - - _ =[I=1=N=1[W 1=R=11-N-II-II-11-€1II-€I-II-IIII-1114=€I If I - - - - - - - - - - _ _€=1=I[=11=II-I1-11-IE-FI-Il-31-II-11-IE-it1E11 IE i I - _E_ =1-I=[1=11=Il�lf-tl-II-II-Ik•-.II-I€-II-I€-311€-!I II I f _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - =11=11=11=11=11=11=11=11-11-11-11-11-11-11-11- €=11=11=11=11=11=11-It-Il-li-FI-II-II-II-�€-f1-1[ II � II l I _ „-, _ _ _ ,,' _ _ _ _ _ _ _ _ _ _ _ _ _ -,. _ � .., ,.. ,,,, _ _ _ _ _ _ _ _ _ _ _ .... _ _ _ _€....iI-II-EI-1[-EI-I€-11-IE-ll-li-JI-II-II-1l-II-Il-1i-13`li-Il-11-11•11-1F If I1 II li ]I U EI II li II IF-H Il-€! 11-II-11 II1i-II-]h=ii=il=lE-11=11HYDROSTATICPRESSURE JIII=11=If=11=11=11=E1=11-11-1€=A1-€F=11-11=1i-t1-i€-If-li=li ll l€ ll II N I€ €] I] a u €1 11 II a €F n 1€ €1 a Il u 1€ 11 r€ II u u 1[ u u u u li a 11 n IF ll H il n 1 (N) SLAB PER (N) WALL & FOOTING R19 BATT INSULATION • STRUCTURAL PER STRUCTURAL !�_ w ch rn 5/8" GYPSUM WALLBOARD Q BUILDING SECTION 1 (N) 2X6 STUD WALL = o M OD 1/8" = 1'-0" (N) BASE PER FINISH SCHEDULE 1,1 1 Q o (N) FLOORING PER FINISH SCHEDULE I = FIN. FLOOR BASIS OF DESIGN DOOR SCHEDULE 0.--0" / . . DOOR HARDWARE OPENING WIDTH DOOR DOOR DOOR FRAME FRAME FIRE NOTES NOTES psi" T.O.R00F STOREFRONT TYPES: 0* ALUMINUM STOREFRONT 4 1/2" THERMALLY BROKEN, FRONT GLAZED TYPE GROUP x HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH RATING 1; -- VARIES COLOR: CLEAR ANODIZED A 1 6'-0"x7'-0" 1 3/4" AL/GL FAC. FIN. ALUM. FAC- FIN. - 2= B 2 3'-0"x7'-0" 1 3/4" SC WD PAINT HMKD PAINT -- GENERAL NOTES: \ -- -- 1. ALL NEW DOORS TO MATCH EXISTING, , I� OH 3 6'-0"x8'-O" -- STL FAC. FIN. STL FAC. FIN. (E) STRUCTURE \ SPECIES, STAIN, FINISH, & HARDWARE. / 2. THE OPENING FORCE SHALL NOT EXCEED ANDFRAMING �Ey�y,�E {N} ROOF F G HARDWARE TYPE 1 HARDWARE TYPE 2 ABBREVIATIONSFOR INTERIOR DOORS, 8.5 LBS TYPE 3 5 LBS PER STRUCTURAL FOR EXTERIOR DOORS, AND THE 24 8 R.O. 2 EA. CONTINUOUS HINGE 1-1/2 PR. BUTTS OVERHEAD AL/GL ALUMINUM GLASS MINIMUM FORCE REQUIRED TO CLOSE (E) CONC. WALL 6'-6" / 6'-0" DOOR L. 12'-2" 2 EA. ADA ACTIVATOR 1 EA. PASSAGE LOCKSET DOOR - HM - HOLLOW METAL AND LATCH THE DOOR FOR FIRE DOORS. ,' 1 EA. ADA OPERATOR 1 EA. WALL STOP HARDWARE PER KD - KNOCK DOWN OSSC 1109.9.9 I.., 3,_3. ), 3'-3" 1, 3,-0,, 3 -0' r 3'-1" 3'-0 3,-0. / 3'-1" �, 1 EA. DOOR CONTACT (ACS) 1 SET SILENCER DOOR SC WD - SOLID CORE WOOD 3. ALL HARDWARE HALL COMPLY WITH THE Q ' 2 EA. PANIC DEVICE MANUFACTURER. STL - STEEL REQUIREMENTS OF THE ADA. / • 1 EA. WEATHERSTRIPPING & SWEEP FOR MANUAL BASENT Beftialaii il O 1 EA. ADA THRESHOLD OPERATION. BAGtE 61._ 10 -NI A3.S1 IM ARCHITECTURE (E) SLAB ON GRADE o W ENGINEERING I�� 3'-2" 4'-a" 2 P MATCH E;IN; ii, FIN. FLOOR PLANNING dill -\,- -\- �- 0- IIIIII) /,/`/�/ / // (4////�/�/,// (E) BASEMENT INTERIORS _1 111.111.11111 �- ` O O0 " DS O,0 O0a•O P6♦ is i �tw, / � °S �° ° / � a �p a O 4 rs� °oObro°°O Sabo °o oCj°o 15895 SW 72ND AVE SUITE 200 f.: 2, 11" . 111111111111111111 ,6 ` $ A3.1 / PORTLAND, OREGON 97224 111111 -• \ • � y ; £ . j TEL 5 0 3 2 2 fi 1 2 8 5 N �t � / z \ FAX : 5 0 3 . 2 2 6 . 1 6 7 0 dIto I is b> 1 0o Q MI / / W W W C I D A I N C C O Id i . d, t A3.1 A311 \� �S: (iao a 0M r't'e IC( MEM itS r' =NU , il11ill1, F. '.E. F.F.E.- f III I l I i l I F.F.E. 5 \----METAL INFILL PANEL 9 F.F.E. F.F.E. 0 A ALUMINUM STOREFRONT A3.1 A3.1 O ALUMINUM STOREFRONT ALUMINUM STOREFRONT SINGLE FLUSH OVERHEAD DOOR A QTY=1 ,, QTY=1 QTY=2 B QTY=1 0 QTY=1 Cr 0 ALUMINUM DOOR AND STOREFRONT TYPES DOOR TYPES 0WALL SECTION 1/4" = 1'-0" T= TEMPERED GLAZING0 1/4" = 1'-O" 3/4" = 1'-O" 0 I\ - STOREFRONT BEYOND \/ O >11W GLAZING - . EXTERIOR FINISH - SEE ELEVATIONS A2.1 W 1X4 FURRING PER SIDING MANUFACTURER < Z ..------------- DEBEE / . ,ALUMINUM STOREFRONT DOOR ALUMINUM STOREFRONT -�` SYSTEM AIR AND MOISTURE BARRIER _. • AS RECOMMENDED BY SIDING MANUFACTURER MEM EXIER12R = PLYWOOD SHEATHING PER STRUCTURAL Z N 14 SLOPED CONCRETE SLAB < I NOTE: HEAD CONDITION SIMILAR L. CAULK & BACKER ROD Z N C) INTERIOR ALUMINUM THRESHOLD TO MEET ADA `- > = y .111 FLASHING FINISH ACCESSIBILITY •STANDARDS-- SET IN = �' I r-.r QCI FLOOR OF SEALANT ALUMINUM STOREFRONT SYSTEM (f) BED ." J is. EXTERIOR WALKWAY �- . � 1 /2", MAX�` ,/ INTERIOR EXTERIOR STOREFRONT DOOR }- O IZ� I- r JNTER101� z 2 w 0 ALUMINUM STOREFRONT DOOR @ THRESHOLD s ALUMINUM DOOR JAMB AND HEAD ALUMINUM STOREFRONT - TYPICAL HEAD 3" = 1'-O" 08100-05 ' 3. 3" = 1'-0" 08100-06 0 3" = 1'-0" >mi INSULATED METAL PANEL v - COLOR: TBD I 1�,Jr„ ALUMINUM STOREFRONT SYSTEM 1�6L4@ E$1Q@ STOREFRONT JAMB BEYOND '' Z ' i .�� GYP. BD. {s rr rnas N �� I ALUMINUM STOREFRONT SYSTEM " DOUBLE STUDS AT JAMB INTERIOR EXTERIOR CC BACKER ROD & SEALANT 1 . 2 31.1.... "' `�, �� CAULK & BACKER ROD I FLASHING T� / / v r 7. // (E) FLOOR STRUCTURE y ALUMINUM STOREFRONT SYSTEM PLYWOOD SHEATHING PER STRUCTURAL 4 A �� '� PLYWOOD SHEATHING PER STRUCTURAL AIR AND MOISTURE BARRIER (N) CONCRETE SLAB - WHERE OCCURS •; AS RECOMMENDED BY SIDING MANUFACTURER iii 1x4 •WOOD FURRING EXTERIOR FINISH - SEE ELEVATIONS A2.1 1X4 FURRING PER SIDING MANUFACTURER BUILDING/WALL SECTIONS, L EXTERIOR FINISH - SEE ELEVATIONS A2.1 STOREFRONT TYPES & DETAILS U EXIEIQ$ FRY "J" MOULDING � n BACKER ROD AND SEALANT V o A3.1 o.. s ALUMINIUM STOREFRONT @ CONC. DECK 10 ALUMINUM STOREFRONT - TYPICAL JAMB ALUMINUM STOREFRONT - TYPICAL SILL JOB NO. 180140.01 ' 3. 3" = 1'-0" •' 3. 3" = 1'-0110 3" = 1'-0" 0 / 2019 Cr, P.C. CIDA ALL RIGHTS RESERVED 0 v LA I V I - 1 _ I.I� HARDIE PANEL SIDING HARDIE PANEL SIDING / SEE ELEVATIONS A2.1 SEE ELEVATIONS A2.1 \ ____/1 / INTERIOR GYP. BD. I STUD WALL PER PLANS �" 7,, 4e) 4 S I y WOOD RAINSCREEN FURRING II AIR AND MOISTURE BARRIER ./,: 1 r INSULATION —� WOOD FRAMING � PLYWOOD PER STRUCTURAL J t r HARDIE PANEL SIDING r INSULATION EXTERIOR SHEATHING ' SEE ELEVATIONS A2.1 ,/ RAINSCREEN AIR SPACE AIR AND MOISTURE BARRIER INTERIOR SHEATHING v I D, OR WATER RESISTIVE BARRIER �` I,' WOOD RAINSCREEN FURRING 1x4 FURRING AT STUD WALL LOCATIONS NNW- -4011 1 11306 t` ii EXTERIOR SHEATHING II BEYOND I syr, �► f (Jjt �� EXTERIOR SHEATHING I. INTERIOR SHEATHING 'I /' "' AIR AND MOISTURE BARRIER BOTTOM PLATE II i WOOD FRAMING ~ WOOD RAINSCREEN FURRING F II I Itx � BEYOND I i o c.) kl', I 2x4 FURRING AT CONC. PANEL LOCATIONS ,� I w o INSULATION---� WOOD FRAMING `` /I ¢ w SHEET MEMBRANE WATER PROOFING \ w = >< / SHEET WATERPROOF —\ I' ii------------------------------------- �„` MEMBRANE \ I' CONCRETE WALL o \ r - 1 I HARDIEPANEL SIDING I c.) LS / LEAVE APPROPRIATE f -- I SEE ELEVATIONS A2.1 I Q L "' GAP AND CAULK I , r- // COUNTERSUNK FASTER FOR Q � f '��, �I HARDIETRIM BOARD INSTALL BUG SCREEN AS NECESSARY WOOD PER SIDING MFORLLI �'IJ (E) BUILDING I z -- MIN. 6° CLEARANCE 1/40 x 3 1/2 SIMPSON TITEN-2 CONCRETE I \ ix w m TO LANDSCAPING / GRADE SCREWS (§ 12" O.C. COUNTERSUNK, TYR LI HARDIE PANEL SIDING I o m ,1 SEE ELEVATIONS A2.1 LEAVE APPROPRIATE GAP AND CAULK I \ a / iiEmllllflllll1` o W n d- O o {HARDIEPANEL VERTICAL SIDING} (HARDIEPANEL VERTICAL SIDING) (HARDIEPANEL VERTICAL SIDING) (HARDIEPANEL VERTICAL SIDING) N " 0 HORIZONTAL LAP VIEW 2 OUTSIDE CORNER LANDSCAPE CLEARANCE 4 HORIZONTAL LAP VIEW @ CONC. WALL 3 = 1 -O ' 4. 3" = 1'-0" 19 3" = 1'-0" 4. 3" = 1'-0" AIR AND MOISTURE BARRIER OVER SHEATHING - FOLD UP H.„2\/ DURING WATERPROOFING APPLICATION THEN LAP OVER CONCRETE DECK PER WATERPROOFING PRIOR TO PLACEMENT OF SIDING (N) STOREFRONT AS STRUCTURAL 4SCHEDULED CONCRETE DECK PER STRUCTURAL / SEALANT _ (N) WALL AND SIDING CLOSED CELL BACKER ROD �v L PER SEALANT ANUFACTURER'S z7 ' _----__ 2' SYSTEM PER PLANS SEALANT DOOR THRESOLD REQUIREMENTS Q CLOSED CELL BACKER ROD SET IN CONTINUOUS COMPOSITE DRAINAGE JOINT FILLER BED OF MASTIC JOINT FILLER A MAT - FOLD BACK / \ j A d FABRIC AS SHOWN 1 \ i \ i \ i \ i \ , . / 1 SHEET MEMBRANE �J GLUE OR TAPE AS 0 .1411 Ailli::( / WATERPROOFING Q RECOMMENDED BY / / SHEET MEMBRANE WATERPROOFING - DRAINAGE MAT /".//// ' EXTEND AS SHOWN ON DRAWINGS MANUFACTURER / / 61 4 / ARCHITECTURE COMPOSITE DRAINAGE N CONCRETE DECK PER STRUCTURAL, J rl L CONCRETE DECK PER Q MAT - FOLD BACK WATERPROOFING) ENGINEERING ` /STRUCTURAL - INSTALL PER MANUFACTURER'S -DRAINAGE MAT co r :7/ 4, / FABRIC A5 SHOWN PLANNING SPECIFICATIONS PLYWOOD SHEATHING PER STRUCTURAL COMPOSITE DRAINAGE MAT - 6" WIDE STRIPE OF WATERPRQOFING UINTERIORS V A 11 SHEET MEMBRANE PLYWOOD JOINT - MAX 1 16' WIDE COMPOSITE DRAINAGE MAT - INSTALLED UP PER WATERPROOFING APPLIED TO CENTERED ON ALL JOINTS / PLYWOOD WITH ADHESIVE 15895 5w 2ND AVE SUITE 20D INSTALLED UP PER Q MANUFACTURER'S MANUFACTURER'S SPECIFICATIONS = SPECIFICATIONS f ` PER MANUFACTURER'S NOTE: SEE MANUFACTURER'S PORTLAND, o E c o N s 2 2 4 Q Q f y \ 1 �' SPECIFICATIONS TEL : 5 0 3 . 2 2 s . 1 2 s 5 _ NOTE: STAGGER DRAINAGE MAT RECOMMENDATIONS AND DETAILS FOR Al e � = SPLICE AND PLYWOOD JOINT JOINTS LARGER THAN 1 16" FAX ; 5 0 3 . 2 2 s . , s 2 0 COUNTER / www . CIDA + NC . CoM WATERPROOFING MEMBRANE FLASHING ` / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■,� EXTEND UNDER s DRAINAGE SYSTEM AT PLYWOOD JOINT i is ` ND ✓ ---PLYWOOD PER STRUCTURAL - DOOR SILL PAN / " 11 ■ ■ ■ ■ ■ ■ ■ ■ P Yy� _ ► PRIME WITH PRIMER PER PRIMEOOWITH EPR MER CPER AL ////2////:// / ///////./ 4 12 1 -0 // ////////////7" WATERPROOFING MANUFACTURER'S WALL AND //////////�4MANUFACTOURERS PRIMED PLYWOOD SPECIFICATIONS - SLOPE 1/4" FRAMING PER /// 1" 2,' DERE+,TION OF PER FOOT AWAY FROM BUILDING STRUCTURAL DIRECTION OF 1""100 SPECIFICATIONS - SLOPE 1/4" MAX. / MIN. SHEATHING /"/ASLOFE/FLOW SLOPE/FLOW PER FOOT AWAY FROM CI) BUILDING DIRECTION OF� 4„ 6" SLOPE/FLOWCC p 5 (N) CONC. DECK @ (N) SIDING 6 (N) CONC. DECK AT DOOR THRESHOLD DRAINAGE SYSTEM SPLICE ' 4. 6" = 1'-0" ' 4, 6" = 1'-O" 0 12" = 1'-0" / COLUMN BASE BEYOND 0 O W 3" CONCRETE TOPPING SLAB - LIGHT BROOM TEXTURE AND SEAL d Q Z 8 lom o DIRECTION OF SLOPE/ 3/4" CHAMFER EDGE, TYP. W (1) W FLOW 1/4" PER =00T Z N Ct - LY COMPOSTS DRAINAGE MAT WOVEN FABRIC Z p r O INSTALLED UP PER MANUFACTURER'S Q SPECIFICATIONS Q M d. A A PLYWOOD PER PLAN - PRIME WITH PRIMER A PER WATERPROOFING MANUFACTURER'SQ SPECIFICATIONS - SLOPE 1/4" PER FOOT WM Q </ AWAY FROM BUILDING - ROUTE FACE TO tx Q (N) ROOF / ACCEPT FLASHING FLUSH WITH PLYWOOD FACE >- 0Q) 1—i-+ / OBLONG WEEP HOLES AT 6" O.C. - ALIGN CI) 0 STOREFRONT AS SCHEDULED WITH DRAINAGE MAT W (N) ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■/'■ ■ - (E) ROOF AND STRUCTURE // ///////////////�// SHEET MEMBRANE WATERPROOFING APPLI >. E TO REMAINIII PLYWOOD W/ ADHESIVE, WRAP EDGE 4" MEDIN.TO N o —, io , --- -1 (N) OVERBUILD 1 T' SHAPED FLASHING Z cr tr 4WALL PER STRUCTURAL CC 5'-2 9 16" CJr (E) 2'-6" j, ,,---;:i* f I f ,,, ,, .. U 1 „,,. U DETAILS `.5' U L EXTERIORSHEET.:,. SMBRANE NEW & EXISTING W LINS APPLIED TO A4.1 oD g (N) STEEPLE @ (E) OPENING 12 DECK AT EDGE CONDITION a ' 4. 1/2” = 1'-O" JOB NO. 180140.01 1.4 6" = 1'-0" ©2019 Clea P.C./GD1 ALL RIGHTS RESERVED Lo . A") 4 44 \ ---- \ 4111k` L__�, LESIE J. AWES a t 4 !.. ..... .? '`'` .. t‘AND, OR 400 11306 III• 41141,, 19k1 14114 N iiii, (E) WALL BEYOND \ jir (N) RUBBER TILE PER FINISH PLAN (N) RUBBER COMMERCIAL NOSING N (ROPPE OR EQUAL) / ---" — -- "7"7- \ \ I LANDINGi //// \\N If (N) CARPET PER FINISH PLAN L 0 i 11-\\ cn I__ 7 \\ (N) RUBBER NOSING AND RISER _w w / \ (ROPPE OR EQUAL) E a z _� (E) STAIR (E) FINISH TO REMAIN a z l ,� I i. .1 1 w a) 01 LANDING 0 0 N O Q I f wUl — N / 1- STAIR LANDING TRANSITIONS .�-" 0 1 1/2" = 1'-0" \ \ , \ /° ° . ."----. i \ , • f • • Ai 'y / fik4 (E) HALLWAY , MI ARCHITECTURE III N.446., # 101 61b tr . 11 \ , ENGINEERING 1111 ING __ 1 INTERIORS 1� `i-. I I I I I I ... , ' ,,,, 15895 SW 72ND AVE SUITE 200 4._ I I I LL_J__J_„J- ,J� I^ �_-_ 7y, //1 // 1 PORTLAND, OREGON 97224 d. _ IIIIIIrTT� 1 - /i 1 1. TEL 5 0 3 2 2 6 1 2 8 5 " / �j FAX : 5 0 3 . 2 2 6 . 1 670 ° I I 1 I I I I I I '– I I 4 • - I I I I I I I I I ± I 11 I I . 1- r 1 1 r '1 1 1 1 I . www , c I o A I N c . c o tJ o I I I I I ( 1" I I I I I I I i I I I I 1 I I I I I I I i I I I I 1 I I 1 I I I I I i I 1 I I i I I I I I I I i I I 1 I 1 I I I I I 1 A • 1 ,- 44 V 4 Cr d IBJ M • V a tre $.1.- it • T ' i'= V .., i I"; i r V = tTf 13. I ir 44 I �� A it `► 0 e1rY. �► Li- >im > k it 4 0, 411 gellt ftl 11' IOW ROOM FINISH SCHEDULE I....w < z d. 4 ,T, ROOM # I ROOM NAME FLOOR BASE N WALL E WALL 1 S WALL W WALL CEILING HEIGHT NOTES 0 - -4"--------,-..,________________.________ W ' 4 e 100 ENTRY RB-1 B-1 PT-1 PT-3 PT-1 PT-1 CL-1/ --- WZ1-- L 4 4 d d • a Q 4 ' 4 Gddd d 4 CL- 2 p = 0 n • 4 '74 a 4 ad a - _ 4 . d ,4.. ¢ 4 ° 4aa4. 4 4 101 (E) HALLWAY CPT-1 B-1 PT-2 PT- ] PT-1 PT-1/ A a 4 v a a ° ° . e da 4 . PT-2 2 4 a • a ^ < 4 4 d ST-1 STAIR CPT-2 B-1 PT-1 PT-2 PT-1 PT-1 CL-1/ --- Q V^1 CL-2 Li Q O NORTH NOTES: Ce O O. FINISH FLOOR PLAN 1. PAINT HANDRAILS AT ST-1 r O - Z 1/8" = 1'-0" LIST OF FINISHES V 0 W FLOORS BASES WALLS CEILINGS CPT-1 B-1 PT-1 CL-1 E. FINISH FLOOR PLAN GENERAL NOTES FINISH FLOOR PLAN LEGEND >" CARPET TILE 4" RUBBER BASE, PAINTED GYPSUM BOARD PAINTED GYPSUM BOARD, INTERFACE, NATURE'S FLEXCO, 093 GRAPHITE FIELD PAINT, BENJAMIN BENJAMIN MOORE, Illill m CORRIDOR ROOM NAME & NUMBER COURSE, 128990AK00, MOORE, WILLIAMSBURG, WILLIAMSBURG, CW-710 1. VERIFY ALL FINISH SELECTIONS WITH TENANT AND OWNER PRIOR TO ORDER/INSTALL. 100 COLOR: 105866 PEBBLE, CW-710 BRUTON WHITE BRUTON WHITE ASHLAR INSTALL, SALES (PAINT HANDRAIL WITH 2. HATCHES SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. CONTACT ARCHITECT/DESIGNER FOR INSTALLATION DIRECTIONS AND ASSOCIATE KAREN GILROY EPDXY PAINT) CC METHODS. CPT-1 ■•••••••.. PT--2 ■Ii I I MM I I PT-3 CPT-2 PT-2 CL-2 N FINISH FLOOR PLAN KEYNOTES - CPT-2 BROADLOOM CARPET, PAINTED GYPSUM BOARD 2X4 ACOUSTICAL CEILING MANNINGTON, VARIATIONS, ACCENT, BENJAMIN MOORE, PANEL, CERTAINTEED, 6- 4, DISCLOSE 13210 COLOR PREVIEW, HC--166, ECOPHON, VOLCANIC ASH a i 0 PROVIDE ADA COMPLIANT STAINLESS STEEL METAL TRANSITION STRIP KENDALL CHARCOAL (SCHLUTER OR EQUAL) BETWEEN FLOORING MATERIALS lI I I RB-1 I I RB -1 PT-3 FINISH FLOOR PLAN U 2 RUBBERT TILE PAINTED GYPSUM BOARD 5 (E) TO REMAIN NORA, MORAMENT, ARAGO, ACCENT, BENJAMIN MOORE, 5179, TRANQUIL, WILLIAMSBURG, RALEIGH 40"X20", ASHLAR INSTALL SORREL, CW-135 ■ s 10 ,. F, .... JOB NO. 180140.01 Ii © 2019 00*, PC./CIDA All RICE15 8RD F.-Ti-,--A---:--f------- -7.-,.-,--=-' s n w- - i STRUCTURAL GENERAL NOTESg� P- , , rih9 CODE CONCRETE CARPENTRY E if/ i jt•2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. . ': 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI WALES 4000 PSI 10d COMMON = O.148"0 x 3"" ►P ._......i, y �°1 16d COMMON = 0.162"O x 33 V),- DESIGN CRITERIA 2. CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR NAILING FASTENERS NOT MEETING THESE DIMENSIONS MUST BE SUBMITTED . SOIL BEARING: REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. AS A SUBSTITUTION REQUEST AND APPROVED BY ENGINEER PRIOR TO USE. 4 2,500 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING PER GEOTECHNICAL BY 3. MAXIMUM W/C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2014 TABLE 2304.9.1 JJ GEOTECH SOLUTIONS INC. DATED OCTOBER 29, 2018 MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 UNLESS NOTED OTHERWISE. 2,500 PSF ALLOWABLE FOR FOUNDATIONS SUPPORTING WIND AND SEISMIC LOADS 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED ROOF LOADS: 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. DEAD = 15 PSF 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT SNOW: BASE = 25 PSF 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH SPECIFICALLY APPROVED BY ENGINEER. GROUND = 10 PSF OSSC 2014 SECTION 1704. 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE ROOF7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON HOT DIPPED GALVANIZED 2EE == 1.01.0,, CT == 11.0, Is = 1.0 GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. 25 PSF MIN 6. LUMBER GRADES: 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT n N WIND LOADS: OTHER CONDITIONS; v) BASIC WIND SPEED (3 SECOND GUST) = 120 MPH 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE w EXPOSURE CATEGORY = B BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED DF#2 OR BETTER; w qh=17.9PSF AREA DOES NOT EXCEED 400 SQUARE FEET. -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE Cel NET UPLIFT= 7.6 PSF (ASD - 0.6*D-0.6W) " " TREATED. z V (N/S) = (1.OW) 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE HILTI BRAND HIT-HY 200 OR V, o V (E/W) = 3.20K9.17K (1.0W) SIMPSON SET-XP ADHESIVE. 7. MOISTURE CONTENT OF LUMBER TO BE 519 AT TIME OF INSTALLATION. o m 8. PLYWOOD: EARTHQUAKE: REINFORCING -FLOOR SHEATHING 3/4" APA INDEX 48/24, EXPOSURE 1; w SEISMIC PARAMETERS: -ROOF SHEATHING 5/8" APA INDEX 32/16, EXPOSURE 1; I- RISK CATEGORY II -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; o - N IMPORTANCE FACTOR = 1.0 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED -NAIL AS SHOWN ON FRAMING PLANS. MAPPED: Ss = 0.967 Si = 0.423 SITE CLASS: D WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. w o 0 DESIGN: Sos = 0.718, Sol = 0.445 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. SEISMIC DESIGN CATEGORY = D IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD 10. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR CV FORCE RESISTING SYSTEM(S): R OMEGA Co COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. LIGHT-FRAMED WALLS WITH RATED SHEATHING 6.5 3 4 STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE SEISMIC RESPONSE COEFFICIENT: Cs = 0.112 WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND DESIGN BASE SHEAR: N/S DIRECTION = E/W DIRECTION = 3.58K (1.OE) OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE CROSS WIRES PLUS 2 INCHES. OF BEARING STUD WALLS. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE FOUNDATION MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL SPECIAL INSPECTION PROGRAM VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE 1. FOOTINGS ARE TO BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL PER PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD GEOTECHNICAL REPORT BY GEOTECH SOLUTIONS INC. DATED OCTOBER 29, 2018 COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: ITEM CONTINUOUS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" SOILS _ _ `= II U-- -T-----.-= .iii � tiFOUNDATION/FRAMING LEGEND FOUNDATION NOTES: g - Q COL. CENTERLINE OF COLUMN • SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND �' SNE ' • I ' ' �, OTHER FLOOR DEPRESSIONS NOT SHOWN. �� / I CONCRETE FOOTING-- SEE SCHEDULE THIS SHEET toy/ /I it Q DOWEL INTO EXISTING FOOTINGS WITH #4x4'-0" WITH •• SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND ` - i �� = 4" EMBED SET-XP EPDXY WALLS NOT SHOWN. Li:1;;,..,. .-; .... `..., , _ _.______—__� ''�� -!- • SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT t�r �`�� •5 + REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL `v� BOJ SIMPSON HOLD-DOWN PER 3&4/S2.1 PLACEMENT REQUIREMENTS. _ SEE WOOD SHEARSCHEDULE WALLTHIS FROMSHEET TOP OF BASEMENT TO ROOF • VERIFYARCHITECTALL WINDOW DRAWINGSAND .DOOR WIDTHS AND HEIGHTS WITH L__ . Ic..,etnr-4: 49,41 I URAL I I I I I Lam. II 1 11 (E) BASEMENT SLAB • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT TO REMAIN - CENTERLINE OR 5/8"0 TITEN HD WITH 5" EMBED AT 32" O.C. SHEAR WALL--SEE SCHEDULE THIS SHEET (E) FOOTING TO REMAIN NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL 0 AT �—\\ O INDICATES ADDITIONAL SNOW DRIFT LIKE CONDITIONS. • PSF .��.•ip` DRIFT # PSF LENGTH N 1 1 1 1 _ 1 I A I 7.0 I 1'-9" 1 _.-_ LENGTH a FOOTING SCHEDULE (, Z MARK WIDTH LENGTH DEPTH REINFORCING NOTES z o (E )WALL TO REMAIN 0 FOUNDATION/FRAMING PLAN KEYNOTES 0 2'-O" 2'-0" 0'-10" (3) #5 CONT. BARS o m B (E)7)— FOOTING TO REMAIN © 1'-6" CONT. 1'-4" (3) #5 CONT. BARS 1 I w rn rn 6 I I i► NOT USED © 4'-0" CONT. 1'-6" SEE 6/S2.1 0 Z. ® I I d 19/32" PLYWOOD SHEATHING °w M © I I © NAIL W/ 10d ® 6" O.C. EDGE & 12" O.C. FIELD 0 0 L L ® (E) BASEMENT SLAB STRONG AXIS PERPENDICULAR TO JOISTS ai - N TO REMAIN /- © 3/4" T&G PLYWOOD WITH LIQUID APPLIED OR SHEET MEMBRANE WATERPROOFING APPLIED TO PLYWOOD _ FINISH WITH 3" CONCRETE TOPPING SLAB WITH #3 BARS AT 18" EACH WAY AND LIGHT BROOM TEXTURE OVER COMPOSITE DRAINAGE MAT REMOVE EXISTING DECK FRAMING AND REPLACE WITH 16" RED-I65 0 16" O.C. W/ SIMPSON IUS2.56/16 HANGERS U.N.O FLOOR LOADING: DL=60 PSF LL=100 PSF REMOVE EXISTING DECK FRAMING AND REPLACE WITH NEW (E) CONC. BASEMENT WALL FILL BETWEEN WALLS WITH FREF . (E) FOOTING WHERE OCCURS © 14" RED-190HS ® 16" O.C.--SLOPE PER ARCH. DL = 17PSF CUT DOWN TO 6" BELOW . _ DRAINING FILL I SL = 25PSF EXTERIOR GRADE O (E) STAIRWELL TO REMAIN - _} _-------1:= O (N) OVERHEAD DOOR WITH (3) 2x10 DF-L #1 PER 1/S3.1 NORTH 411 1 BASEMENT FOUNDATION PLAN ENGINEERING S1.1 1/4" = 1'-0" PLANNING FRAMING NOTES: 15895 SW 72ND AVE SUITE 200 PORTLAND, i °f: • SEE ARCHECTURAL DRAWINGS FOR SIZE AND LOCATN OF OPENINGS." WALLS U.N.O. 1 6 7 0 , 11 - ' r W W W . C I D A I N C . C 0 M I I II I I1 .Z9J y�c ® ' 0 (E) EXTERIOR WALL TO REMAIN O ® CONTRACTOR TO INSPECT EXTERIOR WALL FOR WATER DAMAGE AND REPLACE STUDS/FRAMING AS NECESSARY CO) (E) BASEMENT BELOW \TO REMAIN--NO II II CC CHANGES TO FLOOR 220"-At ( I ( I I I I I I I I ( I I I �- 1 M STRUCTURE AT THIS �, *1 TIME ,Z) I © i \'* p<<, ,./ I L I I I I (1111) © J`l' F co ti © J`1'pF s�+�o 0" oG-1'5'° ® '••>`' Co I I I SHEAR WALL SCHEDULE I I I ee SILL PLATED >ii COL. ,, I, I i I I , I I i i NAILING OF MULTI-PLY STUDS LTP4 SPACING a,11 w W Chl 1 �1 71 II I I I I 11 ' „ _ �� MARK SHEATHING PANEL EDGE NAILING AT ABUTTING PANEL EDGES (RIM TO TOP PLATE) 1,2,3 4,5,6,7,10 9 --r 1""" � O SIZE NAILING ANCHORAGE w � ®© I I I I " o - 1_, 0 © /2 I i I i I i i i i i I I I I i i 15/32 PLYWOOD 10d NAILS AT 6" O.C. (2) ROWS 16d AT 12" O.C. 24" 2x 16d AT 6" 0.C. 32" O.C. a to W i I I I O ONE SIDE c 1- cc a I I I I I 15/32" PLYWOOD 1/4"0 x " SIMPSON SDS " ZM r 0 Q I — I I I I I I I I I I i I I I I I i © / 10d NAILS AT 4" O.C. (2) ROWS 16d AT 8" O.C. 16" 2x 32 O.C.O, ONE SIDE SCREWS AT 12" O.C. Q 0 t I I C I I I COCC - U) CC �/ I I I ( I I I - SHEAR WALL SCHEDULE NOTES: a Q I 1 I I I I I I 1 i I 1 I 1 I 1 6M O a © 1 ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. a. O ct I I I © CONC. STAIR PER • :CH. b ® _i ) L O - 9 m a A, I I I I I I N 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON O O �"�" ® ® a OPPOSING FACES TO PROVIDE EDGE NAILING ON DIFFERENT STUDS, OR 3x FRAMING MAY BE USED WITH 0 I ® — ' ' ' ' ' ' ' ' ' ' ' ' ' ' STAGGERED EDGE NAILING. w \� COL. I--I I I I I I I 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING AT DIAPHRAGM SHEATHING HEIGHT, I I I I I I U.O.N. AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. I I S I I I I I I I I I I I I 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 12" O.C. >mi 9 `Sly i I ® �' I I I I 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. EMI a ® \(>, ` "i 1 ® +9 6 NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEATHING.c. L\ 1 Ic 1 0� I )N I (d I ( I I I I 7) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH EDGE NAILING PER SCHEDULE. Z i L J Irk b I ® I I i I I I I I I i I I I` I I I 8) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE TREATED. 9) SILL PLATE ANCHORS SHALL BE 5/8"0 J-BOLTS WITH 7" EMBEDMENT OR 5/8"0 SIMPSON TITEN-HD CC cn• .../ (E) CONC. B,�SEWALL , FILL BETWEEN WALLS 6 / I I I I CUT DOWN TO 6" BELOW E CONC. BASEMENT WALLSCREW ANCHORS WITH 5" EMBEDMENT. ALL ANCHORS SHALL HAVE 80.229"x3"x3" PLATE WASHERS limill. EXTERIOR GR DE ( ) I FREE DRAINING FILL ® I I I i I I I I I I I I I I I ON TOP OF SILL PLATE. MINIMUM OF (2) ANCHORS EACH SHEAR WALL, 12" MAX FROM EACH END OF CUT DOWN TO 6 BELOW 1 Z-WITH I I O SILL PLATE. ALL ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. X _ E _ EXTERIOR GRADE 1 I I I I ( ( I I I I ( I 1 1 COLS I- -I �- - J- - - ` 10) WALLS WI 4" O.C. OR TIGHTER PANEL EDGE NAIL SPACING SHALL BE FRAMED SUCH THAT FRAMING AT ABUTTING PANEL EDGES - CONSISTS OF 3x, FLAT 2x, OR DOUBLE 2x WITH NAILING PER SHEAR WALL SCHEDULE AT ABUTTING PANEL EDGES. STAGGERED L_ ( L I_ t - - - - - 1 �\ 1 NAILING IS REQUIRED FOR FASTENING OF ABUTTING PANEL EDGES TO THE SAME FRAMING MEMBER. A� 'off v I I f 4>64-6 O \--(N) CONCRETE WALL ON 11) SILL PLATE NAILING APPLIES AT SHEAR WALLS LOCATED ON TOP OF WOOD-FRAMED FLOORS. FOUNDATION/FRAMING 10 of 6+6 O 64- CONCRETE RAMP PER ARCH. m o s 8 (E) WALL PER 8/S2.2 SILL PLATE ANCHORAGE APPLIES AT SHEAR WALL CONNECTIONS TO CONCRETE STRUCTURE BELOW. PLANS 5,-6„ 33'-1 1/2" WV v 6' c,. 1.1 38.-9 1/2" % �' NORTH JOB NO. 180140.01 2 FLOOR FRAMING PLAN ©20,9 Com,P.C.iCIDI► All RIGHTS RESERVED V S1.1 1/4" = 1'-0" = _ --'- ----1-t-'=- ,` :X \ LENDFACEOF SHEATHINGS2 CENTERLINE12 GLB / �` Y , - �� FRAMING NOTES: �``� _ _ I y� r l \ \ ,/ \ • SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. \ © / • PROVIDE (3) 2x6 HEADERS PER 1/S3.1 AT OPENINGS IN STRUCTURAL WALLS U.N.O. N - ROOF FRAMING KEYNOTES \_,. 1 © •• � - - --/- ' 15/32" OSB OR PLYWOOD SHEATHING W/ STAPLES AT 6" O.C. 0 ® O EDGE AND 12" O.C. FIELD OVER 2x6 T&G SHEATHING --ATTACH T&G W/ (3)#9x3" EACH SUPPORT .I! _ , _ _ _ _ _ _ _ 0 0 2 1/2x15 GLB AT 4'-0" O.C. N i , � (73-) PT 4x8 JOISTS AT 4'-0" O.C. FOR OPEN AREA WITHOUT SHEATHING � ,�, ' / O OVERBUILD FRAMING WITH 2x6 DF-L #2 JOISTS AT 2'-0" O.C. o- o \‘' © 0 0 , o- Z2x4 ® 2'-0" O.C. CRIPPLE WALL ON TOP OF EXISTING ROOF z o/krffl - - _ - ® ® ♦ © BEAM TO SUPPORT OVERBUILD FRAMINGo m' °' SHEATH WALL WITH 15/32" PLYWOOD WITH 10d FASTENERS ATi i Ilt ® o oo © o06" O.C. PERIMETER AND 12" O.C. FIELD a, Q, I / -= 2x6 DF-L #2 STUD WALL AT 16" O.C., TYP. U.N.O. o Ali I ---.7- A — ` ' 00 • REFER TO 2/S2.1 FOR SHEARWALL LOCATIONS AND FASTENING REQUIREMENTSW M— _ _ _ _ _ _ _ _ _ 0EDGE OF ROOF PER ARCH. NIN...... in Z� oSIMPSON MSTA30 STRAP ON TOP OF EXTERIOR BEAM TO TOP PLATE 1 ' (2) SIMPSON CSHP20 STRAP BETWEEN EXTERIOR BEAMS ® v T • ALL/ _ _ _ _ _ _ , NOTE: DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® AT `/ 1 �� (E) ROOF PERIMETER LIKE CONDITIONS. / TO REMAIN 01"1 -aP C--1 -\7--/ - / — — — — — — - - — - - 5 1/2 x15 GLB ® 0 T -N\C--- ,_:„.„_.,,:=-_ -4_, Ln I.... = 13'-2" 10 A. . VaV 8 _ - - - - - - - - - - - - - - - _ — _i , 9 ® O 15895 SW 72ND AVE SUITE 200 • PORTLAND, OREGON 97224 r._ - _ _ _ _ _ _ _ _ _ _ _ _ TEL : 5 0 3 . 2 2 6 . 1 2 8 5 O FAX : 5 0 3 . 2 2 6 . 1 6 7 0 ( WWW c I D A 1 N c c o M 0 0 8 0 IMr L 1 0 o I om V I -0 —I a M..., CaCD © CC 0 0_ _ x N x N co IN N 8 x x - IMP cN IN Aralk (1) 9in in NW (2)--N::: CI 12 ow > W © TRUSS BELOW J Q O Ca w FM J 6 rt- - - -- -- - - - - - - - -1 - - - - —�r. O ® c N — I L zfl ® N I z CCM 0 /111i 0 ( ( © 0 o `n it o CC I 2N — - -I \ — — - -- — — — — — — — — a CO Pu- ,. o ci I © / o�c O H" ® I- I LI n - - ---- - - - - - - - - - - ■ "' CO) L � g. >1.. >- NORTH i- 41e NEY1, POF RFRAMING PLAN N 1/4" rzCCQ I— (I, a x U -,- E d E t ROOF FRAMING PLAN '' L U r 81.2 ,r„ ... JOB NO. 180140.01 TS 2019 GDA, P.C./CIDA ALL RIGHTS RESERVED 0 w 41 4 ,-- 4,4144): . ,,.;:v 1 STUDS AT END OF PANEL ,.. 4/ , ._... _ Roo. MINIMUM (2) STUDS NAIL TOGETHER r\r1' ;I ��' " WITH (2) ROWS 16d © 8" O.C. POST PER TABLE 1 _fs'" WALL & SHEATHING PER PLAN IDPIREtt / (1t V^ CONTINUOUS WOOD SILL PLATE / � SIMPSON HD HOLDOWN ON CONCRETE SLAB--SEE PLAN CONCRETE SLAB--SEE PLANPOST,. BELOW TABLE ABOVE AND FOR REINFORCING FOR REINFORCING SIMPSON HOLDOWN PER PLAN — JOIST PER PLAN 6x O5T BLOCKISIZE ' / NG TO MATCH _ POST-INSTALLED AT EXISTING WALL ° � 5/8"0x10" EMBED SET-XP EPDXY / -A 1/8" WIDE SAW CUT OR TOOLED TOOLED EDGE--1/8" RADIUS 5/$''�CAST-IN-PLACE EEMBEDTNEW THREADED WALL: I ROD WITHj,› . ' '` ' "" JOINT W/ 1" DEPTH NUT AND WASHER 1 3/4" LVL RIM JOIST <><> r 1(2" DIA. SMOOTH BAR x 1'-6" © / 1 - w cn 2 -0" O.C.--GREASE AND WRAP OR ° i w gPLASTIC COVER ONE END. _El/ M I 1 3" TYP. wFfi 1 1 1/2" CER. TYP. LJ //) -A CL u_i '� \ I ` i f CONCRETE WALL PER PLAN 4x6 VERTICAL BLOCKING AT - CC z � J 11 KING STUDS AND HOEDOWNS w p ` • < ibI ! s • Z . r. r 0L, C °7 . 0 CO 0 Or 0 `1) 00 4° 1 1 2' WALL & SHEATHING PER PLAN 9N° ' ' -I 1 I / NOTE: ANCHOR BOLT FOR SIMPSON W a) a) kII _ CER. TYP. nHOLDOWN NOT TO BE CONSIDERED AS Q,1I11 I II 1--II I 4 �/ AN ANCHOR BOLT FOR NAILER ______ _ - a w ro SECTION A-A D a O V/ (!) r (V CONTROL JOINT--REINFORCED SLAB CONSTRUCTION JOINT HOLD DOWN AT CONCRETE WALL 4 HOLD DOWN BETWEEN FLOORS 3/4" = 1'-0" • 03300-02 3/4" = 1'-O" 03300-03 3/4" = 1'-0" 52. 3/4" = 1'-0" Ark Aft ♦fr -R�♦ 1 ....��• SHEATHING PER PLAN-v.( • 8 7 NW (E) WALL TO REMOVED PER 1 i , ,,+ PLAN r FLOOR FRAMING I y+ �� PER PLAN A f „r,t4 4 1 ;I I J I{I I {J _ I I (2) #4 CONT. BARS AT ♦ ROOF FRAMING I .`'`Tillllill1- --11lll�l'�jlllll111 lrllll�lillllrilllllilllll�i'�'I�rl ll�lllllil TOP OF WALL sq. �R I PER PLANii r z,•,-{N} CONCRETE WALL AND •s,,.,,•• i FOOTING PER 6/S2.1 ' illek 11-111=1III X11= , fROOF JOISTS PER PLAN ! -M—Til Ili—III l i 1 • ��•• _ • ., FIN. GRADE WHERE OCCURS FILL BETWEEN NEW + ~- ~11=111-III- ARCHITECTURE FILL BETWEEN NEW WALL AND EXISTING s�`� "''�� -I i I—I r I-I i WALL AND EXISTING WALL PER PLAN (N) 7 1/4” CONCRETE WALL WITH ENGINEERING WALL PER PLAN -�r_ /#5 #5 VERTICAL BARS ® 8" O.C. AND HORIZONTAL BARS AT 8" O.C. (N) CONCRETE WALL PER 2/52.2 —'\1-- -N---- ;� PLANNING PERF. PIPE WITH GEOTECH - #4 DOWELS AT 48" O.C. WITH 4'-0" `�` U INTERIORS FABRIC WRAP EMBED INTO NEW SLAB AND 4" SET-XP • EPDXY EMBED INTO NEW CONC. WALL 15895 SW 72ND AVE SUITE 200 (E) CONCRETE SLAB (E) CONCRETE SLAB (E) CONCRETE SEASPORTLAND, OREGON 97224 REMOVE AS REQUIRED REMOVE AS REQUIRED REMOVE AND REPLACE AS NECESSARY TEL : 5 0 3 . 2 2 s . 1 2 8 5 FOR FOOTING INSTALL FOR FOOTING INSTALL TO INSTALL WALL FOOTING (E) CONCRETE SLAB I CONCRETE SLAB (E) CONCRETE SLAB (E) CONCRETE WALL TO REMAIN FAX : 5 O 3 . 1Nc2 s . 1 s 7 0 www coM (E) CONCRETEgEBY WALL TO REMAIN \ BEND VERTICAL BARS INTO .$� .$ /--(E) \ c 1 D A r L 1 I1 i I FOOTING BELOW s.‘ Ln — 1 wawa . =wax 1 1 guma ----zn r-=m-4[ 1 Hi 1=11r2-'" -- _ ___ _ 'i E- - i=- \ r --II r--1 i 1"--L-1 1 IT=1)f=i rt. - q 1-----1 rm i II—II I—k 11- -M-117-7 TT-17-7T- . - . I I—III—III--' -M—I I-1 I I—I 4 TT-- -M- \ Ili 7 1/4" . r-�° (5) #5 LONGITUDINAL BARS TOP AND 7—T17—M- BOTTOM AND #4 TRANSVERSE BARS AT - - - 0 " 12" O.C. TOP AND BOTTOM - -N•.,,,,,,_ 'N"--..PER PLAN 8 o ;: • (E) FOOTING TO REMAINCr VA / 2'-6" / ...,, •.,•k• I4 III I11..cb -- f I k--'-i i I r 1 I 1 i—III—I 13_`.. M '— — d 01 NEW SLAB AT EXISTING WALL s NEW WALL AT BASEMENT NEW WALL AT NEW FRAMING s NEW ROOF FRAMING AT EXISTING WALL " - 1'_0" S2. 1/2" - 1'-0" 1/2" = 1'-0" 82. 1/2" = 1,_0., (ii.) /2 - 1' 0" 1'-3„ 'I r ' 'I NOTE: PROVIDE POSITIVE2 O LJ1 -�v-- RETAINING WALL CONC. PLINTH WITH , DRAINAGE AWAY FROM POST 2"x12 ' CONC. PLINTH WITH > Z BELOW /2"x12" 4) #4 VERTICAL BARS BENT POST PER PLAN WITH �� NTO FOOTING BELOW (4) #4 VERTICAL BARS BENT WQ Q - f I` - r -1INTO FOOTING BELOW 3/8"x10" TALL KNIFEPLATE AND O �B I (2) 7/8" THROUGH BOLTS AND w Z W I I 3/8"x5 1/2"x5 1/2" BASEPLATE TCC - I WITH (1) 1/2'x6" EMBED HWS N I ! j 1 I ` "' I l I I --�- CENTER POST ON WALL BELOW I = ZCC M r 0 rdie \ if :ILL - PLAN I { I I V I I I I 0 --_- ._ I I 1 I PLAN _ WALL BEYOND I rIl ILa t POST PER PLAN WITH --POST PER PLAN WITH 2a-- 0 L I J I L I J �, o LOW ROOF BEYOND PER PLAN 3/8 x10 TALL KNIFEPLATE AND 3/8"x10" TALL KNIFEPLATE AND OST PER PLAN WITH OST PER PLAN WITH `► _c (2) 7/8"� THROUGH BOLTS AND (4) 7/$" THROUGH BOLTS AND 3/8"x10" TALL KNIFEPLATE AND 3/8"x10" TALL KNIFEPLATE AND Z O 0 01 - 3/8"x5 1/2"x5 1/2" BASEPLATE 3/8"x5 1/2"x9" BASEPLATE WITH - (2) 7/$"0 THROUGH BOLTS (2) 7/8"b THROUGH BOLTS -J� WITH (1) 1/2"x 6" EMBED HWS ---^�---- (2) 1/2"x6" EMBED HWS - - _ .. V w 0 CENTER POST ON WALL CENTER POST ON WALL o SEE 9/S2.1 FOR EMBED o SEE 9/S2.1 FOR EMBED w < 11 ci w • II 1 a '�� -- POST PER PLAN WITH _ - (2) #4 HOOPS AT TOP (2) #4 HOOPS AT TOP ¢ d I 3/$"x10" TALL KNIFEPLATE AND c•�_ b {E} WALL BEYOND e'i C ° (1) #4 HOOP AT MID AND ° (1) #4 HOOP AT MID AND a L _ 4 <i,41 --�: (4) 7/8"Sb THROUGH BOLTS AND CUT BACK AS NECESSARY = LOWER SECTION OF PLINTH LOWER SECTION OF PLINTH >I. fl (:) TO INSTALL PLINTH G 1 1/2" 1 1/2" : / 11 3/8 x5 1/2"x9" BASEPLATE WITH IIMM -,' II FOOTING PER PLAN I FOOTING PER PLAN (2) 1/2"x6" EMBED HWS CONCRETE TOPPING ci li . DOWEL INTO WALL BELOW WITH a a __ 0( a DOWEL INTO WALL BELOW WITH --.0 LI a a II CENTER POST ON WALL �11■� a SLAB PER PLANZ Cr ii V i ii (2) #4x4 EMBED SIMPSON (2) #4x4" EMBED SIMPSON �� 11 I _ _ - I ,� Q v �. II I u 11 a �� - L SET-XP EPDXY A - �— c A �, _ 11, CURB PER ARCH. 11 1� a II 1 11c SET-XP EPDXY as I �, a U M II 0 I FIN. GRADE a TRIM EXISTING 4 16 a a WALL PER PLAN RAMP PER ARCH. a 4 �. CI: -I I—I I ° -I —I I-- 1—I 11 1 , I I > a c (2) #4 VERTICAL BARS EACH FACE 4 ° 111111111 GLULAM PLATE o -_i-1 i—i 1 ,----1 t 1-1 1 I -1 11-1 11—I 1 i----1 1 1 T a a u I �/ � a o a _ I a 4 - a - 4 ,53 ° 4 4 a ` ii II/ I ` a 4 a ikd 1I EXISTING WALL--TRIM AS a II ii In a a NECESSARY TO INSTALL NEW +II • - q Q FINISHED FLOOR 4 b ' • 0. CES �- - a a I FOOTINGS BEYOND PER ARCH. 4 4 a _ a -a ° d FOUNDATION DETAILS a ° 6 a 4\\___ \ a ELEVATION - I ri c a Q a1 u a li - � I4 I I—t I I a 4 a -c C 6 o (2) VERTICAL #4 BARS EACH FACE (2) VERTICAL #4 BARS EACH FACE G V ° ° c 0 S2.1 NOTE: SLOPE PLINTH AWAY FROM 05- TRUSS POST AT WALL 10 EXTERIOR POSTS AT WALL POST AT 1/4"/FT MINIMUM 11 POST AT WALL 12 TRUSS POST AT PLINTH JOB N0. 180140.01 3 2 2.1 1" = 1'-0" 52. 3/4" = 1'-0" S2. 1" = 1'-0" 82. 1" = 1'-0" Q 2019 ODA. P.C./CIDA AU. RIGHTS RESERVED o — w -Pg ,10 12 CONC. WALL = ,.-6• I , - /� • • • N WALL AND SHEATHING PER PLAN 1 �'�� ''t 4x8 PT SILL PLATE WITH s #4 VERTICAL BARS AT 12" = 5/8"0x7" EMBED J-BOLTS © 32" Q.C. ± ( ) {N) WALL AND SHEATHING PER PLAN 0.C. EACH FACE U.N.O. ON SHEARWALL SCHEDULE ¢ FULL-DEPTH 1 3/4" LSL ' y/ r, I a #4 HORIZONTAL BARS AT 12" BLOCKING BETWEEN EACH JOIST 10d FASTENERS AT 6" O.C. SHEATHING PER PLAN � � O.C. EACH FACE PROTECT BLOCKING AT ,\ 10d FASTENERS AT 6" 0.C. EXISTING CONCRETE _ (E) RIM BOARD TO REMAIN (E) RIM BOARD TO REMAIN a PT 2x8 LEDGER WITH (N) FLOOR PER PLAN - �� "•*• 1/2"0x6" SIMPSON TITEN HD = 1(E) SHEATHING TO REMAIN i V L .. .. / ., u u ., ., v ANCHORS AT 12" 0.C. - I 'i I I • J \\ / • 1I • lzSl tY l I b S — it ' 1L e . w I FLOOR JOISTS PER PLAN E Aw w ix • (E) FLOOR FRAMING (E) FLOOR FRAMING c. Ell JOISTS PER PLAN WITH TO REMAIN TO REMAIN a SIMPSON ITS HANGERS PT 2x8 LEDGER WITH , 0 m 1/2"0x6" SIMPSON TITEN HD ti JOISTS PER PLAN '�, I ANCHORS AT 12" O.C. CONC. WALL PER 6/S2.1 w o� rn • PT 4x8 LEDGER WITH Q 0 — N- \,—.-- ANCHORS JOISTS PER PLAN 5/8"0x$" SIMPSON TITEN HD _� _ N ANCHORS AT 8" 0.C. (E) CONC. WALL w 0 cD JOISTS AT CONC. WALL4) JOISTS AT CONC. WALL JOISTS AT EXISTING WALL 4 NEW WALL AT EXISTING BASEMENT 1" - 1'-0" 82. 1" - 1'-0„ 4x PT SILL PLATE WITH 5/8"0x7" EMBED J-BOLTS ® 32" O.C. PT LEDGER PER 2/S2.2 COUNTERSINK AS NECESSARY (2) #4xCONT. BARS AT TOP OF WALL (2) #4xCONT. BARS AT TOP AND BOTTOM OF WALL ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN EDGE NAILING PER PLAN --I, -•- SEE 2/52.2 FOR ADDITIONAL SEE 2/S2.2 FOR ADDITIONAL INFORMATION INFORMATION PT 4x8 LEDGER WITH • {N} WALL AND SHEATHING PER PLAN • • (3) 10d FASTENERS TO (3) 10d FASTENERS TO 5/8"0x8" SIMPSON TITEN HD ANCHOR AT 12" 0.C. 15 I/7- I EACH BLOCKING BELOW EACH BLOCKING BELOW • ROOF SHEATHING PER PLAN ROOF SHEATHING BEVEL TOP EDGE TO MATCH TOP CHORD SLOPE I I _ _ PER PLAN al (E) RIM BOARD TO REMAIN t..,.....1/3 '•`" ii 10d FASTENERS AT 6" O.C. - A * .1\ i,MI,116 i tttttt M1 S S (E) SHEATHING TO REMAIN LEDGER PER 2/S2.2 `' 1 3/4" LSL BLOCKING = �• II __.I.,:..., =_3 - ARCHITECTURE BETWEEN JOISTS 'I 77/ !\)( I /InI• ENGINEERING 4 • 1 ° L PLANNINGU ROOF SHEATHING PER PLAN INTERIORS SEE 2/52.2 FOR ROOF JOISTS PER PLAN ADDITIONAL INFORMATION FULL DEPTH LVL BLOCKING EXTERIOR SHEATHING 15895 SW 72ND AVE SUITE 249 FIRST THREE BAYS AT 48" O.C. PORTLAND. OREGON 97224 ROOF JOISTS PER PLAN WITH TEL : s O s . z z e . 2 8 5 Y/ { • ` \-NEW PER PLANS SIMPSON ITS HANGERS • FAX 503 . 226 . 67O (E) FLOOR FRAMING LSI IXI (N) CONCRETE WALL TO MATCH THICKNESS OF EXISTING WWW . CIDAINC . COM TO REMAIN WALL BELOW WITH #4 HORIZONTAL BARS AT 12" O.C. _ (N) CONCRETE WALL TO MATCH THICKNESS OF EXISTING WALL BELOW WITH #4 HORIZONTAL BARS AT 12" O.C. BLOCKING FIRST (3) #4 BARS TO TOP OF WALL AT 8" O.C. WITH 8" • • SIMPSON SET-XP EPDXY EMBED INTO EXISTING WALL • • #4x4 -0 BARS AT EPQOXY EMBED 8" SIMPSON SET- P BAYS AT 48" O.C. SLOPE OF WALL TO MATCH ROOF EZZI /---.C-- / ,y (E) CONCRETE WALL = (E) CONC. WALL J'"- \ (E) CONC. WALL / . (E) CONC. WALL �� (E) STUD WALL 0 ROOF JOISTS PER PLAN __N -- - CC y, M NEW WALL AT EXISTING BASEMENT s NEW ROOF AT EXISTING WALL TRUSSES AT EXTERIOR WALL s TRUSSES AT EXTERIOR WALL El) 1" = 1'-0" _ _ S2. 1" 1'-0" 1�, - 1,,0„ S2. 1„ = 1,^O„ 0 ee O > W #4 DOWELS AT 36" (2) #3 CONT. BARS TOP AND 24" d > 0 BOTTOM OF WALL #4 BENT DOWEL INTO RAMP 24" r ❑ U 0 O.C. EMBED 4" W/ 7/RAMP PER 11/S2.2 z C/) W EPDXY ADHESIVE (2) #4 CONT. BARS TOP AND BOTTOM OF WALL SLOPE PER ARCH. N CC \ • Z O 5�. #4 BARS AT 12" O.C. HORIZONTALM T .. / [ CC #4 AT 12" O.C. / AND #4 BARS AT 12" O.C. VERTICAL ❑ 8 #4 BARS AT 12" 0.C. HORIZONTAL ' (n CC ± STAIR AND NOSING " # �� pP0 p8`I °o°0 og wM co CONC. CURB BEYOND ., 24 AND 4 BARS AT 12" O.C. VERTICAL °�a °�o�° °�aaeoO aon � • j REINFORCING PER 9/S2.2 #4 DOWELS © 2 -0 0.C. x ter- - R AND NOSING , 8jc.0.0.00„,o2 °o 000$20 oo 03 ,`� ; 4" EMBED WITH EPDXY ADHESIVE REINFORCINSTAG PER 9/52 2 A °��aOv��nbbo �1 —I TH =-' E›- 0 ~ #4 AT 24" O.C. o_ // W (..) E 6" THICK WALL AT EDGE OF STAIR / CURB BEYOND PER ARCH \ —III III I I 10 4" CONC. RAMP WITH ,,,,, #3 NOSING BARS S2.2 #4 BARS AT 24" 0.C. ® 180.000�o$�a°oode�68 I >w #4 AT 12" O.C. 00 00 f .09. �$ o a � 71311111 � —III—III-1i I Fl I— , °�°�a� 0 Q(�°L,°d'a 1[ gQ�o�p opQa��O$�Q ��e�a�Oli (3) #4 DOWELS, o —III 1 I I I I H Hi _ -i\-----7-- � 1----' .. .. .. bid° Ooo Q6�o°°Q $ I• 41111141 -* EMBED 3" W/ _ I I 1 I I I I I �' ,,,,, Q ,o$;to`q'$Oz N__ EPDXY ADHESIVE stip c°°° $ 07; s • '� #4x48" DOWEL INTO FOOTING BELOW -- --111=111-1 ! I I III III • CC CONCRETE SLAB WITH 4" EPDXY EMBED INTO FOOTING I—� —� �- ' • • PER PLAN11 BEND INTO STAIR TREAD k #4 BENT DOWEL INTO FOOTING BELOW1p � WITH 4" EPDXY EMBED INTO FOOTING1 X IJ 24"�VARIESEND INTO STAIR TREAD 0 -Q �` o�ap° �j �° o�ap °�° 1'-6" WIDE CONT. CONC. •. CONCRETE WALL �opV°0$�WQo0° t� FOOTING AT BASE OF STAIR i PER 6 52.1 S 0 °0c ocpa3B 9_00(g663-4' 1 '-6" WIDE CONT. CONC. p° acro op°cPo•pa�b° `� FLOOR FRAMING U DETAILS 0 ° { f� ° FOOTING EACH SIDE OF RAMP So°° o° 1-,S o 1On -�� I I �� b CP°430 VQ bcbc'cP S? 0 1 '-6" WIDExCONT. CONC. —III III I I i---\\ C7� v FOOTING AT PERIMETER OF CONCRETE WALL S2.2 STAIR WITH (3) #4 CONT. BARS PER 6/52.1 I 1 1 I I I I I— ad no 9 CONCRETE STAIR DETAIL to CONCRETE STAIR DETAIL ii CONC. RAMP DETAIL CONCRETE STAIR AT RAMP DETAIL JOB NO. 180140.01 a S2. 1/2" = 1'-0" S2, 1" = 1'-0" S2. 3/4" = 1'-0" 1" = 1'-0" © 2019 cine P.C./GOA AL RIGHTS RESERVED O w DBL 2x KING STUD U.N.O. FASTEN TOGETHER WITH ROWS 16d * 8" O.C. RIDGE BEAM PER PLAN ,..% .:..• , PLYWOOD SHEATHING-- ROOF DECK PER PLAN �94% l WALL PER PLAN SPAN HEADER �� / �41111 � 2x6 WALL ROOF DECK PER PLAN - �� , (3) 2x10 SIMPSON HUC48 HANGERS WITH SLOPED SEAT - �® <4'-0" SIMPSON HGA10 EACH JOIST 1 \? POWDER COAT HANGERS PER COLOR POWDER COAT CLIP BLACK PER ARCH. 1 > 4'-0" PER PLAN SPECIFIED BY ARCHITECT pQat�� 3U i 1 1 3/4" LSL BLOCKING `� 1 1 � 1 BLIWEEN JOISTS _-- 11 l A� 1/2" PLYWOOD SPACER(S) BEAM PER PLAN ROOF DECK PER PLAN SIMP50N HGA10 EACH JOIST I. /�: 1 fid 12" O.C. TYP POWDER COAT CLIP PER ARCH. - =�� ' 64 I ROOF JOISTS PER PLAN WITH �� + t + + + + III SIMPSON HUC314 HANGERS WITH SLOPED SEAT ® FASCIA BOARD N.7(e...) -- .AM POWDER COAT HANGERS PER COLOR SPECIFIED -` PER ARCH. A-A ROOF JOISTS PER PLAN WITH BY ARCHITECT 1; �' NOTE TO CONTRACTOR: 55 �_ N.. A- SIMPSON HUC312 HANGERS _ POWDER COAT HANGERS PER ROOF SLOPES VARY ON EACH SIDE OF .N._ HEADER PER SHEDULE--ATTACH W/ SIMPSON LCE4 COLOR SPECIFIED BY ARCHITECT GIRDER, FIELD VERIFY SLOPES PRIOR TO ,,5 Lill , CLIP EACH SIDE AT EACH END (4 TOTAL) TRIM JOIST TO BE FLUSH WITH ORDERING CUSTOM SLOPED HANGERS � � c� --SEE DETAIL A-A FOR (3) 2x HEADER BOTTOM OF BEAM w ci Z -J SIMPSON CS16x6'-0" STRAP AT HEADERS IN SHEAR WALLS BEAM PER PLAN o m 1 1 \ 2x FLAT BLOCKING BETWEEN STUDS 4x JOISTS PER PLAN - NOTCH JOISTS AT BEAM SUPPORT W rn rn 2x BLOCKING ROOF JOISTS PER PLAN o i N--LOCATE AT PLYWOOD SHEATHINGPANEL EDGES (1) 2x JACK STUD BEAM PER PLAN \--TRIM JOIST TAILS TO ALIGN :::: FASTEN TO KING STUD WITH WITH FASCIA BOARD (2) ROWS 16d ® 8' O.C. N WALL HEADER FRAMING JOISTS AT PERIMETER BEAM JOISTS AT RIDGE BEAM 4 JOISTS AT PERIMETER BEAM 1" = 1'-0" 1> = 1'-0" 1" = 1'-0" S3. 1" = 1'-0" RIDGE BEAMS PER PLAN 2x STUD EACH SIDE OF P05T WITH ROOF DECK PER PLAN 10d FASTENERS AT 8" O.C. STAGGERED ROOF JOISTS PLYWOOD SHEATHING - FASTEN STUDS TO RIDGE BEAM WITH PER PLAN WALL PER (6) SIMPSON SDS25300 EACH FACE PLAN A 2x DOUBLE TOP PLATE DOUBLE 2x TOP PLATE KING STUDS PER 1/S3.1 r� `_ �►- a� ROOF DECK PER PLAN ANCHOR ROOF JOISTS TO el � / 6x6 DF-L #1 POST BELOW JACK STUDS PER 1/S3.1 BEAM PER 2/53.1 RIDGE BEAM WITH SIMPSON AC6 EACH SIDE OF BEAM STRAP OVER JOINT PER PLAN "— ROOF JOISTS ROOF JOISTS \ 61 A-A , 2x FLAT BLOCKING BETWEEN STUDS [PER PLAN PER PLAN SIMPSON HGA10 EACH JOIST POWDER COAT CLIP BLACK PER ARCH. ROOF JOISTS PER PLAN ]� DOUBLE 2x STUD BELOW » ' 1 3/4" LSL BLOCKING EACH ROOF JOIST, TYP. MI ARCHITECTURE SIMPSON CS16x6 -0 STRAP E �` A BETWEEN JOISTS ENGINEERING 1 1 —/ • • FASTEN 2x CRIPPLE STUD ,_ 1 II PLANNING TO JACK STUD WITH - j INTERIORS Q:�, 1 II ;1�_ ROOF DECK PER PLAN (2) ROWS 16d 8' O.C. l . . II S _� "` ,,,,___ DOUBLE 2x WINDOW SILL U.N.O. -' I II• ��~ ,_ _, 7TE 200 � 2'-0' �, �' �'] / FASCIA SPER BOARD ARCH. PORTLAND, ORED GON019722�4 TEL 5 0 3 2 2 6 1 2 8 5 r + + 4/1- + + + L ® 444 F A x 5 0 3 2 2 6 1 6 7 0 — I 5� + RIDGE BEAM RIDGE BEAM 614--*4-- -.,, www c I o A 1 N c c o I� o BEAM PER PLAN PER PLAN PER PLAN • - \ 1 6 POST PER PLAN ! 1 WITH SIMPSON CC66 . I AT BEAM ABOVE 1 I ROOF JOISTS PER PLAN0 TRIM JOIST TAILS TO ALIGN A WALL AND SHEATHING PER PLAN WITH FASCIA BOARDCC '.\/ BEAM PER PLAN A-A WALL SILL FRAMING0 C.!) EXTERIOR ROOF BEAMS AT POSTRIDGE BEAM AT INTERIOR WALLs JOISTS AT PERIMETER WALL 1" = 1'-0" 1" = t'-0" 3/4" 1'-0" S3, 1" = i'-o" Coi)O ROOF SHEATHING PER PLAN r W BEAM PER PLAN W > Z ❑ Q O SLOPE DOUBLE TOP PLATE - L Z (J) W AT ROOF BEAM ��®f CC m N CcS Z ROOF JOISTS PER PLAN C7a� M co a ROOF DECK PER PLAN STUD WALL PER PLAN w M o a CC o 0 ROOF BEAM PER PLAN WITH H 0 c) I— 16d FASTENERS AT 12" D.C. SIMPSON BC6 POST CAP EACH SIDE Z TO EACH BLOCK 0 NOTCH BEAM AT DOUBLE TOP PLATE E A-A a a ROOF JOISTS PER PLAN / FASTEN SHEATHING TO BEAM -J >. _ I 1 i - ABOVE WALL PER PLAN 0.4 BEAM PER PLAN _ IIII - -A Z 0 - - - 1 C, < - - < I f CIC '' '''. \ t \11 `). -O FULL-DEPTH BLOCKING SIMPSON A34 CLIP AT-\\ 2'-0" O.C. MAX. 4x6 FLAT BLOCKING AT AT 4'-0" O.C. EACH NEW BEAM WITH SIMPSON x CUSTOM STOREFRONT PER ARCH. HGA10 EACH SIDE TO ATTACH TO UNDERSIDE OF JOIST -- '�- SIDE OF STOREFRONT � PER MANUFACTURER EXISTING STUDS -A __ (E) EXTERIOR WALL ROOF FRAMING TO REMAIN DETAILS .9 U / POST PER PLAN F WALL PER PLAN (N) 2x WALL PER PLAN 83.1 0 0 ,.,_ s STOREFRONT AT ROOF -oI ROOF BEAM TO PERIMETER WALL ii NOT USED 12 NEW ROOF SUPPORT JOB NO. 180140.01 2S3. 3/4" = 1'-0" 83. 1" = 1'-0" S3. 3/4" = 1'-0" S3. 3/4" - 1'-0" / C 2419 CfDA, P.C. CIDA ALL RIGHTS RESERVED -a w (N) ROOF DECK PER PLAN CRIPPLE WALL PER PLAN 9 NEW RIDGE BEAM PER PLAN (N) FRAMING PER PLAN "i `a., ROOF SUPPORTS PER PLAN (N) ROOF DECK PER PLAN ROOF DECK PER PLAN NOTCH SUPPORTS AT ____ _ DOUBLE TOP PLATE ,F (N) FRAMING PER PLAN °�—�I��—� 2x BLOCKING BETWEEN JOISTSH i 11 ,• . , /,pdp ®� (N) ROOF DECK PER PLAN �� DOUBLE 2x TOP PLATE — fitib r � -- FASTEN SHEATHING TO TOP �� PLATE PER PLAN �; �_ �_ (N) FRAMING PER PLAN �r -1® ��_ I'/�� /wry , ,_,, 2x4 STUDS AT 24" O.C. SHEATHED ® ' WITH PLYWOOD PER PLAN ____. ----_....--------"a — 2x STUDS PER PLAN SHEATHED 2x4 STUDS AT 24" Q.C. SHEATHED I CONNECT TO DECK BELOW WITH WITH PLYWOOD PER PLAN CONNECT TO BEAM BELOW WITH WITH PLYWOOD PER PLAN SIMPSON SDS25300 AT 18" O.C. «- SIMPSON SDS25600 AT 18" O.C. 1 ��I CONNECT TO DECK BELOW WITH _ —��r SIMP50N SDS25600 AT 18" O.C. �� a r I� (E) ROOF SHEATHING (E) ROOF SHEATHING �� I I �'r� • �C1_ �. CI7C1 �C1 }C1 >C / f w = ° w le: fiI t I , CD Z w o cc cc - (E) ROOF SHEATHING 0 m I(E) ROOF BEAM (E) ROOF BEAM (E) ROOF FRAMING TO REMAIN I (E)1/ ROOF BEAM °' °' (E) ROOF DECK TO REMAIN o N c\I w N) J 0 0 ____Ay___._ N CRIPPLE WALL AT (E) ROOF0. CRIPPLE WALL AT (E) ROOF CANOPY RIDGE BEAM AT JOISTS 94 CRIPPLE WALL AT (E) ROOF) 1" = 1'-D" 1., _ 1'-Q" 1" = 1'-a" 3. 1" = 1°-a" RIDGE BEAM HEADER WITH SIMPSON HUCQ412 TO BEAM BEYOND (E) ROOF DECK BEYOND CUT DECK AS NECESSARY TO INSTALL fkill NEW RIDGE BEAM (N) FRAMING AND DECK PER PLAN 61 _ ARCHITECTURE ENGINEERING U., PLANNING + * INTERIORS / : + + 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 4 TEL : 5 0 3 . 2 2 6 . 1 2 8 5 y + FAX : 5 0 3 . 2 2 6 . 1 6 7 0 W W W . C k D A I N C . C 0 FA (N) 2x4 LEDGER TO SUPPORT CUT ROOF DECK EACH SIDE WITH 10d FASTENERS AT 8" 0.C. STAGGERED RIDGE BEAM PER PLAN WITH SIMPSON HB5.5x18 HANGER AT HEADER (III)(E) ROOF BEAM BEYOND CC M RIDGE BEAM AT EXISTING BUILDINGI 431) 1,, = 1._0- C.$) O › W a ii. ao 0 W z W cc m N CC Z 0 < MCC d '1)7 M (i) CC Ea8j ,Liz ci)0 4 >- 0 Q N Fin t. Q 73 z 73 N O N CCE I I- -.- C ROOF FRAMING 0 DETAILS U C 0 ,, S3.2 O ..., c, JOB NO. 1$0140.01 b V n --- © 2019 ODA, P.C./CIDA ALL RIGHTS RESERVED GJ 2'-O" - RIDGE BEAM PER PLAN * ,I'. 1" BEAM PER 1/S3.3 2"±0--,-) /2"/ (4) EQ. SPACES ��2 MIN. ^ 6x6 DF-L #1 POST AT 5" EACH / . .�r �9 INVERTED SIMPSON CC66 AT RIDGE BEAM TO TRUSS ROOF DECK PER PLAN BEAM PER 1/S3.3 • < 4* �� i 5 1/2x21 GLULAM BEAM JOISTS PER PLAN O O O O /0* �• ______ _ __ ---- ---_ __ _ 5 1/2x21 GLULAM BEAM N ____ ,�gr,c4ti&,` ,� � .. + -0- + -.- + __ ... - . --__ _,-------- ___________________, ___ ,. __.__ ____ ..,. ,_,_, + 4- 4- + 4- • cn � r • Lill • • o ; , + 4 + 4 + ° �. -- ::: •j �. ``' ,_< ? SIMPSON OHT EACH SIDE © �. �� - t ... r v; + + 4- + AT POST TO BEAM Wir © r .. ® : : I POST PER 1/S3.3 5 1/2x15 GLULAM BEAM ...to , ,.I Q `~ f,; BEAM PER 1/S3.3 NW az_ n -0- 4 4- 4 ® cj r`' SIMPSON OHT EACH SIDE •�. .��, +� v Q + 4- O AT POST TO BEAM • ♦ n ( Li.,nLLJ CD S --ar BEAM PER 1/S3.3 z -J •• �� z o 4)- \ o m �-- __,......__\O O O O (---////-* R3/8" EACH SIDE OF TRUSS WITH (20) 7/8"0 THROUGH BOLTS TO TOP BEAM, ° N (20) 7/8"0 THROUGH BOLTS TO BOTTOM BEAM AND ° o 0 T— (2) 7/8"0 THROUGH BOLTS TO POST BELOW % N ---_/\., VI fV � 2 1/2" TRUSS ELEVATIONIP NOT USED • ROOF TRUSS AT POST TRUSS BEAM CONNECTION 1/4" = 1'-0" 1/4" = 1'-0" 1 1/2" = 1' 0" 1 1/2" = 1'-p., STRAP OVER JOINT PER PLAN BEAM PER 1/S3.3 ROOF DECK PER PLAN ROOF DECK PER PLAN R3/$" EACH SIDE OF TRUSS WITH �� ROOF BEAMS PER PLAN ROOF BEAMS PER PLAN NSF (12) 7/8"0 THROUGH BOLTS TO TOP BEAM AND (12) 7/8"0 THROUGH BOLTS TO BOTTOM BEAM 1 2" IL(3) EQ. 61 (3) EQ. 2" ? '^��SPACES AT 3"� SPACES AT 3° '4 • 'I I�? e I I� I ARCHITECTURE I I I TI r-1 r-i ENGINEERING �______ ROOF BEAM PER PLAN 1 / ivMI Ili - SEE 4 S3.1 FOR ADDITIONAL INFORMATION \___ IN I PLANNING \z / Z. INTERIORS ROOF BEAM PER PLAN WITH SIMPSON WP ROOF BEAM PER PLAN �� -�` o HANGER WITH SLOPED AND OFFSET El 15895 SW 72ND AVE ` HANGER AND HIGH SIDE FLUSH PORTLAND, OREGON SUITE97224 200 ` W = 5-1/2, SLOPED BLOCKING BETWEEN ". 44- 4 - ` - 12" BEAMS AND TRUSS T E L : 5 0 2 2 6 . 1 z E1 5 DI-1IGH SIDE FAX : 5 0 3 . 2 2 6 . 1 670 ANCHORAGE TO BE DETERMINED www c r D A I N c c o kl - + � 4- 4 � `. TRUSS BEAM PER 1/S3.3 SIMPSON EC 12" COLUMN CAP e WITH STRAPS ROTATED 90' El - E = 3-3/4" i7---1) N �` TRUSS BEYOND PER 1/53.3 \` N'• POST PER PLAN CONNECTION PER 3/S3.3 POST PER PLANI \z A 0\\---B to EAM PER 1/S3.3 V CCM TRUSS BEAM CONNECTION , s NOT USED ROOF TRUSS AT POST 8 ROOF TRUSS AT FRAMING 1 1/2" = 1 ' 0r' 3. 1 1/2" = 1'-0" 1" = 1'-0" 3. 1" = 1,-0„ 0 O > w W Q O W Z w oC N g o O Z C o 0 il 0IZ oP E Ces) LU L 0 In a 1 )II"0 1-... I- 0. a cr 6 civ CC O C E 1 x 0 1 / TRUSS DETAILS 2 C 0 O 0 83.3 0 O JOB NO. 180140.01 co o © 2019 Ca P.C./CIDA ALL RIGHTS RESERVED 0 --- ii;