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Plans SIT2014 00019 & BUP2014 00257 RECEIVED OCT 3 p 2014 Architecture Interiors CITY f D Planning a Engineering n � -- Portland,OR Vancouver,WA J Wit, h � s 360.695.7879 ---— --1-- — -- r �, ; Seattle,WA 206.749.9993 217 ` _ www.mCknze.com `~ i MACKENZIE. DESIGN DRIVEN 1 CLIENT FOCUSED Q'. APPLICANT Client DEVELOPMENT CORP. I I SITE MAJ DEVELOPEMENT CORP 300 WEST 15TH STREET 300 WEST 15TH STREET, SUITE 200 l -- ' a.44Ac 2,7 I l VANCOUVER WA 98660 V� WA 98660 SUITE 200 19,3sz sF PH: (360) 823-5125 R+ :. :Shady:L-n - lCtf SWCascade Blvd• l — I _ - I — — _ T- — -- — '5 / CONTACT PERSON MACKENZIE City of Tigard Erosion Control ,qJ _j ATTN: RYAN SCHERA To Schedule Inspections: 1515 SE WATER AVE., SUITE 100 ,w . L i �: - - ' . PORTLAND OR 97214 Call (503) 639-4175 PH: (503) 224-9560 Initial inspection: — _ ,Snda —+` FAX: 503) 228-1285 Prior to footing inspection - ,: , - -- — --- jsverrst f Prior to final building Inspection E-MAI RscheroC�grpmack.com Final inspection f�;� �' �yyh I ; 1 I l e ,/, •, �� :�� CIVIL/PLANNING/LAND ARCH MACKENZIE i I '� RYAN SCHERA RON HEIDEN —, ATTN: BOB FRENTRESS . � � 601 MAIN STREET, SUITE 101 4 /� • ` % � x VANCOUVER, WA 98660 r / �; ml i PH: (360) 695-7879 j ,/ f f FAX: 360) 693-6637 1 VICINITY MAP r $-,;L- �02 ul f / �,. 1. E-MAIL: RLF@mcknze.com / RMS®mcknze.com / RAG®mcknze.com f� .. z... l%�1 r,,, � •C0Project.0 SCALE: NTS ARCHITECT RETAIL > :- � f`'� y =`R--""➢' TILAND/SCHMIDT ARCHITECTS ATTN: RICK TILAND AT SHADY W.10':0 ' ' ', 3511 SW HOOD AVENUE, SUITE 200 LANE W ISA-MI aL a :,�i so PORTLAND, OR 97239 503) 220-8517 PH: ( FAX: 503 ) 220-8518 E-MAIL: rlcktiland@tilandschmidt.com 9785 Shy SHADY LANE 'TIGARD, OR ` SURVEYOR SITE ADDRESS ° T4 >w NORTHWEST SURVEYING INC. ___-_ � �I�r,�Y LWdt: -� - - - ___ 1815 NW 169TH PLACE, SUITE 2090 PRgfi 9785 SW SHADY LANE , �.... - _ _ ATTN: CLINT STUBBS TIGARD OREGON �-.� * - - -- -- -- -_ k-_ - _-_ ._._..____ _ �___ -_ -_�_- _ _._._-___ _�...._._. _ _ ._..____ -_ D BEAVERTON OR 97006 't PH. 0 848-2127 G� LEGAL DESCRIPTION E-MAIL: clint@nwsrvy.com r >,�,�� A PARCEL OF LAND NOTED AT ) �o o x� TAX LOT 200, MAP 1S-1-35BD 2 COVER SHEET __._ Fir 5 SPECI�aI_ l�;Sl:a�-C"i-1C1�.1 �`i��•t�UIF�EI� � FRENtR C�.O SCALE: 1" = 50' �..._. State of Oregon Structural Specialty Code CITY OF TIGARD _ EXPIRES: 12 31 15 REVIEWED FOR CODE COMPLIANCE VERTICAL DATUM 50 0 25 50 100 200 ❑ Concrete and Reinforcing Steel Approved: 17—� tilts Installed in Concrete OTC: [ ] MACKENZIE 2014 ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK N0.44 © ALL RIGHTS RESERVED THE BENCHMARK IS A BRASS DISK LOCATED ON TOP OF A CONCRETE ❑ Special Moment-Resisting Concrete Frame Permit#: 20K__CO2 GUARDRAIL AT THE NORTHEAST CORNER OF THE SW GREENBURG ROAD ( IN FEET ) I , THESE DRAWINGS ARE THE PROPERTY OVERPASS ACROSS HIGHWAY 217. THE BENCHMARK ELEVATION IS I inch = 50 ft. ❑ �ReinnifIng Steel&Prestressing Steel Tendons Address: MACKENZIE AND ARE NOT TO BE USED 200.03 FEET ON THE NGVD 1929 DATUM. Suite#: OR REPRODUCED 1N ANY MANNER, al WeldingWITHOUT PRIOR WRITTEN PERMISSION By: Date: 6 ❑ High-Strenght Bolting REVISIONS: ❑ Structural Masonry Lu/�s Z c�<_ REVISIONS REVISION DELTA ❑ Reinforced Gypsum Concrete 5o THIS CLOSING DATE NOTICE TO EXCAVATORS: ❑ Insulating Concrete Fill CITY OF TIGARD SHEET INDEX REVIEWED FOR CODE COMPLIANCE ATTENTION: OREGON LAW REQUIRES YOU ❑ Spray Applied Fire-Resistive Materials TO FOLLOW RULES ADOPTED BY THE CO.0 COVER SHEET Approved: OREGON UTILITY NOTIFICATION CENTER. ❑ P"�'Igs, Drilled Piers and Caissons OTC: THOSE RULES ARE SET FORTH IN OAR C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN ❑ Shotcrete 952-001-0010 THROUGH OAR Permit#: -6ZOW - 952-001-0090. YOU MAY OBTAIN C2.1 SITE PLAN ❑ Special Grading, Excavation and Filling Address: COPIES OF THE RULES BY CALLING THE CENTER. C2.2 SITE GRADING PLAN ❑ Smoke-Control Systems Suite #: -_ NOTE: THE TELEPHONE NUMBER FOR ❑ other Ins e�tlons By: Date: (l THE OREGON UTILITY NOTIFICATION C2.3 UTILITY PLAN p • CENTER IS 1-800-332-2344 OR 811.) C5.0 EROSION AND SEDIMENT CONTROL PLAN C5.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS OFFICE COPY SHEET TITLE: COVER C8.1 SITE DETAILS SHEET ¢ C8.2 SITE DETAILS L2.0 TREE PRESERVATION AND REMOVAL SITE PLAN In=wh.rsheWA L2.1 TREE CANOPY SITE PLAN '1.Mbefomyoudig. - L2.2 PARKING LOT AND STREET TREE CANOPY AND SOIL VOLUME PLAN ' L2.3 LANDSCAPE PLAN L8.0 LANDSCAPE DETAIL DRAWN BY: RLF TOPOGRAPHIC SURVEY DGL UNDERGROUND UTILITY CHECKED BY- TELEPHONE NUMBERS ARCHITECTURAL PLANS • SHEET: STRUCTURAL PLANS - NW NATURAL GAS M-F 7am-6pm 503-226-4211 Ext.3047 AFTER HOURS 503-226-4211 PGE 503-570-4420 • QWEST 1-800-573-1311 RETAIL AT SHADY LANE VERIZON 503-643-2016 JOB No. 2130043.15 SUBMITTED FOR PERMIT.- 10-30-14 213004315\CML\4315—C0.0.DWG RLF 10/30/14 12:10 1:50 f f Architecture Interiors Planning a Engineering Portland,OR / f 503.224.9560 l rJ Vancouver,360.695.7879 - . , Seattle,WA - 206.749.9993 ~~ www.mcknze.com _ ,� •` ~• MACKENZI E. ,lrE ) — 1..9.D / , JUT (SE) = 158.6' _ ,• fi j - OE516N DRIVEN i CLIENT FOCUSED- L 3 ,/ aaattt9llttt ASPHALT Client W MAJ DEVELOPMENT COFF. ES 5TH Siam■ Q� / __ _�!' WEST LVI 05 c� R=1034.93 - Ian js-3- 3", � � - VANCOUVER, WA 98660 L=50.15' •., ' �.,,� - r . C RALE STATION SIGN' EAS ENT Ly=2'45'34» � •., , SEX 11OZ PACE 969 3 \� / CH=N33'59'02°E --•,, 50.14 _ DECIDUOUS CLI M' JU` + Vf0r66" 0' - PROx SEWER LOC ON �,ARKED ''o ''� 11 5 CYCLONE FENS ! c t . --- ,,/" j G) BY OTr,t'N,,. Ct1A{Tli~�JUES WEST TO w. 6 1�O FEi�(Cc�_ � _ �DUILt)!�!'v OVERHANG $ niGtt UNKNOWN LOCATION , "—MASONRY WALL. Ira �, •^„"''.— ' +�,� /\ -• ! � �` Y BUILDING� ONE-STCY MASONRY OF 9 9765 SW SHADY LANE • / ASPHALT # - I�R,I;►� FASCIA r-FF--167.1a � _ ��; KEYNOTES / 1. REMOVE EXISTING CANOPY - 1 "' / / �, �q� :��iii� 0` ;I _:+. ' • - . : ! ------- 2. REMOVE EXISTING CURB ' ADA RAM Project P / cb -•• 1 3. REMOVE EXISTING CHANIN LINK FENCE RETAIL, 3 ; � 4. REMOVE EXISTING CONCRETE AT SHADY - % ' "� I -1 7 / . . 1 , ,� '--NO �l,u, LANE / LOCATES 5. REMOVE EXISTING PILLARS - :.. 6. EXISTING CURB TO REMAIN .41• r - �� " ::::: :- ► ,�� Thk LOT "00 7. REMOVE EXISTING ASPHALT 97853.SW SHADY LANE TIGARD, OR - }. I � 8. EXISTING POWER TO REMAIN T Ln LJ I " T STOP BAR STRIPE : :::: . u7 9. EXISTING GAS TO REMAIN ------ . --- - � - j r - E Ate;'ALT - - A.. _ ::::::.:::::::::------------- -----------:-=:::::::::: := , 10. EXISTING TELEPHONE TO REMAIN ADA RhzylP I I = ---- I j :;; Oi;_CIPS:" __ :S. lie11. REMOVE REPLACE EXISTING CATCH BASIN ♦ 8 f / 12. REPLACE EXISTING DRIVEWAY. - _ = __ _ 2::: r t i1 CRESS�GRESS EAS&ENT /ASPHALT : - =:::-" ::::: :: ::: : 4 :::: STt-4 BOOK 1102, PAGE 9-9 13. REPLACE WITH NEW CURB AND SIDEWALK PP W AREA ":" _ 2 " S 1 LIGHT WAT j «s .i� ,,, lot-N c j / 2 / DEC.4,U US 14. EXISTING ASPHALT TO REMAIN �$� s - - •. �` .-..M -"'..''_• .7€L 7i.--. '.... -} mss, ?�L-'- �q -+�-'�'� " .t�'R"g...-� S •1Fs.r- - __ " _. EXPIRES• 12/31/151 I/^ ST41_1 'N, T& —Ta— I,I r ___m — — —1� -- — — _ 1-2MACKENZIE 2014 4 -_ — 13 __ _ -- -- __ ._ LEGEND ALL RIGHTS RESERVED SW SHADY LANE { THESE DRAWINGS ARE THE PROPERTY MAENZIE AND REPRODUC DR IN USED ANY MANNER, OR WITHOUT PRIOR WRITTEN PERMISSION APPROXIMATE EXTENTS OF AC TO REMAIN ,,,•'"'' � STP,d- �� --s'I61— � '�..- . — _ } — _ _ � ''� REVISIONS: GAS s — —sw-- — — ... ,� __ .._ _. _ REVISIONS REVISION DELTA ' •/ _, T S 3 ��., I — --- ---US--------- APPROXIMATE EXTENTS OF AC/CONCRETE TO BE REMOVED 5� nils CLOSING DATE � ' ` it v SHEET s a • b ti 3rw� __ —_WAT-,... LL STM- COW cow TRASFGR ,R ASPHALT I -- ~- EXISTING CONDITIONS AND DEMOLITION SHEET TITLE: Ct0J PM I EXISTING 20 0 10 20 40 so CONDMONS t IN FEET AND DEMOL ON I inch = 20 it PLAN DRAWN BY: RLF DGL - CHECKED BY: SHEET: ciao ,,oB NO- 2130043.15 SUBMITTED FOR PERMIT: 10-30-14 213004315\CIVIL\4315-C1.0.OWG RLF 10/30/14. 10.48 1:20 Architecture Interiors Planning o Engineering As !y KEYNOTES # I / 1. INSTALL CITY OF TIGARD COMMERCIAL DRIVEWAY Portland,OR : 26 503.224.9560 2. INSTALL LANDSCAPING Vancouver,WA 3. INSTALL TRASH ENCLOSURE SEE ARCHITECTURAL PLANS 360.695.7879 j j fSeattle,WA 26 4. EXISTING SIGN TO REMAIN AND BE REBRANDED 206.749.9 93 f , 5. MATCH EXISTING SIDEWALK www.mcknze.com 6. PAINTED TRAFFIC ARROW MACKENZIE. 7. REPLACE EXISTING DRIVEWAY WITH CONCRETE SIDEWALK DESIGN DRIVEN ,CUENT FOCUSED --� 8. INSTALL 2' CURB BREAK Client / 6 9. INSTALL ADA COMPLIANT RAMP SEE 4/C8.1 MAJ DEVELOPMENT C�• 2 / 300 WEST 15TH STREET 10. INSTALL ADA COMPIANT CORNER RAMP SEE 10/C8.1 SUITE ITE 200 i I VANCOUVER, WA 98660 J jr "SEt��1GE STA1;y3v EAGN S&ENT 11. INSTALL ADA SIGN SEE 7jC8.1 t 1 28 �� - `� BOOK 11OZ PAGE 969 12. CONCRETE CROSS WALK, 6" THICK SCORE PER ARCH. PLAN r 13 DECIDUOUS CLULf1� 13. EXISTING CURB AND FENCE TO REMAIN �- 4 - - 4. DRIVE THRU WITH 200 QUEUING LENGTH CYC-LONE FEt+iCl: - -� _ G7 �' 6' WOOD F ' --� 6' MGD ` �i 15. REPLACE EXISTING CATCH BASIN WITH CONTECH CB 80' ; _f-MASONRY WALL WA yq� : ' 26 35'± HIGH SIGN ,I 16. BIKE RACK FOR TWO SPACES (2.5'x 6' EACH) 'RAINBOW PARK & PLAYGROUND' 17. SIGHT LIGHT WITH CUTOFF LENSE \ .. % '� 13 ' 18. MENU BOARD UNDER SEPARATE SIGNING PACKAGE f EXISTING BLDG j 19. SPEAKER UNDER SEPARATE SIGNING PACKAGE 20. BOLLARD SEE 11/C8.1 16 ? 21, PRE-MENU BOARD UNDER SEPARATE SIGNING PACKAGE 3 - . t 22. HEIGHT CLEARANCE BAR I ! $ 9. < • __ - 23. DIRECTIONAL SIGNAGE UNDER SEPARATE SIGNING PACKAGE / ADA RAMP °D• Project 24. CURB FLUSH WITH ASPHALT I ASL 3S He ' 4.06' 25. BUMPER OVERHANG AT SHADY % T " j�' / R=12 2 TYP. I 26. ODOT RIGHT-OF-WAY LANE � / 20 U RD" .;.;��V-. 14 25 o 24 �{ BURG ! ,. • . ' �` ;' ® 29 6 27. CENTERLINE OF STREET 27 2i •1 18.5 27.5 9 R=5' 9785 SW 8"LADY LANE � � 28. EXISTING FIRE HYDRANT + POLL V413H LIGHT 1 1�. 15.5 12 15.5 ' 29. DIRECTIONAL SIGN, SEE 9/C8.1 TIGAM, OR AND MOWN DROP '. +n "n 1 , ' El 0 STOP BAR STRIPE 0.75 T y _-. : . i 25 «i - 04 18.5` J' 20 - -J. . g 23 17 f RAMP STOP 8AR �:. :.:� � 22 10 8.5 55 _1T7 Q5 a ,& \ = I ai , � 15 - I '' - 1 ---�' r �, BOM 1102 PA 9G9 I"r T /ASPHALT - q� o i� + T R=16' R fr �� » DECiDUDU3 SBF �2y 15. 9 S co F R E*A ` G -��• _ . . . , : • " '� 26' EXPIRES: 12 31 15 9 � 23 5 7 MACKENZIE 2014 SER © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY � � 3 SW SHADY .ANE 1 MACKENZIE AND ARE NOT TO BE USED �-- - - - - - - - W OR REPRODUCED IN ANY MANNER, - _ - - - - - -- WITHOUT PRIOR WRITTEN PERMISSION r 27 - REVISIONS: K7 W)< REVISIONS REVISION DELTA WAT ++pry 5ww SHEET i THIS CLOSING DATE w 4w s s� SITE PLAN SHEET TITLE: C2.i ____ - SITE PLAN 20 0 10 20 40 80 IN > 'Ir 1 inch = 20 ft CURB RADIUS SITE DATA PARKING DATA REQUIRED CAR PARKING ALL CURB RADII ARE 3.0' UNLESS OTHERWISE INDICATED PROPOSED BLDG AREA PARKING REQUIRED DRAWN BY: RLF EXISTING SITE AREA = 19,345 SF 0,44 AC PARKING DGL A 2,056 (7/1,000) 14.4 CHECKED BY: - STANDARD 15 TOTAL LANDSCAPE AREA = 6,273 SF (32.50 COMPACT 0 SHEET: TOTAL BUILDING AREA = 2,056 SF (10.60 REQUIRED BICYCLE PARKING ACCESSIBLE 1 BLDG AREA PARKING REQUIRED TOTAL DRIVE ISLE/PARKING AREA =• 11,016 SF (56.9%) TOTAL 16 A 2,056 UA110 SPACES (1/1,000) 2 PROPOSED IMPERVIOUS AREA = 13,072 SF (67.60 C2,1 EXISTING IMPERVIOUS SURFACES = 16,013 SF (82.70 EXISTING BUILDING = 2,015 SF EXISTING PARKING/DRIVE ISLE = 13,998 SF JOB NO. 2130043. 5 SUBMD FOR PERMITS 10-30-14 213004315\C3V1L\4315-C2.1.DWG RLF 10/30/14 10:48 1:20 GRADING NOTES 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED. FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS. OR THE OBVIOUS / GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES JJ BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID t ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF Architecture interiors f f CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED /J DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, Planning Engineering AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF SURFACING MATERIAL FINISH GRADING. AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH f �• ? HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. f f >r• , / p Portland,OR f 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING. AND OTHER IMPROVEMENTS TO •'' f 503,224.9560 r � - '� � f' SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757,571: Vancouver,WA EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 360.695.7879 72 HOURS M NIMUM} PRIOR TO START OF WORK. DAMAGE TO WA UTILITIES ALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. Beattie, 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION 206.749.9993 CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE -� .�:�-�" f° www mcknze.com TIME. ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH LL �' f f �`f ,�' >'` s •• CITY OF TIGARD REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY ' ,NE : 't} = 159.0' , , • - ,ff�,, '�,; ,s �= ..,. '•`'�,� EFFECTIVE EROSION CONTROL MACKENZIE, JUT SE _ 158.6' / , ,.,f, f i'f t '' f�` 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE f J �' / DESIGN DRIVEN i CLIENT FOCUSED � � f 1/ ''• � '�r - �� CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT - ,� ADJACENT PRIVATE PROPERTY. PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, Client ' AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK 70 ACCOMPLISH EFFECTIVE DRAINAGE CONTROL ) L � OXF 15TH STREET 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. SUITE 200 `SERII4E STATION SG�y EENT 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET V WA 98660 ,ACE IS BASED ON A SURVEY BY NORTHWEST SURVEYING INC., AND IS SHOWN FOR BOOI� 11C ```� ! l p` f"rI ✓'''� ,�� r I REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS OECIDUSUO_ WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. 63, 1, 15.E �' J r = -ry --- 4 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL ,},, // �•/� 1. f PLANS PRIOR TO CONSTRUCTION. 2X MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. - 6' HIGH f� 9. 5% MAX SLOPE EXCLUDING RAMPS AT PEDESTRIAN SIDEWALK CONNECTIONS f I/ r /f ,,,,,-MASONRY WALL j' BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. \ 1 - I ' = 35 HIGH\ �, °R0W PAR;( 10. WHERE SLOPES ARE STEEPER THAN 3.1, CONTRACTOR SHALL INSTALL JUTE MATTING.SIGN- op� AIN, 0ODA f SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING I WITH SOIL FOLLOW MANUFACTURERS RECOMMENDATIONS. EXISTING BLDG =f .�. f .n .` '4 ff�f 1 # .�� _ _ . - 3€4• FLU H WITH. ASPHALT CONC / ADA RASP ±Ex. b SEAL COAT Project APPROXIMATE/baENT OF h • / ASPHALT REMOVAL CONTRACTOR ,' f ,{ ` -" ---- e e T 1. CONTRACTOR SHALL APPLY SEAL COAT OVER ALL ASPHALT t LL CONFIRM EXTENT OF ,� _ �;° y _ AREAS TO PROVIDE UNIFORM APPEARANCE. A Y ASPHALT REMOVAL IN FIELD {, '. T SHAD / ` \ REQUIRED TO MAINTAIN ; •�, j f o •:T t �s l ' � _ OSITI DRAINAGE �; ' %/ .:== 1 167 00 TC LANE 6 o coN �� I ONC< 50 AC ,t:: . , J t,_ 1166.46 EX AC LEI js'� : :_: ::1 i. :.= 9785 SIN SHADY LANE f 3 ± EX ,T f f . , :.. Ex E 2/C2.2 't'iCaAi�D OR \ / ,,' ;' ; ;' o -€: '4:. a �S . :.. ...: ...... ,. 1 6- ±EX 66 ' T > STOP BA,R STRIPE �\� ;' f! 5. s GONC °i � s 1 5 fEX �' . .. I . ... .... .•• - ,. � i-APPROXIMATE EXTENT OF AC 1 6. AC / .:::: ::. ,t.'..s ! _- ASPHALT REMOVAL CONTRACTOR =1 :9 Ait AC: : ±EX . ADA RAMP - �� f ,{ c / 6 S ±EX":::: ! t SHALL CONFIRM EXTENT OF S / ry ��' "`.- .r., ; f' ,` t` f;RIM � � . . . .. /:... .... .. :} ' ASPHALT REMOVAL IN FIELD \ ...-.:.:•: REQUIRED TO MAINTAIN I N }' 1.390 I d a s ` RIM POSITIVE DRAINAGE '.,�� .. 2.09E :. y,r..: ._ ' I \�Y' iNIVRESS�G.RESS EAS sT /ASPHALT -; �� 1 os�. .,,.. �� ` _::.3,.�.: :. . . �': ..:� :� ti 8OC�'. 1102, PAS 96S - Ex AC ♦ :r...... .. DECIDUOUS IV. rFISN.. - .✓ CONC 'pl ► AT _ T S 0 ,. „ TO _ /� /Y EXPIRES• 12-73-1/51'531 r. �y / ii -...,...,,..- w-".,.+•rr"'s. 4/Cie, l - (' II _ C'3: _ • + \ / 5 CONC 166. i fEX 65 MATCH EX• 1 .7 EX MACKENZIE 2014 @ ALL RIGHTS 5 72 VED SW SHAD X AC THEE DRAWINGS ARE RT ERPROPERTY f- Y LANE '65• EX AC - r' MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 1 � WITHOUT PRIOR WRITTEN PERMISSION I �- / REVISIONS: . 6. 7 CONC 7 ONC N< REVISIONS REVISION DELTA 5:'! THIS CLOSING DATE _ ....... .� SHEET -- -- -- -- •- - ` ,`#i��F , 1 6.5 CON 16 V.0 . 1 0 C ONC_ 67 0 •- ft£'- - 660 - ------ ------- 07 j SITE GRADING PLAN GRADING LEGEND __ SHEET TITLE: PROPERTY LINE C2.2 - - 167.10 C CONC SITE 20 0 10 20 40 80 6 A 16 SE CONC' GRADING VERTICAL CURB i 34 EXISTING CONTOUR tIN � 3 1ss.3 AG i PLAN I inch - 20 ft. 34 1-FT CONTOUR 6 0 A TC 35- 5-FT CONTOUR CONC ® -CATCH BASIN ss TC = AC • X5.01 166 TC SPOT GRADE TC - ®TC TOP OF CURB GRADEDRAWN Y. RLF F2 ow AC TOP OF ASPHALT GRADE DGL ®RIM RIM ELEVATION CHECKED BY: _ GRADING ENLARGEMENT SHEET: 05.40 GONG TOP OF CONCRETE GRADE C2.2 5 a 2.5 5 10 20 APPROXIMATE EXTENT (IN } OF ASPHALT TO REMAIN I inch= 10 ft. C2,2 JOB N0. 2130043.15 - SUBMITTED FOR PERMIT 10-30-14 213004315\0V1L`4315-C2.2-DWG RLF 10/30/14 10 49 1:20 it f UTILITY NOTES Architecture m Interiors 1 / s. ALL WORK SHALL CONFORM 7O THE REQUIREMENTS OF CITY OF 7IGARD, Planning i Engineering / CLEAN WATER SERVICES. AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE AND THE INTERNATIONAL BUILDING CODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. J / j 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE i SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. Portland,OR / •f / zz_ ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 503.224.9560 r/=. r EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, Vancouver,WA PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH 360.695.7879 • _`• , ',,� r f - = JURISDICTION, BEFORE BEGINNING CONSTRUCTION, CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. Seattle,WA 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE 206,749.9993 CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11. SECTION 1101.12. f NOTE. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. www.mcknze.com l - 0 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N' VALUE = 0.013 _ r i ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND MACKENZIE. ,NE & W) = 159.0 s r �` � � }' '' �� f f='j' � �"`'�� "`"�...,, WYE FITTINGS. UNLESS OTHERWISE NOTED. JUT (SE) – 158.6'i 5. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING oEs�O»DRIVEN �uEw�fauSEo lI ,` f;= �f.•�f y; PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. Client Q 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET MId►J DEVELOI�MENT IS BASED ON A SURVEY PREPARED BY NORTHWEST SURVEYING. 3OO WEST 15�HE�- Q 7. CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE J �';f' '� ,O/ i SPECIFICATIONS AND LANDSCAPE PLANS. VANC` � 2� WA 98660 ,/� / ' �` STKI104 SIGN EASEMEN I 8. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP. �� r'f ��1' �"f i�� ./ fr f r J�.Ii1tI4L \ / / % %e �', ,,- / �,. x TO 5' OUTSIDE THE BUILDING. INCLUDING ANY FOUNDATION DRAINAGE PIPING. � !' I3Ci,{ 1102, PtiG�.S69 ^ 0 REMAIN DEC' UOUS CLUMP–1 161. t, 164 LOCATION MARKED .�'/ ' �� • � HB t�RGX SEWER I STALL U 576 � --! C7 BY OTHERS. CONTINUES WEST TO ` ; ,�' / 1,000 GAL GREASE fi HIGH I - J UNKNOWN LOCATION l/ i INTERCEPTOR ,yAL� ` / �j I MASONRY :sr •t 35' HI`H SIGN ' 'RA3�lr Y►� PARK � ski - �,. : y EXIST. GASMETEREXISTING STORM SEWER INFORMATION YCROUND i Ir - �~``'� EXISTING SAN. ' O O TO REMAIN 3 t STM-1 CATCH BASIN �, "\ `�, �4`�',.r J' /'i,��a'/ / f • ' / 1 \ !I RIM 164.76 X S BLD 3I, (N) '''� �`"` - /' r ' "� '' • E I TING G �� I 10 OUT (SE)6162 STUB? 17 j/j/ SUMP 161.8, a . _ �� _ q, ♦ d � f r _ -�.,,•.., � � � { � � EXIST. S STM-2 MANHOLE ►' 4 ,. > ; RIM 165.62' rf, i A .. ZA t} I 10' IN {NW) 1622' J JA . 10' OUT (E) 1621' ADA RAMP ' �, / y " `+�.�',` � - � STM-3 CATCH BASIN Project -n- �- i RIM 165.05' - • s a f .A4 -------------- 01, —.r ._ ---_--_ I � R,;•"i r r _ � ifs�/AUL �`' /� e e 4 r Ri 10 OUT (N) 163.0 C J,� _ AT SHADY SUMP 1629' '. E (� NO UiluTY LANE i{�� Y STM-4 WQ CATCH BASIN INSTIL CONTECI� RIM 165.22' `' • , i f f > .' ® �, "EXIST. POWER , STORM FILTER #2 UNABLE TO ACCESS {,� RIM=165.22 (1 18T FILTER)(6') STM-5 CATCH BASIN - 9785 SW SHADY LANE RIM 165.11' TIGA�tD, OR • / _ o '. INSTALL CONTEC #; 10' OUT N 161.9' STOP DAR STRIPE "�� =� =REPLACE EXIST,CB � ��• I � STORM FILTER CB 1 I REMOVE EXIST. CBS { _ r T �j ' y'�: .�CONN T O S N z� 1 IM=165.4(} SUMP 160.3 Y� r RED STOR LINE r � � U =163.10(6') � STORM LINE )) t I POTHOLE6AND VERIFY ELEV.IE=1 5 6" REQUIRED ' ;' i {i 8 FILTER) t. STM-6 MANHOLE ADA RAMP �'^ PO 0 1 VERIFY J ,y ' o�1tZ' 1 jD E ,• Y PRIOR TO CONSTRUCTION 10- IN (W) 161.6- RI * � Q tPR 0 CONST,RUCTIOI N tF t ° 10 OUT (E) 160.9 ,e_ING;,L�S/EC-RESS EASEMENT /ASPHALT t sk PIS W AREA S. — BOOK 110'2, PA{ 969 -_ -`'• � # 1MImo ' ` $ -LIGHT ' } 60DECIDUOUSWAT �� r } - � � � ; + ; •�f • • • y.,f .ter. . ...•r .�_ • TCi -� �- 0 i � ` .. ,� Y y p 4 — ,.`..._....._ -• EXPIRES• 12/31/151 EXISTING XX• WATER�uI -~-• SER7CE T W4 STM-1 rtf`o '�" -,-1E1 ! ___ _. ._•T>1 — _ _,e _ — 1 — ;�L_ — — 9 — © MACKENZIE 2014 r ---Tu --- ---- --- --- ALL RIGHTS RESERVED i,— THESE DRAWINGS ARE THE PROPERTY SW SHADY LANE MACKENZIE AND ARE NOT TO BE USED _ _ _ - �� - �' r � - ,� _ OR REPRODUCED IN ANY MANNER, / f`�,,,..� WITHOUT PRIOR WRITTEN PERMISSION ISTING FH • STIP— \O,_____ -- ---ars— - ST., _ _ ` REVISIONS: -- – — --sit— — 5 - �' cis — — — — — —:,s st>" _._ __ < REVISIONS REVISION DELTA STia a - -'" S� THIS CLOSING DATE / .� • - - - �� __ _._ •� w o SHEET WAT--tom w••1'-- . , - . _ _ •• •• •• kx •• _ -"'—_res _ — =•"�^.'.'S§7—' �_ �,..... ..,... ....,...Qi - - - - _ - TRANSFaRlilEIi I 1 SITE UTILITY PLAN SHEET TITLE: C2.3 ,SImTE 20 0 10 20 40 80 L "L ( IN FEET ) PLAN I inch = 20 ft. DRAWN BY. RLF DGL CHECKED BY. SHEET: C2.3 .�06 Na. 2130043.15 _ SUBMITTED FOR PERMIT: 10-30-14 213004315\CIY1L\4315-C2.3AWG RLF 10/38/14 1C:49 1:20 La Architecture Interiors Planning ■ Engineering Portland,OR ,r , ' rr,-'''✓ 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 Www mcknze.com .k _ M AC K E N Z I E. SNE & W) -.159.t}, fr• �• /. f ./ .�t '` jj DESIGN DRIVEN 1 CLIENT FOCUSED AUT (SE) 158.6= � � � . .� ,,/ y,'•� .� • j - .,'` � `' , '.,, t ''- .`•� Cl len t MAJ DEVELOPMENT COMP. WEST 1517H SIT EET SUrrE 200 4;p `w � ;'' -��''1. �/� f � r�r #f jJ�j} ff/ /�" ,.•"``"y �f I VANCOUVER WA 9560 *SERVICE STATION {iN4" LA__I?EN_ EOGK 1102, PAGE 569 "'`• t��} r', j'' �' �,r •:' j» �' L DECIDUOUS CLU P le6, 164 CYCLONE FENCE C-3 f ' f ,/ 6' ruM FENCE-'--' 6].HIGH MASONRY WALL HIGH SIGN 75 PYGR f 1 / £�AiPFIt}W PAR{{ t1�1ivG' ''"'`��,/ / !'�� • rte. r � f �/ � �, •s � �i EXISTING BLDG ' LEGEND co � bj•wI b ~ {tea. ''b_ b b "1�.. b �. l.-_. ADA RASP SEDIMENT CONTROL FENCE 13 a Project / � ��► � r �/� �� .:� .� .• - ______- _ _ b b RETAIL INLET PROTECTION AT SHADY , _ '� .� �, � • � ''�► LANE 1} fljtil { r ' ! ® '°' �' W6' ; 9785 SW SHADY LANE s I ,T • .' � 11GARD, OR T STOP BAR STRIPE j j INSTALL INLET PROTECTION - - PER CWS DETAIL 1/C5.1 � \ ADA RAMP � �(`�.- �-•-- - •�, . ZC{.a_ 40 -7 � 'd � ? 1� _ b� b ..• y-.A•.. ,.e• y a� IQ I- s-t {I{�,ES-S/EGRESS EHJIcI4T ASPHALT - " ,l 60Gn 1102, PAGE 9€59 ` 'e 6" DECIDU0U5 FR ' � �� r ! ' rid• • •� ,� e • • • • _ • • . � - • • .... • • • � ' __, • - • - y ,• } ii i- • \vim � / _ ' r "• �/ f EXPIRES: 12/31/151 { I INSTALL SEDIMENT FENCE PER CWS DETAIL 2/C5.2 _ MACKENZIE ALL RIGHTSRESERVED = INSTALL INLET PROTECTION SW SHADY LANE THESE DRAWINGS ARE THE PROPERTY f MACKENZIE AND ARE NOT TO BE USED PER CWS DETAIL 1/C5.1 _ _ OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION -------------- srr .._ __ _._ ._ REVISIONS: / _,_spa_` — _ _ = — - sr3-- — s1 s;a1 srs-- V1� REVISIONS REVISION DELTA f 5� THIS CLOSING DATE SHEET MCI i i i i i i EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS SEE SHEET C5.1 SHEET TITLE: EROSION AND _ 20 0 10 20 40 80 SEDIMENT CONTROL IN FEET ) PLAN I inch = 20 fL DRAWN BY: RLF DGL CHECKED BY: SHEET: C5,10 JOB No. 2130043.15 SUBMITTED FOR PERMIT: 10-30-14 213004315\CIV1L\4315-C5.0.DWG RLF 10/30/14 10.49 1.20 t Architecture ■ Interiors NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISC14ARMOUTFALLS MUST BEPROVIDED GRADING, STREET AND UTILITY EROSION AND SEDIMENT Planning ■ Engineering SYSOMEONE KNOWLEDGEABLE AND EXPERIENCED IN.THE PRINCIPLES.PRACTICES;INSTALLATION,AND MAINTENANCE OF EROSION AND.SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE: - CONSTRUCTION NOTES: 2 CONST'RUCiION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 4 THROUGH-MAY 31 EACH YEAR: I 3. DURING WET WEATHER PERIM,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. R 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ANGLE FiLTER FABRIC ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING FENCE TO ASSURE SOIL IS TRAPPED A. DWARF GRASS MIX MIN. 100 LB. AC. CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OROTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 1" REBAR FOR BAG REMOVAL � ( LB./AC.) Portland,OR 5. ALLACTIVE.INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING I CONSTRUCTION.UNLESS OTHERWISE 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 503.224.9560 APPROVED,ASURFACE MOUNTED AND ATTACHABLE.USHAK0 FILTER SAO W REQUIRED FOR ALLCURS INLET CATCH WINS. CATCH BASIN GRATE 11 1 2. CREEPING RED FESCUE (20% BY WEIGHT) 1 / L SIGNIFLNT CAAMOUNTSOFSEDIMENTWHICHLEAVESTHESITEVancouver,WA ED MUSTBECLEANUPWITHIN24HOURSANDPLACEDBACKONTHESITEANDSTABIl:1ZED. B. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 360.695.7879Vancouver, WA OR PROPERLY DISPOSED.-THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY W4611W-AN CLEM UP OF SEDIMENTZHALL BE PRUORMW ACCORI)INGM THE OREGON DEPARTMENT 1. ANNUAL RYEGRASS (40% BY WEIGHT) OF STATE LANDS REQUIRED TIME FRAME Seattle,WA 2. TURF-TYPE FESCUE (60% BY WEIGHT) 206.749.9993 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHEil IMTD STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES S. SEDIMENT MUST BE REMOVED FROM BENNOALL SEDIMENT CONTROL MEASURES WHEN IrHASRFACHEDAHEIGHTOFIrMOTHEBARRIERIIEIGHT,_ 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE wwwmcknze.com ANDPRIORMTHEco�a.MEEASURESREMOVAL CATCH BAST ►` INTERLOCKED SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER 9. CLEANINGOFALLSTTiLICTURESWiTHSUMPSMUSTOCCURWLiENTHESEDIMELNrRElEN7lON.CAPACLTYHA38EENREDUCEDBY5096ANDA7 2"X 2" POSTg APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND COMPLETION OF PROJECT. ° `' • PLAN VIEW REDUCES RUN-OFF VELOCITY. MACKENZIE. EXPANSION RESTRAINT AND ATTACH - - DESIGN DRIVEN 1 CLIENT FOCUSED 10. ANY USE OF TO)QC OR OTHERHAZARDOUS MATERIALS MUST 1N{X..UDE PROPER STORAGE,APPLICATION.AND DISPOSAL NTS 11_ THE PERMITTEE MUST PROPERLY MANAGE NAZARDOUSWASTES,USED OILS,CONTAMINATED SOIL:S.CONCRETE WASTS,SANITARY.WASTE,LIQUID • " ;-" ; 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT Client WASTE,OR OTHER TOXIC-SUBSTANCES DISCOVERED ORGENERATEDOUR INGCONSTRUcnoN: °. " . °-, OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND b USE STITCHED LOOPS MAJ DEVELOPMEW CORP. APPLICATION RATE. 12 THE APPLICATION RATE OF FERTKUZERS USEDTO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. •"; r�rt� WEST QTpC!`�' NUL'RIENTRELELI,SESFROM FEIMIZERSTOSURFACE WATERS,MUST BEMiNIMiZEM TIMERaEASEFERminRSsHOlAmsEUWDMOCARESHOUID 6•' 3' minimum R �" 2" X30 WV STREET BE MAW NAPPIICATLON"OFFERTIL12£RSWITtINANY WATERWAY RIPARIAN ZONIE OVE X STS NOTES: • ,° _ from toe slope. - •• - � =. -- 3. BURT BOTTOM OF FILTER FABRIC $' 4. TEMPORARY SLOPE. STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SUITE 13. OWNER ORDESIGNATED PERSONSHALLBERESPONSIBL.EFORPROPERiNSTN1ATIONANDMAINTENANCEOFALLEROSIONANDSEDI+AENTCONTROL + VERTICALLY BELOW FINISHER GRADE. SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED VANCOLNERWA 98 60 MEASURES.INACCORDMCE WITH CURRENT CLEAN WATERSERVICES STANDARDS AND STATE.AND FEDERAL REGULATIONS. STORM PIPE MEASURES. 2. 2"x 2' FIR, PINE 4R STEEL 14; PRIORTO ANY LAND DIM R BINQ ACTIVITIES.THE BOUNDARIES OF THE CLEARING IIMTIM,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON . �>". � i o THIS PLAN SHALL BE CLEARLY DELINEATED IN THE REM.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE � e" � c� I FENCE POSTS. CLEARING LIMR9THE OWNERJPERMiTTE£MUST MAINTAIN THE D�RNFATK%NFOR THE D4#tATLONbFTHEFROMC_T, _ : '. 1 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND NOTENEGUATWCORRIDORSTOBEDELWEATEDWITHORMOECONSTRUCTION FENCE OR APPROVED EQUAL : 1 3. POSTS TO BE INSTALLED ON •° d" UPHILL SIDE OF SLOPE. CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED I& PRIORTOANYLANDOISTURBINGAt,7MTIES,THE MAPS THAT MUST BEWSTALLEDAREGRAVELCCNLSTRUCTIONENTRANCE,PF-RIM�RSEDIMENT J:�; ": : : . -a -•� ° � °:." ,. : �' WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND CONTROL,AND INLETPROTECTION_THESE IMPS MUST BE MAINTAINED FOR THE DURATitNt OFTHE PROJECT`. ; 4. COMPACT BOTH SIDES OF FILTER FABRIC TREN0i. THE PERIMETER OF THE STOCKPILE. IS. iF VEGETATIVE WEI)MM ARE SPECIFIED,SEEDING MUST TAKE PLACE N4 LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIKARRAS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. S. PANELS MUST BE PLACED 2"X2"XY4" RUBBER BLOCKSACCORDING TO SPACING ON 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF 17. WMERitTLQHTTRUCKSMUSTBEUSEDTC)TRANSPORTSATURATEDSOILSFROMTHECONSTRUCTTONSCL'EANAPPROVEDEQUIVILLFM [�ISM PROFILE LE DETAIL NO•940 TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, THE SOILON SITEATA DESIGNATED LOCATION USINGAPPROPRLATE SMPS;SOL MUSTBE DRAINED SUFFICIENTLY FOR MINIMALSPILLAGE. NTS MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. 18. ALLPLIMPINGOF_smIMENTLAWNWATERMUSTS> DISCHARGED aigRANLwoISTuReED PREFERAmYVEcrAr-zAwAANDTHRouGHAsEmMENr POLYPROPLENE SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. CONTROL BMP(Li~FLTEIRShGy FILTER SACK (WOVEN) 11 THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER °ESNOT ENTER ASURFACE WATER SYSTEM rROADWAY OR OTHERPROPERr°Fs- FILTER FABRIC MATERIAL- 7• AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL 24. THE ESC MEASURES SHOWN ON THIS PLANARE THE MINIMUM REQUIREMENTS FORANTICIPATED SITE CONDMONS.DURING THE CONSTRUCTION � 36' WIDE ROLLS MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC PERMTMSEMEASURESSHALL BEUPGRADEDASNEEDI:OTOMAINTAIN COMPLMNCEWTTHALLREGULATIONSWOVEN POLYPROPLENE SACK _ SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. N 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE AIAINTAI!tED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST; 0 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 22 IN AREAS SU13JECTTOWIND EROSION.APPROPRUF,TEMPS MUST BEUSED WHICH MAYINCLUDE THE APPLICATION OFFINE WAIERSPRAYING,PLAsrIc CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL SHEETING;MULCHING,OR OTHERS APPROVED MEASURES: � MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND 23- ALL ESIPOSEDSOILS MUST e£COVERED DURING WET WEATHER PERM. NOTE: I I 1 1 I VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT FOR FURTHER INFORMATION 6`MAXIMUM SPACING U FOR FURTHER INFORMATION CLEAN FOR THE DURATION OF THE PROJECT. 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER FRONT VIEW CHAPTER 4 OF CLEAN WATER Project FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE AND SEDIMENT CONTROL NTS AND SEDIMENT CONTROL USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES RETAIL FABRIC INLET SACKS TO BE DETERMINED PLANNINGAND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. AT SHADY 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN LANE STANDARD EROSION CONTROL NOTES WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN CleanWat»r `S�ces INLET�yP�ROTECTION C51 OleanWatler1 Services WATER. - FOR.SITES LESS THAN 1 ACRE Our co-itment i.clear. �� TYPE r E 5 aj ean aterr Services S E D I M E 1 tit T F E t �L C E *Ur commitment is clear. TRUCKS IN 9785 S SHADY LME DRAWING NO. 945 REVISED 12-os !nr commitment is clear_ DRAWING N0. 875 REVISED 12-06 11. AN AREA SHALL. BE PROVIDED FOR THE WASHING OUT OF CONCRETE DRAWING NO. 920 REVISED 12-08 A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM TIGARD, OR WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN-SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. SEDIMENT F E N E CONSTRUCTION NOTES 12• SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 1) SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH DEPENDS ON THE SLOPE CHARACTERISTICS. THE 10 � USE OF STANDARD OR HEAVY DUTY FILTER FABRIC SHALL MEET DESIGN, STANDARDS. SYNTHETIC FILTER FABRIC 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTOr 1s, SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF THE STORM WATER SYSTEM. FipT EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION FRENt SHALL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT EXPIRES: 12/31/151 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"X2" POST RUN-OFF FROM REACHING DISCHARGE POINTS. INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP-HILL SIDE OF THE SLOPED AREA, WITH POSTS 15, COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN SPACED A MAXIMUM OF 6 FEET APART. APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE © MACKENZIE 2014 ' . ALL RIGHTS RESERVED 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES DOWNHILL OF POSTS ALL MATERIALS TO THE STORM WATER SYSTEMTHESE DRAWINGS ARE THE PROPERTY EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY REDEPOSITED ALONG THE MACKENZIE AND ARE NOT To BE USED ENTIRE TRENCHED AREA ON THE DOWNHILL SIDE OF THE FENCE. 16. NO STORAGE OF HAZARDOUS WASTE, FUEL STORAGE OR FUELING ACTIVITIES OR REPRODUCED IN ANY MANNER, SHALL BE ALLOWED ON SITE. WITHOUT PRIOR WRITTEN PERMISSION 4) THE PHYSICAL INTEGRITY OF ALL MATERIALS SHALL BE SUFFICIENT TO MEET THE REQUIREMENTS OF THEiR INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. 17. HEIGHT OF STOCKPILES NOT TO EXCEED EIGHT FEET. REVISIONS: z 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE 18. ALL HYDROSEEDING ON PORT PROPERTY SHALL CONFORM TO PORT M� REVISIONS REVISION DELTA BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2"X2" POSTS SHALL BE INTERLOCKED WITH SPECIFICATIONS. %o THIS CLOSING DATE SHEET EACH OTHER AND BE ATTACHED SECURELY. 6) SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE MADE IMMEDIATELY. 7) AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE GREATER THAN 1/3 THE HEIGHT OF THE SEDIMENT FENCE ABOVEGROUND. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO-SLOPES, AND THE SEDIMENT FENCES REPAIRED AND RE-ESTABLISHED AS NEEDED. SHEET TITLE: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS - DRAWN BY: RLF DGL CHECKED BY. SHEET: C5,1 JOB No. 2130043.15 SUBMITTED FOR PERMIT- 10-30-14 213004315\CIVIL\4315-C5.1.DWG RLF 10/30/14 10:50 1:1 .. - Architecture Interiors Planning ■ Engineering Portland,OR 503.224.9560 TOED EDGE 1 RADIUS 1/4 -RADIUS Vancouver,$9 I I M1 11 :s 9 * PAVING SECTION Seattle,WA Zo6.7as.sss _III—III • . .o . www mcknzecom * I I_ I=) I v •..: - • CONTE SHALL BE 3000 ;111 PSI AT 28 DAYS. 6 SACK TRANSITION MACKENZIE. ( III � - MIX, SLUMP: 1 1/2' TO 3" 6' TO 0' CURB 6s DESIGN DRIVEN 1 CLIENT FOCUSED v _ �� -1I AS NOTED ON PLANS RADIUS PER PLAN Client ROCK BASE COURSE 1' MIN, BROOM FINISH MAJ DEVELOPMENT CORP. I SEE PAVING SECTION CROSS SLOPE TOOLED EDGE EACH SIDE z 30 WEST� STREET CAST IN PLACE IiI»�� -III.;,I�II�1111I�1, =_ ." . . ,. ... ..+ _ 2" 1:12 SUITE2� _ CONCRETE CURB — YANCC� WA 98fi60 WHEEL BLOCKS. Ib MIN SEE DETAILob --- COMPACT SUBGRADE AND AGGREGATE 4' CONCRETE 3,000 PSI (MIN) 3 ' SLUMP ASPHALT PROVIDE DIAMOND TO 959: OF MAXIMUM DRY DENSITY w X)) CONTROL JOINTS AT 5-0 O/C AND - - 2� - (3- MIN) ANSION JOINTS AT 20'-0' O/C OR TEXTURE PER A.D.A. 6 REBAR, 18" LONG 2" 100 SEE DETAIL X/CX.X AS SHOWN ON PLANS -� 2' MIN. DEPTH OF �2) PER WHEEL BLOCK. X/CX.X - AGGREGATE it'!-O CONCRETE VERTICAL CURB 2 CONCRETE SIDEWALK 3 PRECAST CURB STOP 4 ADA COMPLIANT CORNER CURB RAMP _ C8.1 N.T.S. VCURB CS1 N.T.S. SWALK c8.1 N.T.S. CURBSTOP cw N.T.S. CURBRAMP-CORNER; ADA COMPLIANT SIGNAGE LS'- - LOCATION OPTIONS ALL ADA COMPLIANT 1'-O" SEE DETAIL 7/CONS STRIPING AND SIGNAGE TO COMPLY WITH ADA AND � CURRENT JURISDICTIONS =_ REQUIREMENTS. RESERVED v z CURB HEIGHT TRANSITION - PARKINO STANDARD FEDERAL R7-8 I BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING t Project LEGEND: GREEN, RETRO-REFLECTIVE r�tj" , RETAIL - 2 2 6' HIGH SYMBOL: WHITE ON BLUE BACKGROUND, RETRO--REFLECTIVE SIGN LOCATION CONCRETE CURB LA SHADY LANE SCORED CONCRETE • DEPRESSED CONCRETE w '° 9785 SW SHADY LANE CURB, 1/2' HIGH MAX. GALVANIZED STEEL POST 11GARD, OR - TYPICAL z z ASPHALT 1%" * NOMINAL �,,�p -° CONCRETE FLUSH * o DIMENSIONS FIR SIDEWALK 7" A FINISH GRADEoO 1' * ,. CONCRETE MOUNTING `-" =.,- CONCRETE TEXTURING .� �!o -� ADA COMPLIANT FOOTING , �?. . lY», :�a" SYMBOL, PAINTED WIDE PAINT .i Av _-- 6 STRIPE TYPICAL - - , PER LOCAL CURB HEIGHT `� NOTES. ` 't, rFlzll � ORDINANCES TRANSITION +4 _ _ 1. TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED f�~ PER DETAIL 6/C8.1 * _ _ w FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE I DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE DEEP AND Y4' WIDE. _ - I s'—o' (TYP) I SE PLANS 7 - � - F 10 DIA.• MACKENZIE 2014 4. n MIN. © ALL RIGHTS RESERVED ADA COMPLIANT PARKING STALL s ADA COMPLIANT PARKING SYMBOL 7 ADA COMPLIANT PARKING SIGN (�'8TACTILE WARNING SURFACE THESE DRAWINGSDUCE ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED 7N ANY MANNER, C8.1 N.T.S. HSTAL i N.T.S. HSYMB cm N.T.S. HSIGN ^� .1 N.T.S. TACTILE-DIAMOND WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Z vs� REVISIONS REVISION DELTA THANK LJo SH� CLOSING DATE GRAPHIC ON YOU REVERSE SIDE 2'-7" 6" STANDARD STEEL PIPE THIS DETAIL IS FOR GALVANFILL IZED AND PAINTED REFERENCE ONLY. ;� EXIT - TOP TOCONCRETE HED WATER ROUND SIGNAGE SUPPLIED I SHEET TITLE: AND INSTALLED BY Q N LY DETAIL. BEET OTHERS UNDER SEPARATE PERMIT. ROUND TOP OF.FOOTING TO SHED WATER - r I I CONCRETE SLAB OR PAVING I DIAMOND PATTERN WARNING I SECTION SEE PLAN PATTERN SEE DETAIL 8/C8.1 _ I * . SMOOTH TROWEL FINISH i� o ; 1'-0" DIAMETER CONCRETE I FOOTING ' I . tl a DRAWN BY: ! SLOPE 1:12 6 MIN. -- SLOPE 1:12 `! CURB FACE - M CHECKED BY: 2' S'-5 1/2* _ ! SHEET: - / STANDARD WING CURB RAMP to DIRECTIONAL. SIGN o ADA COMPLIANT CURB RAMPrlf'� 6" PIPE BOLLARD �1 N.T.S. SIGN N.T.S. CURB-RAMP-WING. .� N.T.S. souARo C8ml JOB NO. 2130043.15 SUBMITTED FOR PERMIT: 10-30-14 213004315\CIV1L\4315-C8.1.DWG RLF 10/30/14 10.50 1:1 Architecture Interiors 576-GA-100.0 576-GA-1.000 Planning III Engineering (4) 2 Ton Lift Anchors 6'-y TOP No.576=T.•GA (2) - No. 24 x 4Castings � ---M- -1 +----------- --- (Solt—Down and :Gasketed) I I 3,540 lbs,: ` 2,4." Cleor Access. 1 I f I 2" Vent i I Teem-A—Duct in Top (1 Each End). i—I—I—I I. I ,I I I 'I I-1 \ Portland,OR I-1—i—I L I ; I-1=° 503.224.9560 t l—I I Lr Vancouver WA 1 I IQ 1 I—I I I V.:1 r ' I I I ISI•} �� ' '' � , I STORMFILTER CATCHBASIN DESIGN NOTES ' L.c 4,r '��< •:; „� .; Note: �I-l- i I 360.695.7879 I y. t i� STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Variable Heights Seattle,WA tet'# pOTPI ET plpE 9 HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER "f: yr/Tee ` 1'-7• Tops Available ; _ --� _- -- -----_ - CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. ZO6.749.9993 res ° Tan { 8"-V-D" PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS BASE'ASSEMBLY ltft Anchors I (1.Each. Comer): 2 Ton Lift Anchor REQUIRED. NO.576-6-GA— -� 1`-1�' 1.,-2'-3 (Each Corner) WWW.mcknze.com Boffle Wall (2)-80 Sumps (2) — No. 24 x 4 Castings 11,700 tbs, i w/Piping Y (Bolt—Down end Gasketed) CARTRIDGE SELECTION Base. 10,856 lbs. ` " 24" Dia Gear Access CARTRIDGE HEIGHT 2T' 18" DE 4" PVC PLAN VIEW 1s" EP ,a Baffle trollMACKENZIE 850 lbs. r OUTLET PIPE (4) — ? on Litt Anchors RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 3.3' Total 11,700 lbs. :`'`I w/Sampling Tee Flow Lin@ 4" PVC SPECIFIC FLOW RATE(g m/sf) 2 gpm/ft2 1 gpm/ft2 2 gpm/ft2 1 m/ft2 2 gpm/ft2 1 gpnVft2 DESIGN DRIVEN I CLIENT FOCUSED + i . PVC INLET PIPE ` Butyl Resin Sealant 3� r CARTRIDGE FLOW RATEp m + .;t•' y, � ti 1 INLET PIPE Risers Available; w/Tee (9P ) 22.5 11.25 15 ® 15 7.5 t w/Tee 1 I _ PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 Client t ice, ray 8'-0" � /I \ < < INLET PERMANENT POOL LEVEL(A) 1'-0" 1'-0" 2'0" MAJ DEVELOPMENT CORP. r OVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-9" 4'-9" F - V V V ■V VST 15M STREET ° GENERAL NOTES �� A/�/� C Baffle 'Nall Ql "I - 200 •, �; 2„y� ,*» - £ •_ E 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. /y�/� /► c� T» 'i D_ P 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR VANCOUVER, WA 98660 �• gg p >' ♦_ CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. y Transfer:Pipe 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY yx" Outlet-boy CONTRACTOR. r S a Y I` n a0 io 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD s E OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE a ° USING FLEXIBLE COUPLING BY CONTRACTOR. e (i Cyt kl vy : T P m n m 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD p.. I ' o m o RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO vi BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING- RADIAL MEDIA DEPTH SHALL BE co 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. ' r � o I 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). � i *' J INSTALLATION NOTES r A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. �? 52' —- - - - - -- 6'-7" - ,__.._..._.. ..-_ 52 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES (2)-BSA Sumps-� v� F• 7,_6• PROVIDED). SECTION AA C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. 7'-6• r Mr fiY _ Notes: 'Designed In accordance with ASTM C 890 for AASHTC H520—.44 vehicle inading _ — Moximurr. ollowclilc OFUs (Drainage Fixture Units) -.35 (equivalent to 1,00..0.gotten size) — Contractor Requirements: / IAPMD Listed" t) ventilate the Interceptor to open atmosphere. 2.) Leak Test per IAPMO/ANSf Z1001-2007 Section 5,1.1. — The Oregon State Plumbing Specialty Code, under Manufacturer's recommendations: 918-770--0050, requires that plumbing products 1-) Ventiloie each end to open otr osphere. sold in Oregon must be listed by an organization 2.)Prior to '.'Start Up" of System, fill with c'eon welter through outlet bay to bottom ar.transfer pipe (approx. are foot deep). approved by the Board to certify plumbing products For best results, fill to flow• line. 177777777777 for conformance with product standards approved by S.) Voliow Regular Inspection, Cleaning, & Mointenonce Schedule (See Clean Out & Maintenance). the Board IAPMO (Inti. Assoc. of Plumbing 4.)gptiono;:corrosion resistant coatings are available. Project & hlech. Officiols). is a listed organization. 576-GA-9 000 576-GA-1000 576-1GA-1000 576-GA-1000 RETAIL Oldbmde Precast File Name:020ECG576GA2 GREASE INTERCEPTOR • , „ �• ,� AT Y IdtStie Precast GREASE INTERCEPTOR _ „ 1 File Name:020EGG576GA1 Issue Pate: Revised 2-17-12 OOO GALLON ` " 23E ` PO Box 323,.Wilsonville,Oregon 97070.0323 �_ � � •• "° _ _� PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date: Revised 2-17-12 100.0 GALLON Tel;(503)682-2844 Fax:(503)682-2657 OldCastiepreCast.comlWilSonVille Tel (503)682-2644 Fax:(503)682-2657 oldcastleprecast.com/wils�onville- 9785 9785 SW SHADY LANE TIGIe1RD, OR IL • If 0,11• � ..,�.'4�.• 'lI' � ----- PR . ' GINS >ekn , ..a. @".�..s.,�-,ems a-.:�� - ��..:� ar• :;: •a N �. FREi �' C MACKENZIE 2014 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 in< REVISIONS REVISION DELTA 5-i THIS CLOSING DATE 20 SHEET 1-CARTRIDGE CATCHBASIN 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STORMFILTER DATA STRUCTUREID CB1 STRUCTUREID CB2 WATER QUALITY FLOW RATE cfs 0.015 WATER QUALITY FLOW RATE cfs 0.013 PEAK FLOW RATE <1 cfs 0.05 PEAK FLOW RATE <1 cfs 0.045 B RETURN PERIOD OF PEAK FLOW(yrs) 25 YR RETURN PERIOD OF PEAK FLOW(yrs) 25 YR I CARTRIDGE FLOW RATE m 15 CARTRIDGE FLOW RATE m 15 MEDIA TYPE ZPG RIM ELEVATION F, PERLITE,ZPG,GAC,PHS 165.40' RIM ELEVATION ZPG MEDIA TYPE F, PERLITE,ZPG,GAC,PNS 162.56' PIPE DATA: I.E. DIAMETER PIPE DATA: I.E. DIAMETER INLET STUB N/A N/A INLET STUB N/A NIA � - ————— 1,;�I ft.` OUTLET STUB N/A N/A OUTLET STUB N/A N/A CONFIGURATION CONFIGURATION _ O SHEET TITLE: OUT�LET� OUT OUTLET OV11.;T DETAIL SHEET INLET '-4•L J `T-1 INLET INLET O O INLET INLET INLET INLET INLET SLOPED LID YES SLOPED LID YE9i1� =K= SOLID COVER YES SOLID COVER YES91q� 3 ' ° NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: t 110 DRAWN BY: I CHECKED BY: B SHEET: C8 111111 JOB No. 213000"" SUBMITTED FOR PERMIT: 10-30-14 213004315\CIVIL\4315—C8.2.DWG RLF 10/30/14 10:50 1:1 LEGEND EXISTING TREE INVENTORY TABLE SYMBOL TYPE SYMBOL TREE # NAME DBH CANOPY GROWN HERITAGE CONDITION PRES. (S.F.) RATING RATING EXISTING TREE DRIPLINE TREES TO REMAIN EXISTING TREE CANOPY ALL TREES TO REMAIN WITH TREE PROTECTION FENCING Architecture ■ Interiors >" EXISTING CANOPY AREA Planning ® Engineering ra{ EO (2) EXISTING ASH TO REMAIN 4" 115 S.F. OPEN NO 3 3 WITH TREE PROTECTION FENCING EACH TREE PROTECTION FENCING TREES TO BE REMOVED ALL TREES TO BE REMOVED ARE • Y LESS THAN 6" DBH Portland,OR s ,, R ✓t /�/ EXISTING TREE TO BE REMOVED 503.224.9560 Vancouver,WA t o EXISTING TREES AND TAX LOT 300 E03 EXISTING HAWTHORNE 2-4" 180 S.F. OPEN NO 1 1 360.695.7879 - N MULTI STEM CLUMP SHRUBS TO REMAI r Seattle,WA a r E04 EXISTING ALDER 206.749.9993 2-4" 180 S.F. OPEN NO 1 1 BUILDING OVERHANG 6' HIGH MASONRY WALL MULTI-STEM CLUMP www.mcknze.com Q EXISTING if' k E05 EXISTING BIG LEAF MAPLE 4-5" 180 S.F. OPEN NO 2 2 0� 'h MULTI-STEM CLUMP MACKENZIE.' 35' +/- SIGN •'- — ....f' LOCATED CLOSE TO BUILDING DESIGN DRIVEN I CLIENT FOCUSED V y 2 OPEN NO 2 2 < � ,.•' ;- = � � < ��r F . E07 (3) EXISTING VINE MAPLES " Client MULTI—STEM 35 S F MAJ DEVELOPMENT CORP. E08 EACH HEAVILY PRUNED 300 WEST 15Tf-I STREET r 1 , E 6 SUITE 200 E09 EXISTING HAWTHORNE " /ANC*LER, WA 98660 4 50 S.F. OPEN NO 1 1 LOCATED CLOSE TO SIGN POST w E08 E09 E10 EXISTING CRABAPPLE " �n `�} 4 490 S.F. OPEN NO 3 2 GREASE INTERCEPTOR � >; f _ �Y , MULTI-STEM SEE CIVIL PLANS f�" F snN , CO* ---- -� \\ - EXISTING OFF-SITE TREE STAND #1 INVENTORY TABLE ~` 1 PROPERTY LINE SYMBOL TREE STAND # DOMINANT SPECIES ESTIMATED AVERAGE ON SITE CANOPY SUITABILITY M AVERAGE DBH CONDITION AREA OF STAND FOR 0 1 RATING PRESERVATION ALNUS RUBRA 2-4" 3 341.5 S.F. 3 ` ` 1 RED ALDER EXISTING .BUILDING CORNUS SERICEA SHRUB FORM 3 341.5 S.F. 3 U REDTWIG DOGWOOD Q/ SECOND. DOMINANT / DRIVE AISLE + SPECIES HBA f BETULA 2-4" 3 70.6 S.F. 3 BIRCH /dry w \ I 1 QUERCUS RUBRA 2-4" 3 70.6 S.F. 3 RED OAK Project THIRD DOMINANT RETAIL ` 1 - SPECIES _ _ AT SHADY Co PINUS 10" 3 314.2 S.F. 3 LANE p r f $ , 0 PINE TOTAL ON SITE 1,138.4 S.F. : J f / CANOPY AREA 9785 SW SHADY LANE N OF STAND TIGARD OR - --- ------ --- - ---- - --------_ TFR NOTES / 1. THE TREE PRESERVATION AND REMOVAL SITE PLAN MEETS ALL OF THE REQUIREMENTS IN S T� / HB 0 SECTION 10, PART 1 OF THE URBAN FORESTRY MANUAL. ��6 R 2. THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 331 I I OF THE URBAN FORESTRY MANUAL. • 3. THE SUPPLEMENTAL REPORT TABLES MEET ALL OF THE REQUIREMENTS IN SECTION 10, PART 3 OF THE URBAN FORESTRY MANUAL. Ronald A. Heiden E--t 4. NO SENSITIVE LANDS AREAS ARE LOCATED ON THIS SITE. OREGON 5. NO HERITAGE TREES ARE LOCATED ON THIS SITE. � SEE CIVIL PLANS FOR SITE 10/12/95 � 6. SEE SHEET L2.1 FOR SOIL CHARACTERISTICS INFORMATION. FOR SIGN LIGHTING INFORMATION, �� t SEE CIVIL PLANS � TREE PROTECTION MEASURES �I'E I t INFORMATION TYP. 1 i UNLESS OTHERWISE INDICATED FOR REMOVAL ALL TREES SHALL RECEIVE PROTECTIVE MEASURES FOR t 1 THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE CITY OF TIGARD. REQUIREMENTS. © MACKENZIE 2014 ALL t BUMPER A MINIMUM OF 2' ' D Z GALVAN TAX LOT 300 5' HIGH MINIMUM METAL CONSTRUCTION FENCING, WITH 2" DIA. POSTS DRIVEN INTO THE GROUND THESE DRAWINGS OVERHANG . IEIRON POSTS SHALL HAVE A MAXIMUM 'OF 10SPACING AND SHALL BE MACKENZIE AND ARE NOT TO BE USED t OVERHANG ' OR REPRODUCED IN ANY MANNER, MAINTAINED. FENCING SHALL COMPLETELY SURROUND THE TREE AS SHOWN ON PLAN. WITHOUT PRIOR WRITTEN PERMISSION PARKING AREA + NO ACTIVITY MAY BE CONDUCTED WITHIN ANY DESIGNATED TREE PROTECTION AREA INCLUDING BUT SEE CIVIL PLANS FOR NOT LIMITED TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING. MATERIALS AND SOIL DEPOSITS, REVISIONS: c PROPOSED SIDEWALK i DUMPING CONCRETE WASHOUT, OR OTHER DEBRIS, OR ANY EXCAVATION OR COMPACTION WORK. o t INFORMATION int REVISION DELTA fit! 1 DURING CONSTRUCTION NO OBJECTS SHALL BE ATTACHED TO ANY TREE DESIGNATED TO BE RETAINED 5W CLOSING DATE AND PROTECTED. �o 1 MULCH COVER TO MINIMUM DEPTH OF 6", PLYWOOD, OR OTHER SIMILAR MATERIAL REQUIRED AT AREAS ADJOINING DESIGNATED TREE PROTECTION AREAS TO PROTECT ROOTS FROM DAMAGE CAUSED t t ,A� BY HEAVY EQUIPMENT. COORDINATE PLACEMENTS AND LOCATION WITH LANDSCAPE ARCHITECT. t 1 O PROTECTION FENCE SHALL BE MAINTAINED IN PLACE UNTIL REMOVAL IS AUTHORIZED BY CITY OR TREE PROTECTION UNTIL A FINAL CERTIFICATE OF OCCUPANCY IS ISSUED. FENCE \� TREE PROTECTION NOTES , TEMPORARY FENCE SHALL BE 5' IN HEIGHT, SEE 2/L8.0. WAT ` HB ( , CITY SHALL APPROVE INSTALLED TREE PROTECTION FENCING PRIOR TO ON-SITE r= n GRADING ACTIVITIES. SHEET TITLE: t O _ �` O � /, \ /r.a+xf},Fy.F tr i,,_:� Ott,. FENCE MATERIALS SHALL CONSIST OF METAL CONSTRUCTION FENCING SECURED TREE PRESERVATION _ ` �` ` TO GALVANIZED IRON POSTS. AND REMOVAL TEL— __ _. SITE PLAN T° 1°-- -- �— ,? '` "''— — FENCE SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF CONSTRUCTION ACTIVITIES. MOVEMENT OR REMOVAL OF FENCE REQUIRES APPROVAL BY CITY'S AUTHORIZED REPRESENTATIVE. Jb- EXISTING SIDEWALK TO REMAIN I, RONALD A. HEIDEN, ATTEST THAT THIS SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 1 OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. TEL ---TEL— --- ��W TEL— — —7E1— —TEL— —TEl _ —TEy— _ TE ._ _ —TEL— —TEL— _ —TEL— —lEL ._ — ITEL_ — —TEL- - — _m— DRAWN BY: KCN/TSD S.W. SHADY LANE SEE CIVIL PLANS FOR SITE UTILITY INFORMATION t RONALD A. HEIDEN I LANDSCAPE ARCHITECT CHECKED BY: RAH 9 ` ` 1 ( MACKENZIE SHEET: 0111-1, 9 1515 SE WATER AVE. #100 PORTLAND OR, 97293 503-224-9560 RHEIDEN@MCKNZE.COML2,0 10 0 5 10 20 40 1 TREE PRESERVATION AND REMOVAL PLAN IN L2 ET SCALE: 1" = 10' JOB N0..0 1 inch FE 10 ) ft. 2130043.15 SUBMIT-rED FOR PERMIT: 10-21-14 PLANT MATERIAL SCHEDULE SYMBOL TREE # BOTANICAL NAME - SIZE/ COMMON NAME SPACING TREES Architecture ® Interiors Planning ® Engineering E01 (2) EXISTING ASH TREES TO AS SHOWN E02 BE PRESERVED / Portland,OR 503.224.9560 T E A # �'j 007 FRAXINUS OXYCARPA 'RAYWOOD' 3.5" CAL. B&B Vancouver,WA EXISTING TREES AND TAX LOT 300 008 RAYWOOD ASH AS SHOWN 360.695.7879 r SHRUBS TO REMAIN Seattle,WA 206.749.9993 ' BUILDING OVERHANG 6' HIGH MASONRY WALLwww.mcknze.com o EXISTING -I- 001 RED ACERSUNSET MAP E RUM 'RED SUNSET' AS 'SHOWNB&B '01435 +/— SIGN MACKENZIE. x, r _ f� DESIGN DRIVEN I CLIENT FOCUSED �► - - 1777777777 Client ® 002- ACER RUBRUM 'RED SUNSET' 2" CAL. B&B MAJ DEVELOPMENT CORP. %3 - - - _ _ 005 RED SUNSET MAPLE AS SHOWN 300 WEST 15TH STREET �1 SUITE 200 VAR, WA 98660 `V �i� ¢4, • 009- CERCIDIPHYLLUM JAPONICUM 2.5" CAL. B&$ V u x 011 KATSURA TREE AS SHOWN 0 012- PRUNUS SERRULATA 'AMANOGAWA' 2" CAL. B&B PROPERTY LINE 015 JAPANESE FLOWERING CHERRY AS SHOWN 40' MATURE TREE CANOPY EXISTING BUILDING r LEGEND � E EXISTING TREE CANOPY TO REMAIN / II NEW TREE CANOPY AT MATURITY W I 1 Project s s < // / ,,.{dK# t.fi,.. ,t si,' .,,�i'q"� •�.4�e f q x < , J �$'.�k .. i �41aSarr Ct RETAIL SITE TREE CANOPY COVERAGE AT SHADY CO � I LANE OI '�\" �,sY,. �' a r." `�. '� 't� ,.� s .�ease , •, , '9.�s�,.: � � ' TOTAL SITE AREA: 19,345 SF (.44 AC) EXISTING TREE CANOPY COVERAGE: 220 SF (.01 AC) 1% 9785 SW SHADY LANE � PROPOSED NEW TREE CANOPY COV 9 F 1 C 40.7% COVERAGE: 7,85 S 8 A (• ) TIGARD OR n r I (R . .: . . .. y ., � •�' . �' ? . -u. .. ;•, . r ..�' �; � , •s �a ,�` TOTAL SITE TREE CANOPY COVERAGE: 8,079 SF .19 AC 41.8% m 2 013 014 01cJ41.8% IS GREATER THAN THE MINIMUM 33% TOTAL QUALIFYING EFFECTIVE TREE CANOPY v - a ,:x .. °, �• COVER FOR THE OVERALL DEVELOPMENT SITE THEREFORE CITY REQUIREMENTS ARE MET. T (� v � �: � ^� r r ! .:,,y 7 ,? �; , �aPe i�,�� "�1;"I �Ya• s '� .` -�'„s ^yak” ,� � � (�� 1J 1 E R 331. .T K,•� (Y7 '�' :?i t. �Y" #5... k t .4• .},y,.,t t s P4 � A {{w��" .t,3F 4 �l.. # °7�ayS a. +' "` ,. �4 t xis; y ;.�. r �� •_ , . : a: �g ustl = 4: NOTES • "�Si.. rt,. .�x. �. ` :� �'a, . do• '+k �$ � � � • �� - :} , °"` Ronald A. Heiden : I n „ 1. THE TREE PRESERVATION • � � AND REMOVAL SITE PLAN MEETS.ALL OF THE THE REQUIREMENTS IN .SECTION 10, PART 1 OF THE URBAN FORESTRY MANUAL. OREGON '3: r C. '4. � 9_g}ei r a- fi j•'p '.g�� j ,t . 3 '�. _�,+, 10/12/95 2. THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10 PART 2 {� OF THE URBAN FORESTRY MANUAL.KING AREA �A •' °''; . ,� , ; ; _ , , . • t ` � _ LES MEET ALL OF THE REQUIREMENTS IN TION 10, PART 3 3 THE SUPPLEMENTAL REPORT TAB EC OF THE URBAN FORESTRY MANUAL. 4. NO SENSITIVE LANDS AREAS ARE LOCATED ON THIS SITE. MACKENZIE 2014 NEI! ALL RIGHTS RESERVED 5. NO HERITAGE TREES ARE LOCATED ON THIS SITE.TAX LOT 300 THESE DRAWINGS' ARE THE PROPERTY ,• N MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, e[ SOIL CHARACTERISTICS WITHOUT PRIOR WRITTEN PERMISSION t 13 1 ] X A _ SEE CIVIL PLANS FOR NEW TREE EXISTING SOILS IN THESE AREAS MAY HAVE BEEN RECENTLY DISTURBED AND REVISIONS: BUMPER PROPOSED SIDEWALK Q I CANOPY COMPACTED. TOPSOIL MAY NOT BE PRESENT. WITHIN THESE AREAS o OVERHANG EXISTING SOILS WILL BE SAMPLED, ANALYZED AND TESTED TO �� REVISION DELTA INFORMATION � � s� CLOSING DATE I ASCERTAIN PERCENTAGE OF NITROGEN, PHOSPHORUS, POTASH, SOLUBLE SALT, ryo \ r= , ORGANIC MATTER, AND PH VALUE. THE CONTRACTOR IS REQUIRED TO USE THE TEST RESULTS IN DETERMINING AND PROVIDING THE PROPER BALANCE A s , OF SOIL AMENDMENTS AND FERTILIZERS TO BRING THE SOIL INTO THE NORMAL ��\ 40 MATURE RANGE FOR THE TESTED PARAMETERS. AMONG THE MEASUREMENTS INCLUDE TREE CANOPY ESTABLISHING A PH VALUE BETWEEN 6.5 AND 7.0, BEING FREE OF STONES ! ! LARGER THAN 3/4 INCH AND FREE OF EXTRANEOUS MATERIALS HARMFUL TO //// 3' ',{t`yk, u r,. x "' '' 3 •' ` PLANT LIFE. /! :� °� �''•"� w k •� $ "1 _L�2'A, .w ��,.n, a'Y f. �..; s 4. t,,`2Y L �� x ��i.� � \ Pli7Df''" 1•� ,x, � A'.��, L'c' ;;�,it+. l+` rF"w$Yo. 'Yc �S" � Y r�"• ° :��, �r. "^ _ t F ( N.. t sm rY .w..! F tr y4;. *.' rm kT ,k :y:, ✓x i,�k x Y ' , , . y r A fi \ SHEET TITLE: 3 Y 't 'F y t' TREE CANOPY TEL TEL I _ _ ._ — —TEL _, SITE PLAN TEL —TEL ` ,` _ - _ , EXISTING SIDEWALK TO REMAIN ,,�'f `\ I, RONALD A. HEIDEN, ATTEST THAT THIS SITE PLAN MEETS ALL OF THE REQUIREMENTS IN `_� - SECTION 10, PART 2 OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. —TEL"� — —la �— Imo— —.�— _ � I \ 30' MATURE - - - - - — —,�— _ a \ DRAWN BY: KCN/TSD TREE CANOPY RONALD A. HEIDEN S.W. SHADY LANE a LANDSCAPE ARCHITECT CHECKED BY: RAH \ MACKENZIE \ � 1515 SE WATER AVE. #100 SHEET: SEE CIVIL PLANS FOR SITE PORTLAND OR, 97293 - - - - _ _ _ _ - - - UTILITY INFORMATION \ - 503-224-9560 - - - - - - _ RHEIDEN@MCKNZE.COM L2,1 10 . 0 5 10 20 40 ('TTREE CANOPY SITE PLAN L2.1 SCALE: 1" 10' IN FEET 1 inch = ft. JOB NO. ( ) 2130043.15 SUBMITTED FOR PERMIT: 10-21-14 TREE SCHEDULE TREE CANOPY TABLE SYMBOL BOTANICAL NAME - SIZE/ TREE # SPECIES OPEN SOIL COVERED SOIL TOTAL TOTAL SOIL AVERAGE % OF CANOPY AREA OVER COMMON NAME SPACING VOLUME' (C.F.) VOLUME (C.F.) SOIL VOLUME FOR MATURE OVER PARKING PARKING LOT ! VOLUME 7.5' R.O.W. CANOPY LOT 001 RED SUNSET 1,119 0 1,119 -- 40' SPREAD 7.9% 505 S.F. ® ACER RUBRUM FRED SUNSET' 2" CAL. B&B MAPLE (1,255 S.F.) RED SUNSET MAPLE AS SHOWN 002 RED SUNSET 1,758 117 1,875 -- 40' SPREAD 13.6% 873 S.F. Architecture ■ Interiors MAPLE (1,255 S.F.) Planning ■ Engineering �- ACER RUBRUM 'RED SUNSET' 3.5" CAL. B&B 003 RED SUNSET 3,030 0 3,030 -- 40' SPREAD 5.2% 337 S.F. RED SUNSET MAPLE AS SHOWN MAPLE (1,255 S.F.) 004 RED SUNSET 3,297 0 3,297 -- 40' SPREAD 8.6% 552 S.F. MAPLE (1,255 S.F.) Portland,OR f; p FRAXINUS OXYCARPA 'RAYWOOD' 3.5" CAL. B&B -- 503.224.9560 EXISTING TREE STAN #1 /' RAYWOOD ASH AS SHOWN 005 RED MAPLE UNSET 2,196 0 2,196 40' SPREAD 5.7% 365 S.F. V360.695r7879 (1,255 S.F.) Seattle,WA EXISTING TREES AND 007 RAYWOOD ASH 2,517 0 2,517 400 C.F. 30' SPREAD -- -- 206.749.9993 f`. SHRUBS TO REMAIN TAX LOT 300 (705 S.F.) www.mcknze.com ' BUILDING OVERHANG 6' HIGH MASONRY WALL 008 RAYWOOD ASH 603 0 603 400 C.F. 30' SPREAD -- EXISTING -- MACKENZIE 0� 35 +/7 SIGN (705 S.F.) DESIGN DRIVEN 1 CLIENT FOCUSED E01 EXISTING ASH 2,493 p 2,493 -- -- -- -- Client C0' - - - - - - - MAJ DEVELOPMENT CORP. JQ` Ne 300 WEST 15TH STREET Q E02 EXISTING ASH 1,605 p 1,605 -- -- __ __ SUITE 200 — VANCOUVER, WA 98660 Q� � TOTAL QUALIFYING 2,632 S.F. Ui, MATURE CANOPY � AREA COO Sm �.Sw --� i 1 LEGEND - - - - - -- INDIVIDUAL MATURE TREE CANOPY OUTLINE EXISTING BUILDING QUALIFYING MATURE CANOPY COVER DRIVE AISLE � ``\ ( / // OPEN SOIL VOLUME I ++++++++ COVERED SOIL VOLUME Project +++++++++ RETAIL AT SHADY ��\ ___ - _ D I o PARKING LOT AREA LIMITS CO LANE CO) 0 U PARKING LOT TREE CANOPY COVERAGE DATA 9785 SW SHADY LANE / Z TIGARD, OR l_/ ,� // //_�/ W I PARKING LOT AREA: 6,427 S.F. TOTAL QUALIFYING MATURE TREE CANOPY AREA: 2,632 S.F. / ♦ / / , // '� rt�#' ""4f t �P"S '�`�' ;,° +. `d,�k"5�t> � f.• 2 ec+;.1,.'F'6`d r_:' } 3 ',.:I1�b a•i'++ + ' � �, + + PARKING LOT TREE COVERED I % CANOPY COVER PROVIDED: 40.9% ��I S TER� �t , + MINIMUM % CANOPY COVER REQUIRED: 30% NB / q . 1 _ SOIL AREA, ROOT PATH 331 41i + + ash 1 } aa 40.9% IS GREATER THAN THE MINIMUM OF 30% TOTAL QUALIFYING MATURE CANOPY COVER ,� �, ti J " _ THEREFORE CITY REQUIREMENTS ARE MET. �•yr4 \1 is r +AF /ti'� � { + ..F t. x.a2^R4�U� ';j,k#'ri �:; ° ^�4 �r~. I NOTE: CANOPY AREA PER TREE IS DETERMINED FROM THE VALUE GIVEN IN THE CITY OF Ronald A. Heiden Fy I TIGARD PARKING LOT TREE LIST FOR A MATURE TREE OF THAT SPECIES. r PARKING AREA OREGON }} =a 10/12/95 g'l PROPERTY h.�a 7� �. �. } ^i �'a`'`t,3�''',�. ��" `r+A � � �►/" LINE TREE SOIL VOLUME REQUIREMENTS AE AR I / / .r . ri�>ti .s il, h'Pf�r r" �": t � �,?,:,V �''i5r � � '��4 a `. ` X � .',, ray} ' d _ r PARKING LOT TREE MINIMUM SOIL VOLUME REQUIREMENT C.F. PER TREE 1,000 C.F. "* �^ ( ) MACKENZIE 2014 STREET TREE MINIMUM SOIL VOLUME REQUIREMENT (C.F. PER TREE) 400 C.F. © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY c ' � ^� e > �' TAX LOT 300 MACKENZIE AND ARE NOT TO BE USED ' � �� u= 9 + / OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 'r + / NOTES `S�'+z`Y `Y 4•+' P REVISIONS: BUMPER / 1. THE TREE PRESERVATION AND REMOVAL SITE PLAN MEETS ALL OF THE THE REQUIREMENTS IN 2 ina REVISION DELTA / /� ,•, OVERHANG SECTION 10, PART 1 OF THE URBAN FORESTRY MANUAL. 5< CLOSING DATE 4 2. THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF �o THE URBAN FORESTRY MANUAL. E11 3. THE SUPPLEMENTAL REPORT TABLES MEET ALL OF THE REQUIREMENTS IN SECTION 10, PART 3 OF THE URBAN FORESTRY MANUAL. ° // \` - _ _ _ _ - '' � .• ; 4. SEE STANDARD SOIL SPECIFICATIONS AND DETAILS: SHEET L8.0. / I 5. SEE SHEET L2.1 FOR SOIL CHARACTERISTICS INFORMATION. PARKING LOT TREE OPENSOIL AREA, TYP. WAT � / / I // / / ;, / /, I Y ;/ /, i / /° � I / /, �/ /� / // // / / ,// / i ``` SHEET TITLE: \ °E1 PARKING LOT AND / , , / STREET TREE - - MEL - -,� —,� — — - - - -TEL - - ��--` - -� —TEL— aTm.- - - - __ , _ _ CANOPY AND — TE - - - -- - -� - -� — SOIL VOLUME PLAN I, RONALD A. HEIDEN, ATTEST THAT THIS SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 12, PART 3 AND SECTION 13, PART 3 OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. ` ' - - - - - ' - - - - I ,''�--40' MATURE —�— — — — — g I TREE CANOPY • —TEI _ _ �t — ___ — _ _ — — _ _ ` ' I m — -- —7m— _ _ — — — — — /' — _ ` — 30' MATURE 9 — —7a—— RONALD A. HEIDEN DRAWN BY: KCN/TSD S.W. SHADY LANE TREE CANOPY I I LANDSCAPE ARCHITECT CHECKED BY: RAH I MACKENZIE I \ I I I 1515 SE WATER AVE. #100 SHEET: PORTLAND OR, 97293 _ - _ _ 503-224-9560 - _ _ _ I _ _ _ _ _ _ - _ I RHEIDEN@MCKNZE.COM I lot '� �— I - ------------ L2,2 ,� 10 0 5 10 20 40 TREE CANOPY AND SOIL VOLUME PLAN L2.2 SCALE: 1" = 10' 1 inch = 10 ft. JOB NO. ( IN FEET ) 2130043.15 SUBMITTED FOR PERMIT: 10-21-14 PLANT MATERIAL SCHEDULE SYMBOL BOTANICAL NAME – SIZE/ COMMON NAME SPACING Architecture ■ Interiors Planning ■ Engineering TREES ACER RUBRUM 'RED SUNSET' 2" CAL. B&B RED SUNSET MAPLE AS SHOWN Portland,OR 503.224.9560 Vancouver,WA J Ir f - 360.695.7879 EXISTING TREES AND. Seattle,WA SHRUBS TO REMAIN 'T' ��"' " 300 L2 SCREENING STANDARD + ACER SUNSET 'RED SUNSET' AS CAL. B&B' 206.749.9993 RED SUNSET MAPLE AS SHOWN BUILDING OVERHANG 6' HIGH MASONRY .WALL Www.mcknze.com Q �. EXISTING i O MACKENZIE. 35 +/– SIGN � O CERCIDIPHYLLUM JAPONICUM 2.5" CAL. B&B DESIGN DRIVEN I CLIENT FOCUSED – – KATSURA TREE AS SHOWN Client MAJ DEVELOPMENT CORP. • 304 WEST 15TH STREET + ° o " SUITE 200 + ° p FRAXINUS OXYCARPA RAYWOOD 3.5 CAL. B&B V WA 98660 ' RAYWOOD ASH AS SHOWN + + ° • 0 ' + + a + �• � `" + - ° ° PRUNUS"'� JAPANESE EFLOWERING RRULATA ACHERRY WA' AS SHOWN -� + o + r�GREASE INTERCEPTOR + SEE CIVIL PROPERTY LINE r - • -EXISTING TREE + +� w_ _ EXISTING BUILDING L2 SCREENING STANDARD o TO REMAIN ° SHRUBS DRIVE AISLE 6-8 NT. B&B f / HB o o L2 -SCREENING ACER CIRCINATUM ' C3 ° STANDARD '• VINE MAPLE MULTI–STEM / AS SHOWN • CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' 3 GAL. CONT. / / ! OVERDAM FEATHER REED GRASS 18" O.C. Project L _ IM CISTUS X CYPRIUS 3 GAL. CONT. RETAIL f , -{- _ Q BICOLOR -ROCK ROSE 42 O.C. AT SHADY = o = f,A LANE _ /•0' ° + + ° 0 -�- W CISTUS X PURPUREUS: 3 GAL. CONT. / .+ + 0 '� J ORCHID ROCKROSE 42 O.C. ° + U I ILEX CRENATA 'CONVEXA' 3 GAL. CONT. 9785 SW SHADY LANE i' o o z CONVEX–LEAVED JAPANESE HOLLY 18 O.C. T1GARD OR - 0 + ' / - o �� + W j TFR MYRICA CALIFORNICA 5 AL. _ - � G CONT. _ o PACIFIC WAX MYRTLE 60" -O.C. ° ' �CsI S�'.'�'.li > ° + GROUNDCOVER 331 0 0 PACHYSANDRA TERMINALIS 1 GAL. CONT. �j.�� • ° ` � • JAPANESE SPURGE 12 O.C. � Ronald A. Heiden �► + �- -E- RUSUS CALYCINOIDES 1 GAL. CONT. 0 1 " OREGON GREEN CARPET RASPBERRY 12 O.C. 0 10/12/95 99 PARKING AREA CAPE �� I ! GENERAL NOTES 1. FULLY AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED AND MACKENZIE 2014 ALL RIGHTS RESERVED 1 t BUMPER ' TAX LOT 300 INSTALLED BY OTHERS TO MAINTAIN ALL LANDSCAPE MATERIAL. THESE DRAWINGS ARE THE PROPERTY 2. PROVIDE 1/4 INCH HEMLOCK BARK MULCH AT A DEPTH OF 2 MACKENZIE AND ARE NOT TO BE USED OVERHANG OR REPRODUCED IN ANY MANNER, INCHES THROUGHOUT NEW LANDSCAPE AREAS. WITHOUT PRIOR WRITTEN PERMISSION 3. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. SEE CIVIL PLANS FOR CLEAR VISION I REVISIONS: _. { 4. ALL LANQSCAPING SHALL BE INSTALLED ACCORDING TO PROPOSED SIDEWALK a TRIANGLE, TVP. 0 APPLICABLE INDUSTRY STANDARDS. F REVISION DELTA I INFORMATION 5. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL 5W CLOSING DATE I BRANCHED AND ROOTED, FULL'FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN -STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 6. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED jj EXISTING l FROM DAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL - TREES TO 't OR INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT = REMAIN ' LIMITS. --� - • 7. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR • ` TO COMMENCING WORK. WAT 8. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF ALL • �` UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT IF • • i SHEET TITLE: • . - , ° THERE ARE ANY DISCREPANCIES WITH PLANTING ROOT ZONES. TO LANDSCAPE — — — — REQUEST LOCATES FOR PROPOSED EXCAVATION CALL -- ,E, 1-(800)3,32-2,344. PLAN 9. Li PARKING LOT SCREENING SHRUBS SHALL PROVIDE A 3' HIGH _ SCREEN AT 90% OPACITY WITHIN A YEAR OF PLANTING. ~mow` L1 SCREENING STANDARD _ ` 'EXISTING SIDEWALK TO REMAIN f ## ... — — — — \ —�— DRAWN BY: KCN/TSD S.W. SHADY LANE CHECKED BY. RAH _ 3 ` SHEET: SEE CIVIL PLANS OR SITE 1 I UTILITY INFORMATION ` w� L283 10 0 5 10 20 40 0 K`) LANDSCAPE PLAN =-- - 771 - L2.3 SCALE: 1" = 10' inch FEET ) JOB NO. 2130043.15 1 inch = 10 ft. SUBMITTED FOR PERMIT' 10-21-14 AKIN WALK EDGE OUNDCOVER AREA/ Architecture w Interiors - 8'-0" O.C., HIGHLY VISIBLE FLAGGING DISTANCE FROM EDGE IS 1/2 Planning ■ Engineering MIN. THE SPECIFIED O.C. SPACING ATTACHED TO TOPS OF ANCHOR POSTS 2" SQUARE, 9- GAUGE - ROW GR gg HHTT TREE Eg GALVANIZED WIRE MESH - - WITH GALVA TEEL WIRE,•TLOOSE ANCHOR POSTS SHOULD BE TRI-SPACE, AT SPECIFIED Portland,OR TO ALLOW 4 OF MOVEMENT o " 2 X DIAMETER O.C. DISTANCE - EQUIDISTANT 503.224.9560 - i MIN. 2 STEEL U CHANNEL OR OF ROOTBALL Vancouver,WA IN ALL DIRECTIONS 2 1/2" DIA. TUBING OR 4" X 4" 2"X 2"X 8' WOOD STAKES TIMBER,. 8' IN LENGTH PLANT CENTER 360.695.7879 z SET OUTSIDE ROOT BALL o o Seattle,WA (REMOVE AFTER ONE YEAR) J I, 59 206.749.9993 SET CROWN OF ROOTBALL 2" I I�I I III-1(I�I H I I- I -I I I�I - I I III-1 I I SHRUB ROOT CROWN TO BE I R COVEPLANT ABOVE ADJACENT GRADES -1�I -I l I�l l��b��i l - ANCHOR POSTS MUST BE SET NO LESS THAN 1" NOR MORE THAN 2" www•mcknze.com to 1�I I ITI 11=1 I I I f I�I I I I I(I INSTALLED TO A DEPTH OF NO ABOVE SURROUNDING GRADE GROUND - FINISH GRADE OF SOIL III- I I I I( �I I �i l- LESS THAN 1/3 THE TOTAL MULCH 1 1S2' BELOW GRADE OF I{I ITI MACKENZIE. AD ACENT SURFACE III HEIGHT OF POST i MULCH AS SPECIFIED " p 2 (KEEP MULCH CLEAR OF SHRUB STEM BASE) FINISHED GRADE oesIo"onrve" CLIENT FOCUSED 2 MULCH (KEEP CLEAR OF o a /\ \ K \ \//\ Client TRUNK BA W �= BACKFILL PLANTING MIX: �\ \/\\/ \/ /\\ 6" SPECIFIED m 11=1 I{b I I .... ... - I I I H I k NOTES N NT CORP. �WO PARTS NATIVEMT NP M ILTS TO \ \/j\\/j�\ \ \ \ \j�\/j�\ \\jam\ BACKFILL SOIL 3MAOOJWEST 15S H •' = _ ::, •:. ¢ 0 SO /.� /� /� .� .� /. .� /. /.\. AHDEPTH OF MIX INTO SOIL MTX _ 1) METAL FENCE FOR TREE PROTECTION DEVICE, ONLY. CO COMPACTED PLANTING MIXT 200 `= -•:: V WA 98660 ? _ == 3/5 EXISTING TOPSOIL 2) BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN THE FIELD LL_ Z a" " r' `�''° 12" THOUROUGHLY TILLED o " OPEN SOIL I 1/5 PLANTING COMPOST PRIOR TO CONSTRUCTION. SUBSOIL. 1;(5 -� / SAND o 3) BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED SCARIFY AND ROUGHEN I PRIOR TO INSTALLING DEVICES. _ C II I �la-11 BOTTOM OF PLANTING PIT z 4 AVOID DAMAGE TO CRITICAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE N NOTES ,� PRIOR TO PLACING TREE AND z ) III I _ `" ROOTS WHEN INSTALLING POSTS. z ►- TOPSOIL CUT AND REMOVE x o TILL SOIL SO THAT THERE ARE o �--�� TWINE, BURLAP, AND WIRE Q 5) DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. _ NO CLODS OR CLUMPS LARGER I BASKET FROM TOP AND cn v " THREE TIMES WIDTH OF ROOTBALL SIDES OF ROOT BALLUJI THAN 1 1/2 DIA. 1 DECIDUOUS TREE STAKING DETAILK`2�TREE PROTECTION FENCE 3 SHRUB PLANTING DETAIL m �4GROUNDCOVER PLANTING z ��Vo SCALE: NTS o LB.O NTS LB.O SCALE: NTS LB.O SCALE: NTS TRIANGULAR SPACING LAYOUT PLANTINGS S ` y y • Project - RETAIL e: AT SHADY S LANE - s 12S OPEN SOIL VOLUME EDGE OF PLANT BED, CURB CURB - ARKING LOT SURFACING � _ OPEN SOIL VOLUME 9785 SW SHADY LANE 11GAR0, ORWALK, FENCE OR WALL CURB S = SPACING AS SHOWN ON PLANS /L� / III OMPACTED SUBGRADES T.ER STREET TO CALCULATE PLANTS PER SQUARE FOOT - IF SPACING (S) ��'� _ - - - - - - 331 0 11=1 11=11 I=1 11=1 I I-!II EQUALS: MULTIPLY S.F. AREA BY TO EQUAL TOTAL � _ PLANTS PER S.F. N '=1 I!=1 I I-1 I!-)I I I ° - _ _ - �. z -�I I—I 11=1 —!I o 0°003'>0°° o°o /\/\/ i =1 11=1 11=1 I!=1' _ Ronald A. Heiden 1 I-1 o 0 0 0 / / l i l 11=1 11=I.I I-!11=1 11=1 I I-1 ' '' S W .•��.= o0 0 0 0 0 0 o e 6" .4.61 - ,,� ° ° o0 0 ° ° o ° _ " __ I I —�_- rill _ 12" 1.156 = OPEN SOIL VOLUME III—III,,,I�I��( ! ��!�IITI�II III 1111�II�FIIJ111�11�_ISI 0 OREGON 18" 0.513 ROOT BARRIER PER _ , 10/12/95 3O" 0.184 0.288 SIDEWALK MANUFACTURER'S SPECIFICATIONS 0 " 2 W 42; 0.094 LUROOT PATH COVERED SOIL VOLUME 48 0.072 Z ~ COMPACTED SUBGRADE Qp W © MACKENZIE 2014 d ALL RIGHTS RESERVED 5 PLANT SPACING � s PARKING LOT TREE WITH OPEN SOIL z 7 PARKING LOT TREE WITH ROOT PATI- MACKENZIE AND ARE NOT TO BE USED zY W OR REPRODUCED IN ANY MANNER, L8.0 SCALE: NTS J L8.0 NTS Q L8.0 NTS CC WITHOUT PRIOR WRITTEN PERMISSION a N REVISIONS: STANDARD COVERED SOIL VOLUME SPECIFICATIONS REMOVAL, STORING, AND AMENDED SOILS FOR PLANTER AREAS N< REVISION DELTA PART -1. COVERED SOIL MATERIALS PART 3. COVERED. SOIL MIXING PROCEDURES B. ALL AREAS TO RECEIVE COVERED. SOIL MIXTURE SHALL BE INSPECTED BY THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO Ww CLOSING DATE A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND A. MIX COVERED SOIL IN BATCHES. OF AN APPROPRIATE SIZE FOR THE EQUIPMENT PROJECT LANDSCAPE ARCHITECT AND/OR PROJECT ENGINEER.BEFORE STARTING A DEPTH OF 36 INCHES. SLOPE SIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE ADMIXTURES: BEING USED. THE END RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED PLACEMENT OF MIXTURE. AL DEFECTS SUCH AS INCORRECT GRADING, COMPACTION EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING TOGETHER. DO NOT BATCH IN QUANTITIES THAT WILL NOT ALLOW THE EQUIPMENT AND INADEQUATE DRAINAGE,.ETC., SHALL BE CORRECTED PRIOR TO BEGINNING SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES AND STRUCTURAL FILL DISPOSE 0.75 INCH; TO COMPLETELY MIX THE MATERIAL DETERMINE BATCH SIZE AND QUANTITIES OF PLACEMENT OF COVERED SOIL OF DEBRIS AND SUBSOIL STOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF 2. LOAM/ORGANIC TOPSOIL; EACH MATERIAL NEEDED FOR THE BATCH. C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED SITE. - 3. SOIL BINDER SUCH AS 'STABILIZER,' AND B. START WITH HALF OF THE CRUSHED ROCK MATERIAL AS REQUIRED. SUB-GRADE ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED 4. WATER. C. ADD ALL OF THE TOPSOIL MATERIAL GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION DEBRIS, TRASH, RUBBLE AND EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE . D. ADD THE SOIL BINDER. FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL MIXING SHALL E. ADD HALF OF THE ESTIMATED WATER. COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. .BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIER'S YARD. MIX AMENDMENTS PART 2. PROPORTIONS OF COVERED SOIL MATERIALS F. ADD THE OTHER HALF OF THE' CRUSHED ROCK MATERIAL D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION ONLY; DAMP AND NOT MUDDY A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS'FOLLOWS: G. MIX THE MATERIAL TOGETHER. AREA. COMPACT EACH LIFT TO THE REQUIRED PERCENT OF MAXIMUM DENSITY. WITH ADEQUATE MOISTURE TO BREAK INTO CLODS WHEN TURNED AND WILL NOT H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT EXCEEDS MAXIMUM ALLOWABLE, LEAVE A MUD STAIN ON THE HAND WHEN SQUEEZED. CONTRACTOR TO PROVIDE MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. TAKE CERTIFICATE OF CONTENT AND PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO SHEET TITLE: OF COVERED SOIL OF COVERED SOIL TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL THE CITY PRIOR TO INSTALLATION. SITE AND THE ADDITIONS OF WATER. COVERED SOIL THAT WILL BE THE BEDDING FOR UTILITY LINES SHALL BE CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF THE UTILITY LINE. DO NOT LANDSCAPE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF DETAILS OUT OF THE MATERIAL ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD WITH TOPSOIL THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED CRUSHED ROCK IN THE MIXTURE. DRAWINGS. IMMEDIATELY PROTECT THE COVERED SOIL MATERIAL FROM J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. _ SOIL BINDER 13.7 OUNCES 4 POUNDS MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. WATER 1.6 GALLON 46 GALLONS- DRAWN BY: TSD - B. THE TARGET MOISTURE CONTENT IS 2090 BY WEIGHT OF THE TOPSOIL WEIGHT.. PART 4. PLACEMENT OF COVERED SOIL - - THE ABOVE WATER CONTENTS ASSUME THE TOP IS DRY. THE .AMOUNT OF WATER A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER .AND FROM EROSION CHECKED BY: RAH THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF AT ALL TIMES. DO NOT STORE MATERIALS UNPROTECTED FROM RAINFALL-EVENTS. . OF WATER USED SHALL BE DETERMINED SHEET: DO NOT ALLOW EXCESS WATER TO ENTER SITE PRIOR TO COMPACTION. IF WATER IS THE RAW MATERIALS. ACTUAL AMOUNTS _ DURING MIXING. INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. 8 STANDARD SOIL SPECIFICATIONS. L8 �_o ■ J JOB No. 2130043.15 ZZI SUBMITTED FOR PERMIT: 10-21-14 O Orn 04 O 04 3 t0 000 wo V �r- o 0 Z La "6 — • �QO W Im r i W co w C4 Q >- .��,- LEGEND =Z m°0 W M W �'� 0 > / DECIDUOUS TREE 0 GAS DETER / .• ,/� FIRE HYDRANT GUY WIRE ANCHOR O a. • � f WATER METER UTILITY POLE . ' - 1`� f / IAT GRAPHIC SCALE 1 • . WATER VALVE 04 PRIVATE LIGHT POLE 20 0 10 20 40 00 j HOSE BIB POWER TRANSFORMER:111 ONE: rim / 4 ' STORM SEWER CATCH BASIN ® TELEPHONE VAULT Q ( IN FEET ) r• • '' STORM SEWER MANHOLE ® TELEPHONE RISER 7z i inch = 20 !i~, / ••' • r' SANITARY SEWER CLEANOUT do FOUND PROPERTY CORNER MONUMENT • f ^ w a ASPHALT RIGHT-OF-WAY LINE PROPERTY UNE M w ,r TAX LOT 300 ¢ Z .- «w R=1034.93 MAP 1S-1-35BD CENTERLINE ------ - w O w c3 o FS L=50.15! �- _ + :•; ,'' "SERVICE STATION SIGN' EASEMENT CURB p W „Z }. Z 46 34 ,, ' '��, # BOOK 1102, PAGE 969 oy Z t� �'" CH=N33 59 02 E , ,� I EDGE OF PAVEMENT --- -- --•-• w � „U- 50.14! DECIDUOUS CLUMP p G7 Ss9'00'0o'E 105$1' EASEMENT cr_ APPROX. SEWER LOCATION MARKED r _ s 5' CYCLONE FENCEFENCE LINE fsOF- 6 WOOD FENCE 6' HIGH __ — _ Z c� BY OTHERS. CONTINUES WEST TO BUILDING OVERHANG UNKNOWN LOCATION ✓, ••. / -- -- i POWER LINE — — -- — —Pik- Q. . MASONRY WALL 35 HIGH SIGN :;• i OVERHEAD WIRE -- — -- —. .-. --•. ....., - p W V) N� �D• 'RAINBOW PARK " '• Z ! •. ~ & PL YGROUND' : f TELEPHONE LINE C) ' ASPHALT WITHONE-STORY MASONRY GAS LINE — — — —GAS- — _.. —WS— PLAYGROUND .WS-PLAYGROUND as "••• BUILDING h MATTING - .'. STORM SEWER LINE - ` : • / }<' :;• 9785 SW SHADY LANE SANITARY SEWER UNE --S+— ---- -- ---SAN- f`�, / 4 " �� :•. • BRICK FASCIA 0 FF=167.16' „ ASPHALT — . • l / ``'- / :;•,� WATER LINE _. — — —WAT— _.. ._... —WAT- A i q END TELEPHONE :,� '• I W LOCATES =�- • •• .•. • °' ,f 71 WOOD CHIPS :. :1�St1PL0(j�l� Q �AIi�I;.�. • 3' ' •'•a, ;•. I.i.. •.+� // tb� Q OVER ASPHALT •• ..' ' • - :` J �, ' • 4/ 1r 4' CYCLONE FENCE • ;• -'.,; •*••.• # Comm) , NO UTILITY pic' �b ••� LOCATES ASPHALT Q ! TAX LOT 200 i PILLAR ' • i` TAX LOT 300 MAP 1S-1-35BD ' " MAP 1S-1-&W JC4 4t ! 0 13'1 HIGH CA OPY • ' f 7g_ II14 19,345 SQUARE FEET f PILLAR { #.,: I ASPHALT STORM SEWER INFORMATION ! ��`:�' tca• i i WOOD CHIPS SH CK • •"•• ' I RIM 164.76'CH BASIN �`pQ w • ' _ ", OVER ASPHALT - _ ; •'.- .- �' J 10" IN (N) 162.9` STUB? INGRESS/EGRESS EASEMENT 10 OUT(SE) 1624` NMI-.L— • '.' I BOOK 1102, PAGE 969 SUMP 161.8' ' STM-4 PP W/AREA .i•• 7 . i LIGHT 14' CYCLONE FENCE • ' `- ruT : •:' '% _ ♦ 6' DECIDUOUS STM_2 MANHOLE p #8M 165.62' (L �OGc9 — ' _ -• • s #'j X .; • ;H 10! (N 1E6 ., --�-�• m; •,• .s; „ �. -•-s. ;D18S}�4I'00�W 1 .93' . • ;,�.T�`•-•' '-- -.-'' * •�••✓-- 10' OUT(E) 16Z1` s' �+► `•' � ' ,CURB.OUT. • • . • STM-3 CATCH BASIN STM-1 — RIM 165.05' ••r Ta— — __ ,a _._ .,_ _uL_ TEL '� `--.--- _ I _ _ —,a — — 10" OUT(N) 163.0' �1 I _` --- SUMP 16zw e S W SHADY LANE I _ DRAWING NO-- 1094 TOPO _ - - - -- - - ° _ �`► 65.22' SCAT AS NOTED RIM 1 STM-4 WIO CATCH BASIN - - - - - - - W UNABLE TO ACCESS DRAVW QXRAlM BY U)2D04 - STM-5 CATCH BASIN DRAWN BY: SFF RIM 165.11 �— w�T ._._ —GAS �rsAs � � ��— — — --oAs ..._r..�_`� '� —s"'— — — --sr�— — — —srw-- -- — —s w IT OUT(N) 161.9' CHECKED BY: CHS .• y --� — STM-3• — — — STM-6 SUMP 16113 PREPARED FOR. r • ' ' ' -"" -� _ • . . ��. A� — __.wAT-- — —wAT � ,. • STM-6 MANHOLE MAJ DEVELOPMENT `-7m f-�--� 300 W 15TH STREET, SUITE 200 ,,,�, STM-5 — _... .0 - 10' O ( (E) 1.0' � VANCOUVER, WA 98660 10' OUT(E} 160.9 *PP W/DROP &r-- war TRANSFORMER ASPHALT REVISIONS: INITIAL RELEASE: MAR. 27, 2014 UPDATE SEWER: APRIL 7, 2014 • NOTES • 1) THE FIELD SURVEY FOR THIS MAP WAS COMPLETED ON FEBRUARY 26, 2014. 2) ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK N0. 443 THE BENCHMARK IS A BRASS DISK L LOCATED ON TOP OF A CONCRETE GUARD RAL AT THE NORTHEAST CORNER OF THE SW GREMRG ROAD OVERPASS ACROSS HIGHWAY 217. THE BENCHMARK ELEVATION IS 200.03 FEET ON THE NGVD 1929 DATUM. UTILITY STATEMENT JOB NUMBER THE UNDERGROUND UTILITIES; SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND E)GSTING 1 094 DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITkIER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER DOES NOT SHEET WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT 1HEY ARE LOCAlED AS SURVEYOR HAS NOT PHYSICALLY LOCATED THEEUUNDERGROUND� FROM INFORMATK�1 AVAltJ4BtE THE 1 OF 1 11A 19 1( L14 t4fF F MrA IL 5 1 PA QW., PORTLAND 014,1s`rr SHELL REMODEL T I L A N D TGl ARD OREGON5 C H M I D T A R C W I TECT8, P:G_ 3(011 S.W. HOOD AvE. SUITE 200 PORTLAND, OR 91239 (503) 220-8511 MAP OR REFERENCE FORTE WORK FRIO .JEC7 I 5HEE7 I FAX 1503) 2?0-8518 VICINIT"� ARCHITECTURAL DRAWINGS CONSTRUCTION TYPE: v-B (EXISTING) A0.0 TITLE SHEET / SITE DIAGRAM CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE Al-I PLAZA PLAN / SITE DETAILS ZONING: MUG (MIXED USE COMMERCIAL) A2.1 FLOOR PLAN / DETAILS A2.2 ROOF PLAN / DETAILS ANTICIPATED OCCUPANCIES: A2 (RESTAURANT) 43_I EXTERIOR ELEVATIONS / ENLARGED ELEVATIONS �� " THIS SUBMITTAL IS FOR THE SHELL 4 '0Ma- - ! BUILDING PERMIT ONLY J�,(o :r BUILDING AREA: APPROX_ 2,080 SF ,�`�T (2,039* EXISTG. BLDG. / 410 NEW ADDITION) STRUCTURAL DRAWINGS II I� II 4i ll I„�II �Q� '` ALLOWABLE BLDG. AREA: (0,000 SF_ SI_I GENERAL STRUCTURAL NOTES k EXISTING ALLOWABLE BUILDING HEIGHT: I STORY 52.1 FOUNDATION PLAN BUILDING 822 ROOF FRAMING PLAN PARKING PROVIDED: 16 STALLS -- 53_I FOUNDATION DETAILS NEW: 41 SF_ BICYCLE PARKING PROVIDED: 4 STALLS 832 FOUNDATION DETAILS INSULATION / GLAZING: 54.1 FRAMING DETAILS I. ROOF: R-20 RIGID INSUL_ (HIN.) 842 FRAMING DETAILS �t-- q - R s� 2_ EXTERIOR WALLS_ BATT INSULATION R 21 t 2 - AV (MIN_ a NEW STUD WALLS) 54-3 FRAMING DETAILS \ Mal llwlo�`*� R-13 BATT INSULATION (MIN. a NEW FURRING ON EXISTG_ PANELS) � 3, STOREFRONT-- 12 �P )= A, DBL. GLAZED CLEAR: U = 0.45 (MAX) SHGC 0,40 (MAX) VERIFY LOCATION B_ ENTRANCE DOOR: U 0100 (MAX) f^ ;�a3 � Y ,?+� .! M.a�,4' ^ S•Yy}... �,'.� "'w.-' ry "'l�,.as:„ro+."�„zF ...- � .�.1 I £ M1 3 ' 3� a ZZ \ M1 x" t . ti3g , V Y:3•;• 2'�' (��r rM ,,fyx_ "£'� �L:.., �.-,., $'-:. �� t"""f�: 9 k ii'..'� t"kx t ��"? F*.�.s` ts�r , % . 1u m # 5W SHADY LANE yy x 4��• 'Wx: .k .�e. .yk. �0R ty r,OR T S, VICINITY MAP 51TE DIAGRAM I" = 30'-0' PROJECT NO. - - � GENERAL N07EB FR0EC7JTEAM DATE 1319 08-14-2014 A. THE PROJECT WILL PROCEED UNDER ALL APPLICABLE F. CONTRACTOR TO FRAME d SEAL OPENINGS L. GLAZING_ PROVIDE GLAZING PER IBC AND DRAWN BY CODES AND REGULATIONS GOVERNING THIS TYPE OF FOR HVAC- AND OTHER MECHANICAL OR ELECTRICAL STATE ENERGY CODE_ INSULATED UNITS SHALL OWNER GENERAL CONTRACTOR SMS CONSTRUCTION IN THIS LOCALE, WORK WHERE REQUIRED AND NOT OTHERWISE SHOWN ON THE BE CLASS 40 GLAZING WITH LOW ARGON GAS_ MIKE JENKINS, PRESIDENT TEAM CONSTRUCTION CHECKED BY : B. MECH_, PLUMB, ELEC. AND FIRE ALARM WORK SHALL PLANS AS A PART OF THEIR DESIGN/ BUILD WORK MAJ DEVELOPMENT CORPORATION 4201 NE (o(0TH AVENUE, SUITE 105 PLT BE PERFORMED UNDER BIDDER DESIGN FORMAT G, COMPLY WITH APPLICABLE REGULATIONS FOR BARRIER-FREE M. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT 300 WEST 15th STREET, SUITE 200 VANCOUVER, WA 98(o(0l (3(o 0) (099-1411 AS DEFERRED SUBMITTALS WITHIN GUIDELINES FROM FACILITIES INCLUDING: SUCH AS PANES IN DOORS, GLAZING WITHIN A 24' VANCOUVER, WA 98(0(00 (3(00) 823-5102 EMAIL: ELINDBERGaTEAMCONSTRUCTIONCOM FAX: (360) (099-1454 R E V 1 S 1 O N S GONSTRUGTION DOCUMENTS AND IN ACCORDANCE W/ ARC OF A DOOR OPENING, SHALL BE TEMPERED EMAIL: MIKEJaMAJDEVELOPMENT.GOM FAX: (3(00) 823-1102 IBC 101,3,4.1 IT SHALL BE THE GENERAL CONTRACTOR'S 1) MAXIMUM THRESHOLD HEIGHT TO BE ONE HALF INCH (1/2') GLASS OR LAMINATED SAFETY GLASS. SOLE RESPONSIBILITY TO ENSURE THAT ALL PERMITS ALONG ACCESSIBLE ROUTE OF TRAVEL_ ARE ATTAINED AND ALL APPLICABLE CODE ARCHITECT BUILDING DEPARTMENT REQUIREMENTS AND REGULATIONS ARE MET. 2) MAXIMUM SIDE SLOPE OF 29. AND MAXIMUM RUNNING N. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE TILAND / SCHMIDT ARCHITECTS, P-C_ CITY OF TIGARD SLOPE OF 59o_ AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR, 3(011 SW HOOD AVENUE, SUITE 200 G, REPETITIVE AND TYPICAL WALL SECTIONS, FINISHES, AND DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE BUILDING DIVISION DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR H. OPENINGS, ALL OPENINGS TO BE CAULKED, SEALED AND EXTINGUISHER WITH TYPE A,B,C RATING WITHIN 15 FOOT PORTLAND, OREGON 91239 (503) 220-8511 TIG D HALL BOULEVARD ON PLANS, ELEVATIONS AND SECTIONS. REFER TO WEATHER-STRIPPED FOR WEATHERTIGHT ASSEMBLY. DISTANCE TO ALL PORTIONS OF THE JOB_ EMAIL: RIGKTILANDaTILANDSCHMIDT.COM FAX: (503) 220-8518 IGAR , OR 91223 1503) 118-2439 DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF ALL FLASHING AND ARCHITECTURAL SHEET METAL TO BE DRAWN IN FULL. STRUCTURAL DWGS SHALL TAKE PRECEDENCE- MINIMUM 24 GA_ GALVANIZED STEEL, FACTORY PRIMED AND O, MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY STRUCTURAL ENGINEER CIVIL ENGINEER D. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS FIELD PAINTED, 10'-0' MIN_ LENGTHS, PER SMACNA MANUAL a WALL PENETRATIONS FOR MECH„ ELEC., PLUMBING NECESSARY OTHER THAN THE BUILDING PERMIT. CONTRACTOR UNLESS OTHERWISE NOTED AS REQUIRED TO RESULT AND COMMUNICATIONS CONDUITS, PIPES AND SIMILAR ASSOCIATED CONSULTANTS, INC_100E 13TH STREET, SUITE 10 (001 MMACMAIN IN A FULLY WEATHERTIGHT ASSEMBLY. STREET, SUITE 101 . SHALL ALSO PAY FOR ALL OTHER CHARGES, FEES OR COSTS SYSTEMS, VANCOUVER, WA 98(0(00 (503) 384-0400 VANCOUVER, WA 98(0(00 (3(00) X095-1819 CHARGED BY THE BUILDING DEPARTMENT, AND UTILITY J. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY EMAIL: MANOUCHaACIENGINEER5.COM FAX: (503) 384-0459 EMAIL: RSHERAaMCKNZE.COM FAX: (3(oO) (h93-0(031 AGENCIES WHICH REQUIRE SUCH COSTS FOR OR PRIOR TO MANUFACTURER BACKING RODS OR TAPE AS RECOMMENDED i3i9�-ammaWg INSTALLATIONS PER CONTRACT W/ OWNER- BY MANUFACTURER. USE POLYURETHANE SEALANTS AT E. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE CONCRETE FLOOR AND SIDEWALK JOINTS_ ALL OTHER DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD LOCATIONS USE POLYSULFADE OR SILICONE_ s MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND OR IF ADDITIONAL INFORMATION IS REQ'D. K- VAPOR BARRIERS. CONTINUOUS APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED. 0 ,0 w ?R4 ml wjp " amu x R PRE-FAB BIKE T I L A N D EMBED INTO RAGK- SEE NOTES 4" CONC. WALK OVER CONCRETE PLAZA 5 C N M I D T (SEE PLAZA PLAN 2' GRAN, FILL FOR LOCATION) A R C H I T E C T 5° P.C. 4' CONCRETE WALK 4' GONG, WALK ° TOOLED JOINT - OVER GRAN_ FILL ° 3/011 S.W. HOOD AVE. OVER 2' COMP, 1/8" TOOLED EDGE - TYP z I/8' WIDE x 3/4 DEEP (PLANTER 51M) a N u Q SUITE 200 GRAN FILL_ w/ 1/8' R -TYP �� ° w PORTLAND, OR 91231' 1/2' x FULL DEPTH w (503) 220-8511 12' EXPANSION ° > T MATERIAL _ _ EXPANSION MAT'L. FINISH GRADE FAX (503) 220-&515 - FULLJOINT DEPTH ° SLOPE (CONTRACTORS OPTION) JOIN a a ° TO CURB C_I,P CURB d PAVING- °d 12' ° ° ° SEE CIVIL ° ° a ° a NOTES I_) INSTALL BIKE RACK AS PER °_ - _d _ ° a a — —a ° ka a 2-) PROTECT BIKE RACK SURFACE FROM ° ° a 4' GONG WALK OVER MANUFACTURER'S RECOMMENDATIONS, ° ° ° NOTE: BELSON OUTDOORS (BOL 450-2-IG-P) ° °° ° ° a INTEGRAL CURB/UJALK POWDER-COATED IN-GROUND a ° m CONTRACTOR'S DAMAGE UNTIL COMPLETION OF PROJECT- 2' COMP, GRAN FILL OPTION - SEE CIVIL DWGS EXPANSION JOINT CONTROL ..JOINT4 CURB- AALK 5 ^ALK C) GRADE � BICYCLE RACK SLOPE TO PAINTED 2ro GA GI SLOPE TO TOP GAP OVER BLDG. OUTSIDE PAPER, CEDAR SIDING OUTSIDE < P.T_ 2x fE -- - T_O_ MASONRY OL TO_ MASONRY 2- 05HORIZ_ QT 4B :/ •' CONT. CLIPS �/ �' •'% AND MID-HT CONT_ W/ / BOTH SIDES WOOD SIDING ON 1- 05 ho' O.C. VERT. / :•.:'. ;/ PLYDWOODPER ON I/2' / MASONRY � Lu % GROUTED 50LID % (SEE GEN. 8 5TRUGT I/2' EXPANSION / NOTES FOR REINF_) , 9 Il PAINTED (P-3) MAT'L A AI-I 26 GA GI TOP GAP EXPANS N 2' x 2" x 3/I(o' GALv_ JT - TYP CENTER RAMP ON 12 II'-4' T_0_ MASONRY �, MTL ANGLE W/ 1/2'0 x i / FT, 2 x 4 FURRING I - - - - - _ ACCESSIBLE A15LE _ (0'-0' 4'LG ANCHOR BOLTS / Iro"oc. W/ VERT UNLESS OTHERWISE �': i \ 12' OC_ / DRAINAGE SLOTS ON ' ;kl� NOTED i I / SMOOTH FACE CMU / \\ (P-2) 8" CMU WALL W/ TACTILE °o°. \ II TOOLED JTS. TYP, g -I I —III ALL EXPOSED FACES IHOLABOvE LE _ _ I=III -III—I I/' '" _ _ — ONFLARES5 ° oJ;� / r'o' THK GONG_ SLAB °°° ° SLAB W/ 55T /: 1 —I I I ` / - TYP 8 °o00 0 o° SPACERS °. o° I::'./II- ` W/ "4 tD Ih' OC. a MID- II, �`: 12" 12" °� SLAB OVER l0' COMP, FOR ADDITIONAL o °°•O ° ° °° °< °° Z c o.o o °° / ' ' % oo°�°o•o.o SLOPE CURB ° ° 0 0 0.0°°°•°°°o�ova GRAN, FILL INFORMATION, SEE 9/AI_I o°o o• °°'°.� o o° 11 D /.:. /.:.. W/ RAMP °II1°I1=III—II / / I1=1°I1=III—II e —I I I=II I=I III / III—III—III— TRUNCATED DOMES ' BLDG- PROFILE OF GONG _ ! '<'' '! '•:!' S, " — —I �FooTING - =III ( III I / / I =III=1 =1 24• DP. x FULL CORNER I `� - ° 2- "5 BARS CONT_ a _ _ WIDTH (YELLOW) e• - - — — — — — — — — — - - - - � ° IIIII— II=I I I • ° J OC_ "5 VERT, m 16" ° ° ° °<• III=I i—I I a = = I I—I I I FLUSH w/ x ° PA V NG II 24' cC\ - �, TRASH ENCLOSURE D SIDING i— e NORTH ELEVATION TRASH ENGL. FOOTING TRASH ENGL. ^ALL RAMP <10 w 1/4" = 1'-0' 1' = 1'-0' Iv I' = 1'-0' I 1 1/4' = 1'-0' VERIFY W/ G v L (L 13 O �j ALI Lu JS - 1/4' SEALANT JT_ AJ.I Ix WOOD TRIM / SIM_ p AI_I 2(o GA DI TOP)CAP T.O. MASONRY $ ' - I/4' SEALANT ,JT_ (P-2) 8' CMU WALL W/ a ICE 4 WATER SHIELD TOO EXPOSED FACES a� f s WOOD SIDING a � FURRING - SEE 10/AI,I CMU ENCLOSURE WALLPROFILE 15 I FOOTING OF CONIC Ali - - - - - - - - - - - - - - - - - - - - - - - - - - - � PROJECT NO_ 2 TYP_ 3 TYP, ALJ EJ AI,I CJ 1319 R TRASH ENCLOSURE ' DATE- otam-F7011, -14 -2014 Iw wTRASH ENGL. PLAN EAST ELEVATION (p TRASH ENGL. 1NALL DRAWN BY I 14 AI_I (2) 51KE CKS ` I (2 IKES/ AGK) 1 t PLTCKED BY LONG, PLAZA - \ BE ro/AI,I MATCH TO_ GONG_ \- EJ _ _ w/T_O. INTERIORL11 � R E V I S I O N S , ] (P-4) GATE PANELS: SLAB, SLOPE s� Y 24I" x IS GA, MTL. BOXAWAY FROM E RIB DECKING - WELD BLDG, 2io MAX. - � , � � :�� TO BACK OF ANGLE 10 PAINTED (P-4) SEE CIVIL - - - - E.J. (P-4) 3' x 3' 5TL, 2ro GA GI TOP GAP GONG. �UALK ANGLE GATE FRAME 41_I CROSSING - SEE PLANTER, 5 4 TO MASONRY T_O_ MASONRY CIVIL TYP, OF 4 AI,I AI.I �/0'-0' ADA RAMP- SEE (P-4) (o",P 5TL POSTS II/ALI GROUTED SOLID J4 PROVIDE LATCH W/ I 0 AI-I - (P-U ROUGH SAWN, SHIPLAP CEDAR 8'-5" 3 EQ_ 5PG5_ 3 EQ_ SPCS. 8'-5" 4'-5' ' PADLOCK HASP SIDING 12 2 EQ, SPCS- 2 EQ. SPCS. (P-4) 3/4' 4, G.I. CANE AI,I BOLTS INTO PVC EMBEDA SLEEVES (FOR BOTH OPEN \ w Z z Q 13191-Alldwg d CLOSED POSITIONS) — z 0 %j STEEL GATE HINGE, (2) - - - - - - - - - - - - v — — � m Q Q PER LEAF - No, - - - - - - - - - - - - - - - - - - - - - C13000 BY 'SHUT IT LI GATE HARDWARE' OR I 1-1/2'I x I-1/2' MTL_ DIAG- I PROFILE FOOTING OF CONG APPROVED EQUAL. BRACE ON BACK ROFIL.Es OF GONG 51DE OF DECr KING K N_SOR FOOTIN PLAZA PLAN TRASH ENCLOSURE TRASH ENCLOSURE I I/8' = i'-0" NOTE: SEE CIVIL DWG5, FOR SOUTH ELEVATION ^EST ELEVATION MORE INFO a SITE DIM'S 15NOTIFY ARCHITECT OF ANY I/4" i'-0' 1w I/4' = I'-0' DISCREPANCIES. Z Z EXTERIOR I - - - Z 12 is Q EXISTG_ MTL. PANEL, EXISTG_ 0 Z I w J J 0 LINE OF ROWLOCK ° s TO REMAIN - VERIFY GYPSUM BD. d 24 GA, PAINTED MTL. Q 4 J 4 SILL BELOW H•, f FURRING TO 4 PANEL - BOX RIB REMAIN PROFILE TO MATCH GYPSUM BD. PAINTED EXISTG. I� 1 Lam. 4 k -' rte : l' J BRICK VENEER TO i I SIM_ EXISTING I ON STUDS INTERIOR MTL_ PANEL, 'J' 1 EXTERIOR 0 REMAIN INTERIOR I 1 w/BATT CLOSURE, aSEALANT - cn I SEE 3/A2.1 - - A BLDG. PAPER ON ICE - r y 9�ti� �� : INSULATION �EI�I ' i *I ' I 157 � a WATER SHIELD ON II - s,il;• I . =,1, , , PLYWD. SHEATHING � ICE a WATER SHIELD DIM I BLDG_ PAPER ON `�' �. x I `� _ a. i.« l.'€A. 6.: - ,-P 3t tl.J u^t.5• b 'vy. .,-r S 1 I „z ,. .:. : �. LINE SHEAT INC WRAP � .� s-, .• �:•,•.� ,.. -; ,. :� . � � E� a�. • ,�,�, �- �-� �... � ,. ° '.,,�° •. I �—, ,• — :'...;. �i,..., zw..u'F5"a7°,. :IIi� _.."}^ 4f",+�,." ,. i . '. `,. ,,� >,t,C�.^n��K w9 .7ny �1A,o"r yy i .,{'"� .7', '"d • I `4-,. R.. � I ONTO ICE a WATER - J CLOSURE TO _. 1 . c� .. I� ... �... k•., .:. , ,. 6 � . I _ MTL_ PANEL W/ J I I - y u, 0.F. f fid.�. b .? - �c.�.'�,„y_ ��"k�-t.`=�'t�,.. ,�':;�a" * �..a Vii.._ Jyr;::;..�, ,. ��Za ..� a tfi?,a.,� ?z5: -.'-"". ..� � �x SHIELD 44 5 " s: �. :: i� nt r, E, �_. � .: s a 4 �' �3 �,>. E: •�'�FSw '�� - MATCH PANEL � . REMOVE a INTERIOR CLOSURE, _ DIMI w A K a - " a..^}'.•r d! x;i'7'i iti;+vrt .> r,�.,y, . ... ezrN B C ER ROD I—n J I ct� A ANT - SEE . A I 5E L � 1 $�.� 5r�' � w •�� m t i �.� n � "r" ��E°E�e,n�� aE"nY� Is�a �y� R N �N — � REPL CE `r �`� M �•; ��, � � g>,'�� . : �` 3. ^�� w. ��" ��'" �,��, �� x� �.. �� T I L A N D l' E A T y I - „, 5 •. E ,•.s � .. rh,f. ,, •, `�4t v..s� ;` cJ• ;: 1/2 BACKER ROD � �, SEALANT GYPSUM BD. AS 1 3/A2.1, ALIGN FO. I rnI :> ,,� s4 SEALANT �_� MT NEL - _ l REQ, I EX15TG. PANEL /�► L� M LINE , V H 1 1 I C T I/8' CAULK JT_ 2 � 4 k :� ' ��i�� A R C H I T E C T S. Pr- ALUM. G ALUM. STOREFRONT TYP_ a PERIMETER BLDG. PAPER ON I/8' CAULK JT_� BACKER ROD d I EXISTG. MTL. PANEL, WINDOW TO REMAIN - VERIFY OF WINDOWS a DRS, I SHEATHING, WRAP SEALANT ONTO ICE a WATER � C � � ,E I 12 3011 S.W. HOOD A SHIELD NM. DOOR a FRAMESUITE 200 EXTINTERIOR , LINE OF ROWLOCK I �" �; ,� �� i 10 PORTLAND, OR SILL BELOW 1 )x' p � � �_ >� s� (503) 220-851 ri-NNFAX (503) 220-8513 EXTERIOR N EA TO EX15T. MTL. PANEL STOREFRONT C� EXIST. .JAMB,- MTL. PANEL INFILL HOLLOW METAL JAMB _ vz ; 4 I I/2' = I'-0' 11/2' 1'-0' I I/2' I'-0' (ABOVE ROWLOCK SILL) � 12 4 - �r � 1 1/2' = 11-01 A2,1 , -j� EXISTG. MTL. PANEL, LINE OF ROWLOCK TO REMAIN - VERIFY SILL BELOW 6, ICE a WATER SHIELD, ALUM, STOREFRONT "1 APPLY TO BACK OF EXISTG. MTL, PANEL I DIM _- -- - - _ - _ \ I I I 1 20 PT WD_ BLOGKG_ AS L NE i6, �'• , \ - -- - 9- - - 7- 0-" --I EX15TG �- 0- . BRICK REQ'D. VENEER ON MTL. GYPUM `- - - 1/4' SEALANT JOINTS I s PANEL TO REMAIN FU RIw NG B/BAON TT 4' �• ��' �, 13 12 13 • INSULATION I x 2 WD. TRIM TO J :; REMOVE EXISTG_ MTL_ `� 3'-0° -8 5'-2'± �'-(o° 3'-4' (0'-8'± -8 PANEL A5 REQ. FOR MATCH 51DING �� > DIM -% '-9'•- 3 EQ_ SPCS. 4 EQ_ SPGS_ 5 EQ, SPCS. LANE INTERIOR JAMB FRAMING - SEELd ROUGH-SAWN SNIP % j�?.. D STRUCT_ PAINTED EXISTG, MTL. y PANEL o R r LAPPED CEDAR ,� � �� GYPSUM BD. FLOOR PLAN HORIZ. WD_ SIDING ON i; ON MTL, BLDG_ PAPER ON i��\ STUDS w/BATT \ DIM L NE PLYWD SHEATHING, �� \ = INSULATION LINE LAP BLDG PAPER `� �'�,\ BACKER ROD a -LOO /� ONTO ICE a WATER �f/� ; MTL_ EDGE TO ALIGN W/ NA FRAME SEALANT- TYP_ FLVVR PLltiNEY NOTE SHIELD ��'�' \�,�. CAUI�K BEAD 4 116'YP_ a BACKER ROD d INTERIOR EXTERIOR IO AREA OF NEW TOPPING SLAB OVER EXISTING, ±(o' O NOT USED i a _..` A� \` ' PERIMETER THICK TO MATCH EXISTING - SEE STRUCTURAL �� 9J INTERIOR Lu IDOWSOF DRS. SEALANT O EO REMAIN EXISTG_ BRICK VENEER ON EXISTG. MTL, PANEL EXTERIOR \ ��.,. ' HOLLOW METAL 2 EXISTG, EXTERIOR METAL WALL PANELS w/EXISTG.INTERIOR DOOR a FRAME z O FURRING a GYPSUM BOARD_ INTERIOR: MTL_ FURRING w/BATT INSULATION, VAPOR BARRIER a GYPSUM BD_ J EXISTG- INTERIOR WALL TO REMAIN. FINISH/ PAINT TO EXTERIOR Q O MATCH NEW 10 EXTERIOR- 5HIPLAP HORIZ_ WOOD SIDING ON BLDG_ HOLLOW METAL JAMB- STOREFRONT C� EXI5T. JAMB PAPER ON PLYWD. SHEATHING ON 2x PT WD. FURRING WOOID, TO EXIST. MTL. PANEL � - l0 - - O NEW STOREFRONT w/CLEAR INSULATED GLASS IN IC-�'o,c, ON EXISTG, MTL, PANEL TO REMAIN I'-0' (BELOW ROWLOCK S LL) V 1 1/2' 11-01 EX15TG_ OPNG, INTERIOR. STUDS a 16'oc, (SEE STRUCT.) Z EXTERIOR: MTL. PANEL ON BLDG. PAPER ON w/BATT INSULATION, VAPOR BARRIER a GYPSUM BD_ u � u FURR'G w/BATT 0 O PLYWOOD SHEATHING - PANEL PROFILE TO MATCH EXISTG_ II EXTERIOR. 5HIPLAP HORIZ_ WOOD SIDING ON BLDG_ � IN5UL a EX15TG q INTERIOR: MTL, STUDS a IC�'oc_ (SEE 5TRUCT_), w/BATT O PAPER ON PLYWD. SHEATHING ON 2x PT WD, FURRING a COL, INTERIOR INTERIOR ICE a WATER SHIELD INSULATION, VAPOR BARRIER d GYPSUM BOARD. I(o'o,c, ON EXISTG, BRICK VENEER a MTL, PANEL TO REMAIN ). TYP_ m OPNGS, INTERIOR. STUDS a I(o"o,c, (SEE 5TRUCT,) EXISTG_ BRICK 6 EXTERIOR. EXISTG_ MTL_ WALL PANEL TO REMAIN_ w/BATT INSULATION, VAPOR BARRIER a GYPSUM BD_ \` ., %% //i�^� �� :• \��, INTERIOR BELOW O INTERIOR= FURRING a I(o'o_c_, a 12 LINE OF ROOF ABOVE - SEE ROOF PLAN ROWLOCK SILL ALUM, STOREFRONT w/BATT INSULATION, VAPOR BARRIER GYPSUM BD. O VI j� EXTERIOR ` � ✓ ��` . C \� EXTERIOR ((o' FURRING is SIM,) O 13 LINE OF STEEL CANOPY ABOVE - SEE i/A22 a A3.1 ��\• /� \ INTERIOR EXTERIOR: 5HIPLAP HORIZ_ WOOD SIDING, ON BLDG. PAPER, 1� �� ALUM_ STOREFRONT- O ON PLYWD. SHEATHING 14 NOT USED EX15T'G_ COLUMN, / . / \ �' ALIGN - TY MTL. INTERIOR. STUDS a I(o'o_c, (SEE STRUCT_) w/BATT INSULATION, O `Il SEE PLAN �`,� PANEL- P_ VAPOR BARRIER d GYPSUM BD. (TYP_ UN-O-) IS STEEL COLUMN - SEE STRUCT. � +1•-icy 112" BACKER WD. SIDING, SEE �/A2.1, �� \ (\ — - -- SEALANT JOINT DOOR SCHEDULE LAP BLDG PAPER ��, ;� ��' � ) /�/ ONTO ICE a WATER : I/8' CAULK �/% 8._ WD_ SIDING, SEE I/2' BACKER ROD a IM SEALANT JOINT SHIELD, WRAP ICE a \\ _JOINT \ //' 7/A2.1 '�� 1 I—INE SIZE OR FRAME REM�4RK5 WATER SHIELD INTO t\�. \ /. BLDG. PAPER ON 8. y� DRIVE-THRU /� Q MATCH TRIM TO " PAINTED EX15TG, `� 1� SHEATHING, WRAP NO. LOCATION WIDTH HEIGHT THK_ HDWR. RATING MATERIAL GLASS FINISH MATERIAL FINISH OPENING i MATCH SIDING, w/I/4 BRICK VENEER ON w I 0 ONTO ICE a WATER BRONZE WINDOW JAMB - �(� SEALANT JTS_ EXISTG. MTL, PANEL �J EXTERIOR I� SHIELD I ENTRY 3'-0" �'-0" STD_ A NONE WD_ TEMP. STAIN ALUM, ANOD. �w TO REMAIN 2 EXIT 3'-01. 1'-0" 1 3/4" B NONE HJ"I_ NONE PAINT HJ"i_ PAINT 1/2' BACKER ROD a \` w ENANT _Z �I MTL. PANEL, 'J' SEALANT JOINT RE UIREMENTS �J EXTERIOR\\� CLOSURE, a SEALANT- SEE 3/A2,1 HARDWARE 6ROUF'5: NOTE5: Ld 'A'-- HINGES= MFR 5TD_ LOGK5ET KICKPLATE IN/OUT I, ALL HARDWARE TO BE BLACK a MEET ADA 5TD5. t►l�II/ \\\ \ WEATHERSTRIPPING 105*THRCLOSER 2, COORDINATE LOCKING a KEYING REOUIREMENT5 11 11/ I HALL Cg? EXIST. COLUMN L2 I55 IDEG. CORNER 1� STOREFRONT i@ EXIST. BRICK 14 STOREFRONT JAMB- g': C3) STAINLESS STEEL HINGES HEAD FLASHING W/ TENANT uuu---��--- 1 1/2' - 1'-0" 0 3, DOOR No. I PROVIDE SIGNAGE: LOGKSET THRESHOLD 'DOOR TO REMAIN UNLOCKED WHEN. _ ON HEAD WEATHERSTRIPPING DOOR BOTTOM EX15TG- CK INTERIOR] ROWLO B SILL BELOW GYPSUM I I II I I ON MTL, I MTL. PANEL, INTERIOR EXTERIOR INSULATION w/ ATT I CLOSURE, a SEALANT- 9 i I EX15TG, SEE 3/A2_I I I OPEN AREA Ix WD. TRIM TO 1 Ix WD. TR M TO TO REMAIN I �" 4 II 1ji14'� MATCH SIDING MATCH SIDING _ o O� _of�LO IM 1 — DIM i RAMP 3 L NE BLDG_ PAPER ON 12 SHEATHING, WRAPSIDING1 PROJECT NO. ONTO ICE a WATER 8' 8' SEDE A2. 1 �� O I 13 HORIZ, WD_ SIDING- 4 HORIZ_ WD_ SIDING- -1 _� �� - = 4 � i 10 SHIELD I SEE "I/A2,1 )I SEE l/A2,1 =___ _ RAP'IP T I f o - TF- 24 GA_ x 12'w_ SMOOTH 'J' CLOSURE TO 4 FACED PAINTED MTL. w MATCH PANEL, BY O I I 3 DATE PANEL - MBGI Z PANEL MANUF_ EXISTG. BRICK EXISTG_ BRICK O 11 I 08-14-2014 orWI20-0, OR VENEERa MTL_ VENEER a MTL_ PANEL ��3� - - APPROVED EQUAL EXTERIOR I PANEL INTERIOR EXTERIOR DRAWN BY I _ �� _ JY `- 4 2 I 12-1 O 6M5 FOR ADDITIONAL r�T INFORMATION, SEE -I I -� � 1 CHECKED BY 1 I8/A2.1 O O I I PLT MTL. PANEL TO ^OOH WOOD TO BRICK MTL. PANEL TO V40'O� II�, �______'LREVISIONS 15 1 1/2' = 1'-0' (ABOVE CANOPY) 1�- 11/2' = 1'-0' (BELOW ROWLOCK SILL) I m7 1 1/2' 1'-0' (ABOVE ROWLOCK SILL) 8�(Ty OF 3) rTl III IZ PLYWD NAILER ON T5 GYPSUM BD, ON COL_ - SEE STRUCT, MTL_ STUDS w/BATT ICE d WATER . INSULATION III i i SHIELD, EXTEND EXISTG. MTL. PANEL INTERIOR INTERIOR Illi EXISTG_ MTL_ II I i ONTO SHEATHING INTERIOR TO REMAIN PANEL TO REMAIN L 4 10 10 10 P_T, WD, BLOGKG, AS \ REQ, AL IGN >c VENEER TO 6 8 AO R r y I I ALUM. STOREFRONT (TYP-) �(�L REMAIN P- 4;I DEMOL I TION PLAN 2 \/ �1 1/8 I -0 NOTE- STRUCT_ DWG5 TAKE n PRECEDENCE DEMOLITION PLAN KEY NOTES 1/2' BACKER ROD a - — _= I EX15TG- EXTERIOR MTL, WALL PANEL TO REMAIN - TYP, UN-0- 8 EXISTING COLUMN TO REMAIN SEALANT JOINT - O O 13191-A�J.dwg EXISTG, CONCRETE FLOOR SLAB TO REMAIN - TYPICAL. EXISTING WINDOW TO BE REMOVED_ REMOVE METAL PANEL Ix WD. TRIM TO O O w MATCH SIDING w/I/4' FOR ADDITIONAL � MITER SIDING a REMOVE RAMPS FULL HEIGHT THIS AREA - SEE ELEVATIONS Z PT 2x FURR'G. a I(o'o�. SEALANT JT. INFORMATION, SEE (TYP,OUSTIDE CORNER EXISTG_ INTERIOR WALL TO BE REMOVED - SEE �J (TYP. UN,O.) O STRUCT_ ITYP_) 10 EXISTING OVERHEAD DOOR a HDWR. TO BE REMOVED. IS/A2_I HORIZ_ WD_ 51DING ON ALSO REMOVE TRANSOM WINDOWS ABOVE O.N. DOOR. PT 2x FURR'G. 9 16"oz, 8' BLDG, PAPER ON 8' O EXISTING DOOR a FRAME TO BE REMOVED WD_ SIDING, SEE I/A2,1 PLYWD SHEATHING, 11 REMOVE EXISTG. BRICK VENEER THIS WALL LAP BLDG PAPER EXTERIOR LAP BLDG PAPER EXTERIOR O EXISTING PLUMBING FIXTURES AND ASSOCIATED IMP'S TO B- PATCH IZ WINDOW TO WINDOW REM BE REMOVED. WALL ABOVE a BELOW ONTO ICE a WATER EXTERIOR ONTO ICE a WATER BE REMOVED. CAP WASTE LINES BELOW SLACONC, AS REa'D. p SHIELD �z SHIELD J EXISTING EXTERIOR COLUMN TO BE REMOVED_ SEE ROOF 13 REMOVE PORTION OF EXISTING WALL BELOW WINDOW FOR OPLAN FOR ROOF DEMOLITION NEW DOOR AND FRAME - SEE ELEVATIONS 18 STOREFRONT JAMB- Iq STOREFRONT (P EXIST. JAMB- 20 CORNER EXIST. BRICK O EXISTING STOREFRONT/WINDOW TO BE REMOVED 2 , 1 1 1/2' 1'-0' (BELOW CANOPY) 1 1/2' = 1'-0' 11/2° I'-0' 24 GA, PAINTED MTL. WALL CAP w/DONT. CLIP SLOPE ' /2F2— SLOPED PT ' BLOCKG. AS PAY ' - SEE ROOF z r G PLAN REQ. ROOF MEMBRANE WRAP ROOF / ON TOPPING BD. _— f , MEMBRANE ONTO 6• PO i 6 .AI'M4v OR `-, WRAP ROOFING I ON RIGID INSUL. 2• � MEMBRANE SLOPE ON ROOF DECK - WALL OVER ICE d NEW ROOF OVER TOP OF I — I Z /4 : 12 SEE STRUCT_ 8• WATER SHIELD MEMBRANE a � a; t WALL I I PT WD_ BLOCKG_ ELOPE SEALANT ICE d WATER I ROOF MEMBRANE SLOPE k ST 1 I AS REQ. G) ICE d WATER SHIELD - WRAP , ON TOPPING BD. /4 2 OVER BLDG_ ON RIGID INSUL. -______ SEE ROOF SHIELD - WRAP PAPER ON ROOF DECK - �� PLAN ONTO TOPPING T I L AND i T SEE STRUCTI Z �\ BOARD . P I D WOOD SIDING ON i I BLDG. PAPER I E .T. WD. BLOCKG. M ON SHEATHINGI C., AS REQ. ARCHITECTS. Pr_ 24 GA. PAINTED I v I MTL. RAKE MTL. RAKE 24 GA. PAINTED � 1 ROOF MEMBRANE � ALIGN WITH 3ioll S.W. HOOD AVE, FLASHG_ ON ICE d I OV�R TOPPING BD. SUITE 200 WATER SHIELD I FLA5HG, ON ICE d - EXISTG_ AT TOP e I a RIGID INSUL_ ON PORTLAND, OR 9123 WATER SHIELD �t BOTTOM - EXI5TG. ROOF DECK �,, (503) 220-851 FASCIA Q SIM- FAX (503) 220-8518 i i 8° C/ EXISTG. ROOF g' PANEL d FRAMING WALL WALL FRAMING �/ � 4 A FAINTED w/BATTRINSUIL.- w TO REMAIN_/BATT INSUL.- MTL. EAVE SEE STRUCT. SEE STRUCT. v/ FLA5HG. w/CONT. EX15TG. ROOF MTL. CLIP ON ICE STRUCTURE TO a WATER SHIELD REMAIN. I WALL GAP CP YIP. SIDING NEVI TO EXIST. ROOF EAVE CD EXIST. ROOF I I/2' - 1' 0' I'-0' I I/2' I'-0' LINE OF EXISTG_ MTL- WALL PANEL - REMOVE PORTION FROM ABOVE ROOF AS REQ. 8• PAINTED MTL. BASE FLA5HG_ d TERMINATION FIELD 1 BAR VERIFY PAINTED MTL. WALL �— CAP w/CONT. MTL. cn LINE OF EXISTG. END CLIP a HEMMED (� EDGES WALL BEYOND / C`+ SLOPED CEDAR O OVR TOPPING SIDING G BOARD d RIGID INSULATION ON f� WRAP ROOF EXISTG. ROOF DECK i WRAP ROOF MEMBRANE AND ICE a 8 `� MEMBRAN AND ICE a Q A WATER SHIELD ONTO P.T. WD. BLOCKG. AS WATER SHIELD OVER LLJII EXISTG. WALL REQ TOP OF WALL ROOF MEMBRANE ICE d WATER SHIELD - OVER TOPPING BOARD WRAP INTO EXISTG. d RIGID INSULATION ON GUTTER — EXISTG. ROOF DECK LINE OF EXISTG. WALL \ PANEL d ROOF DECK PAINTED MTL. EDGE TRIM w/CONT. MTL_ CLIP - EXTEND 2• INTO EX15TG. EXISTG. ROOF DECK GUTTER AND MTL. WALL PANEL LINE OF EXISTG- WALL PANEL a GUTTER LU ROOF TO EXISTG. HALL ROOF EXISTG. GUTTER ROOF C9) EXISTG. PARAPET 5 11/2' : I'-0• 1 1/2• = 11-m• 1 1/2• = V-0• 4 A22 SIM_ � A22 EXISTG, MTL_ GUTTER TO REMAIN EXISTG, PARAPET TO --------------------- -- REMAIN ow SLOPE _ w�7 LINE OF EXISTING X� (EX15TG)� Qcn ROOF TO REMAIN - w -j X A22 VERIFY INSULATION (Dw (TYPJ PROJECT NO, I I yy ■ --------- ------- ---------------------ll------------ ' 1319 I LINE OF BLDG_ PERIMETER 4 5 REMOVE EXISTG. ROOF DATE BELOW (TYP.) MEMBRANE - PROVIDE 4 08-14-2014 A22 A22 NEW 45 MIL. SINGLE PLY S M. BELOW ROOF MEMBRANE OVER A22 DRAWN BY RIGID INSULATION 4 OPPING BOARD (TYP.) SMS T 4 SIM. CHECKED Bl' A22 'j w FLT i 5M. ; Xk REv1510N5 5L PE w SLOPE (EX TG) (EXE PORTION OFi 2 3 EXISTG_ ROOF TO i A2-2. A22 BE REMOVED P- ± 1/ MAI50NRY 14 T/DECK CLAD SIGN PYLON REMAIN TO �� I''ti ,` --- -- ----- ---- — -- ------ n -tr--- tf — m----------n n yi a yi n n � L------- —C��-- - ' - EAkOPY CANOPY CANOPY pA 6 S 13191-A22�Iwc� 45 MIL. SINGLE PLY A3.1 A3.1 t14'-Q- MEMBRANE ROOFING 4 T/DECK T/WALL ON RIGID INSUL_ A22 A3.1 A3.1 (TYP.) 5 M' a CANOPY �O R T y ROOF PLAN X2 ,2, y DEFLECTION TRACK - � A3_I FILL VOID w/ INSUL. ' 1, EXISTG- BRICKxFsrrt l LINE OF 2' 2" SIGN PYLON, CONT_ SEALANT UNDERSIDE OF EXISTG. MTL_ ROOF WOOD SIDING I/2" BACKER ROD I I ` ��\ THRU-WALL FLASHG. EXISTG_ FASCIA, PORT IM AND SEALANT w/HEMMED EDGE, METAL WALL (P_4) el r' PAINT TO MATCH FE CAP, (P-4) i� _0•� 6 15 METAL PANEL, (P-2) SEE 15/A2.1 'J' CLOSURE TO LEDGER L, KNIFE FE, MATCH PANEL - BY 2 ': I A3.1 A3.1 A2.1 FOR NEW MTL_ PANELS ABOVE DECK a CANOPY PANEL MANUF. 1 ``' A2 2 5 SOUTHERN STOREFRONT T I L A N D CHANNEL - SEE I . STEEL ROD 15'-0'*- METAL CANOPY, STRUCT_ BRACE a BASE fe i SEE STRUCT_ lP-4) 5 C N M T .... ARCNTECTS. PZ_ 12'-0 ;-4 Q I 3ro l l S.W. AVE, cv ALUM. STOREFRONT GYPSUM BD. ON MTL, 11 I I - E SUITE 200 v BEYOND FRAMING w/BATT 6 8 A3.1 ❑ ❑ �._ 1 -: I❑ ❑_....... ❑ ❑ PORTLAND, OR 9123 NOTE= PAINT ALL INSULATION I - I _ — k... 1 _. CANOPY COMPONENTS A3,1 A3,1 = I: I .. WALL SCONCE (L-1) - C 503) 220-851 l - BLACK (TYP. OF 3) FAX (503) 220 8518 TO MATCH CHANNELS - ^� 1 .. SEE ELEVATIONS PAINTED MTL. PANEL, I �J . = �3 I - I A3I I I ROUGH SAWN SEE 155/A2.1 FOR I ': I ' __ r r r r r _ CEDAR SIDING, CANOPY DETAI L MORE INFO_ I �.: WD_ SIDING ON _[� r ❑r r_ r r�] : r r r nr lP-U BLDG, PAPER ON - 5 1 1/2' = 1'-0" SHEATHING ON LINE OF WD. TRIM WALL FRAMING BEYOND I ROUGH SAWN SELF-ILLUMINATED WALL 14 FULL LIGHT 14 DARK BRONZE ALUM. 2" 2" I CEDAR SIDING, SIGN BY TENANT UNDER A3,1 WD_ DOOR, A31 STOREFRONT w/GLEAR STEEL ROD BRACES BASE FLASHG. I BASE FLASHG. (P-U SEPARATE PERMIT - NOT S M (P-5) GLAZING (NO BRACE a SIM.) w/HEMMED EDGE TO ro" I w/HEMMED EDGE, TO EXCEED 15�o OF WALL MATCH MTL. PANEL PAINT TO MATCH SIDING EXIST, HDR, I I 5OUTH ELEVATION cv O PAINTED FLASHG_ I I PAINTED FLASHG, TO I 1/8' = I'-0' MATCH CANOPY STEEL CANOPY 4 SLOPELu DECK AND ANGLE /� 14 12 SUPPORT - SEE STRUCT. DECK FLUTE FILLER (TYP_) 5 s. EXISTG. SIDING, EXISTG. FASCIA, 1. 12" PAINTED 22 GA GI A3_I SIM. CLOSURE W/ GONT_ (P-2) (P-4) SEE ELEV. CLIPS (P-4) SINGLE �� _ SEE ELEV_ I -- PIECE OL 12'-0'± STEEL CANOPY CHANNEL - SEE NOTE; GRIND SMOOTH STOREFRONT FOR CANOPY — 10' STRUCT. ALL JTS FOR SMOOTH w/DEFLECTION INFORMATION, ARCHITECTURAL BACKER ROD a HEAD SEE 1/A3.1 APPEARANCE SEALANT ._ pp —Y CANOPY D,ETAI L .� CANOPY C� S. ELEVATION CANOPY 9 DRIVE-THRU .. .... Jr/ 1 1/2' I'-0' I I/2' = 1'-0" I I/2' i'-0' __._ __ ...... .._ _ . ._ iue WOOD SIDING ON _ _._._ --- _. BLDG- PAPER a 1 SHEATHING- SEE 1/A2,1 {� GYP BD. ON ICE a WATER SHIELD EXISTG. CMU, EXISTG, SIDING, EXISTG. SIDING, EXISTG. BRICK, `+l FURRING w/BATT I (P-3) (P-3) (P-2) (P-2) \ INSULATION ON PANEL= MTL. SEE ELEV. r� NORTH ELEVATION Ilk --�G 1/8' 1'-0' IV BACKER ROD a HEAD FLASHG. r — SEALANT w/HEMMED EDGE, CAULK SIGN BY TENANT PAINT TO MATCH UNDER SEPARATE « I► 1 SIDING 4 22 -0"*- PERMIT �J PAINTED MTL. BACKER ROD a - EXISTG. BRICK MTL. EDGE FLASHG. w/HEMMED SEALANT 4 SIGN PYLON, BEAD a 1/8' EDGE TO MATCH CAULK JT.- TYP, EXIST_ MTL_ PANEL DRIV -TH U WINDOW - 2 CONFIRM SIZE a TYPE A22 A22 (P_3) w/TENANT . - v ALUM. STOREFRONT METAL CANOPY w/CLEAR GLASS EXISTG. FASCIA, _ a BRACES, (P-4) ... (P-4) EXISTG. BRICK, Ld (P-2) IO STOREFRONT EXIST. HEAD I i DRIVE-THRU Y�IINDOW HEAD 1 1/2' 1'-0" 1 1/2' = P-0' MTL, SIDING TO ! !; i! 1 i� J! 1 2 ___—1 MATCH EXISTG. 1 I I DRIVE-UP WINDOW, lP-4J CTYP.) ALUM. STOREFRONT EXISTG. SIDING, w/GLEAR GLASS DARK BRONZE ALUM------/ LUM_ (P-2) ROUGH SAWN DRIVE-THRU WINDOW a STOREFRONT WINDOW CEDAR SIDING, COUNTER - CONFIRM w/CLEAR GLAZING (P-I) SIZE a TYPE w/TENANT FEST ELEVATION MTL. EDGE PAINTED MTL. REFER TO TENANT BEAD a 1/8' FLASHG. w/HEMMED REOUIREMENT5 I/8' = I'-0' CAULK JT.- TYP, EDGE TO MATCH STOREFRONT 1/2' BACKER ROD a I! DARK BRONZE BACKER ROD a SEALANT- TYP. m 10 ALUM. STOREFRONT SEALANT FENESTRATIONS A3.1 WINDOW w/GLEAR PROJECT NO_ GYP BD_ ON ICE a WATER SHIELD 15,-0, GLAZING FURRING w/BATT EXISTG. MTL_ WALL TYP, lo ALL OPNGS, ; 1319 INSULATION ON EXISTG. MTL, PANEL PANEL I _ EXISTG_ SIDING, DATE 08-14-2014 EXISTG, BRICK 7. lP-2) DRAWN BY w/ROWLOCK SILL- WOOD SIDING ON PAINTED BLDG, PAPER a I MTL, SIDING TO I SMS SHEATHING- SEE 1/A2,1 MATCH EXISTG. = EXISTG. SIDING, CHECKED BY THIS AREA - TYP, - (P-3) PLT 2 PLACES (P-2) STOREFRONT @ EXIST. BILL DRIVE-THRU WINDOW SILL r EXISTG_ GMU, R E v I S I O N S I I/2' I'-0' I I I/2' I'-0' ROUGH SAWN - (P-3) - CEDAR SIDING, -- .... ... ... lP-IJ 12 9 H.M_ DOOR a FRAME EXISTG. BRICK, A3.1 A2.1 SIM. EXTERIOR INTERIOR EXTER OR INTER OR EXTERIOR INTERIOR (P-3) WALL WALL EAST ELEVATION WOOD SIDING- GYP BD, ON W/ GLIEAR GLASS NUM STOREFRONT BEYOND DOOR BEYOND I/8' = 1'-0' SEE 1/A2.1 FURRING w/BATT INS�ILATION ON 11/2" SEALANT JT-TYP PRE-FINISHED / THRESHOLD EXPANSION EXISTG. MTL, a STOREFRONT METAL SILL WEATHER MATERIAL C PANEL PERIMETER FLASHG, STRIPPING a FINISH SCHEDULE �� SWEEP CONC FLOOR NEW SLAB - CONC WALK SLOPE SLAB- SEE GONG WALK SLOPE GONG FLOOR P-I STAIN CABOT STAINS- "0135, 'OAK BROWN', "0138, 'BARK SEE STRUCT. AWAY FROM BLDG STRUCT. AWAY FROM BLDG ( SLAB- SEE (MIX OF 4' a (o' BOARDS, 60. 'OAK BROWN'/ STRUCT. cv �' 40io 'BARK' - RANDOM PATTERN I319�-A3.Idwg P-2 PAINT B, MOORE "HC-85 'FAIRVIEW TAUPE' a 4 ° P-3 PAINT B. MOORE "HC-11 'ALEXANDRIA BEIGE' a Q _ �( ° 4 P 4 PAINT MATCH DARK BRONZE ALUM. STOREFRONT 1/2' EXPANSION I/ " EXPANSION SS FLASHG. ON ICE I �_ MATERIAL a WATER SHIELD - EXIST, SLAB MATERIAL P-5 STAIN CABOT STAINS, 00135 'OAK BROWN' EXTEND BELOW I L-I MANUF_ WALL SCONCE LIGHT FIXTURE- EXIST- SLAB 'UNIVERSE SMALL' BY ARCHITECTURAL AREA LIGHTING, WOOD 51 D�I NG 5-A5E STOREFRONT SILL THRESHOLD? DETAIL ANGLED HOOD FLUORESCENT LAAMP,,MPCUT-OFF,COLOR: BLAACC COMPACT I� 1 I/2' I'-0' I � I I/2' = I'-0' I� ! I/2' = I'-0' K CTU PROINF DESIGN STANDARD ��~S ,9,209 sf SPEC A L N S P E C T N P R R A N2013 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 4. ADHESIVE ANCHORS (CONCRETE OR GROUTED MASONRY): A. ICBO-APPROVED DESIGN CRITERIA B. ANCHOR COMPONENTS: ALL-THREAD ROD, NUT, WASHER AND ADHESIVE TYPES OF "WORK INSPECTION COMMENTS REFERENCE STANDARDS 18C REFERENCE I. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, U.N.O.: INJECTION GEL SYSTEM. p A. SNOW LOADS: C. ANCHOR RODS: UC A� ANCHORS INSTALLED INTO HARDENED 1. RODS WITH ROLLED THREADS. GROUND SNOW LOAD Pg 25 PSF EXPIRES: a-so-ia CONCRETE / MASONRY - 2. ANCHOR ROD NUTS: CONFORM WITH ASTM A 194. FLAT ROOF SNOW LOAD Pf 25 PSF 3. ROD MATERIAL: ADHESIVE ANCHORS C REQUIREMENTS PER ICC REPORT IMPORTANCE FACTOR Is = 1.0 A) A-36 ORA 307 MATERIAL, ZINC PLATED ACCORDING TO ASTM EXPANSION ANCHORS P REQUIREMENTS PER ICG REPORT THERMAL FACTOR Ct = 1.0 B-633, HOT-DIPPED GALVANIZED ACCORDING TO ASTM A 153. o SNOW BUILD-UP: IBC SNOW LOAD ANALYSIS D. ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS FOR CONCRETE: 2. DESIGN LATERAL LOADS FOR NEW CONSTRUCTION, U.N.O.: a, o STRUCTURAL WELDING A. WIND: 1. HIT RE 500 SD", BY HILTI FASTENING SYSTEMS, INC. q WELD MATERIAL VERIFICATION P AISC LRFD: SECTION A3.5SPEED 120 MPH, (IN STRENGTH LEVEL) 2. "SET XP", BY SIMPSON STRONG-TIE COMPANY, INC. c �' SPEED q5 MPH (3-SECOND GUST IN 5. SCREW ANCHORS (CONCRETE OR GROUTED MASONRY) SINGLE PASS FILLET WELDS 5/16" P AWS 01.1 1704.3.1 WORKING STRESS LEVEL) -� 3 A. ICBO-APPROVED SINGLE PASS FILLET WELDS > 5/16 G AW5 DLI 1704.3.1 B. ACCEPTABLE SCREW ANCHOR; W MULTIPLE` PASS FILLET WELDS C AWS DLI 1704.3.1 EXPOSURE B o IMPORTANCE FACTOR Iw = 1.0 1. POWER TAPPER & SCREW ANCHOR BY POWERS FASTENERS, INC. FULL PEN GROOVE WELDS G AWS DLI 1704.3.1 B: SEISMIC: NON-SHRINK GROUT .v > > PARTIAL PEN GROOVE WELDS C AW5 Dl.l 1704.3.1 SDS 0.604 1. CONFORM WITH ASTM C 1107 AND C.R.D.-621 CORPS OF ENGINEERS o WELDED STUDS P IE = 1.0 "SPECIFICATIONS FOR NON-SHRINK GROUT".� ccf) O U WELDED STAIR AND RAILING SYSTEMS P STRUCTURAL FILL OR BACK-FILL 2. SPECIFIED 28 DAY COMPRESSIVE STRENGTH: 5000 PSI. Q U 00 3. DO NOT PRE-GROUT BASE PLATES. I. STRUCTURAL FILL MATERIAL: o STRUCTURAL STEEL MEMBERS A. SAND AND GRAVEL MIXTURE OR CRUSHED ROCK. FRAMING LUMBER B.. WELL GRADED FROM COARSE-TO-FINE WITH LESS THAN 10% BY 1. LUMBER SPECIES: DOUGLAS FIR-LARCH GRADE LUMBER ACCORDING .. STRUCTURAL MATERIAL VERIFICATION P ASTM A 6 OR ASTM 1 A 568 1708.4 WEIGHT OF THE MINUS 3/4" FRACTION PASSING THE NO. 200 ' a INSPECTION OF A5-BUILT FRAME JOINTS FOR P 1704.3.2 SIEVE. TO RULES OF WEST COAST LUMBER INSPECTION BUREAU (WCLIB). , COMPLIANCE W/ CONST. DOCS. C. FREE OF ORGANICS RUBBISH CLAY BALLS AND ROCKS LARGER 2. LUMBER GRADES: o � � SIZE CLASSIFICATION GRADE FIELD ERECTION THAN 411. A. EXTERIOR * INTERIOR WALL STUDS: NO. I/NO. 2 FABRICATION 2. PLACE STRUCTURAL FILL IN LOOSE LIFTS, MAXIMUM OF 8" IN B. BLOCKING, PLATES, BRIDGING: NO. 1/NO. 2 THICKNESS. C. JOISTS: NO. I/NO. 2 3. VERIFY ADEQUACY OF STRUCTURAL FILL COMPACTION. WITH RANDOM D. BEAMS * POSTS: NO. 1 FIELD DENSITY TESTS. 3. MAXIMUM MOISTURE CONTENT: 19% AT 3X OR LESS (LEAST DIMENSIONS 4. COMPACT STRUCTURAL FILL WITHIN 5'-0" OF RETAINING OR MEMBERS. BASEMENT WALLS WITH LIGHT-WEIGHT HAND-HELD EQUIPMENT. 4. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS 1, C = CONTINUOUS EXERCISE CARE TO AVOID DAMAGE TO WALLS. OF BEARING MAXIMUM SPACING OF 8'-0"oc AT JOISTS WITH A 5:1 OR W P =. PERIODIC 6. VERIFY DEVIATION FROM MIX DESIGN BY SITE ADDITIONS OF WATER OR ( ) OTHER ADDITIVES. 5. CONSULT THE FOUNDATION INVESTIGATION REPORT, AVAILABLE AT GREATER DEPTH-TO-THICKNESS RATIO OR WHERE I EDGE OF JOIST IS NOT 2. INSPECTIONS SHOWN TO BE REQUIRED SHALL BE ACCOMPLISHED IN ACCORDANCE THE ARCHITECT'S OFFICE, FOR ADDITIONAL INFORMATION. ATTACHED TO SHEATHING, WALLBOARD, BRACING, ETC. WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN 7. CONTINUOUS INSPECTION IS REQUIRED AS FOLLOWS: 5. PRESSURE TREAT PLATES AND LEDGERS IN CONTACT WITH CONCRETE ESTABLISHED TESTING AGENCY. SPECIAL INSPECTION TESTING REQUIREMENTS FOUNDATIONS OR MASONRY ACCORDING TO AWPA STANDARD C-2. LABEL PRESSURE- A. WHEN WELDING 15 NO DONE IN AN APPROVED FABRICATION SHOP PER IBC 1704.2. APPLY EQUALLY TO ALL BIDDER DESIGN COMPONENTS. I. FOUNDATION SIZES ARE BASED ON AN ALLOWABLE SOIL BEARING PRESSURE TREATED LUMBER WITH THE AWPB (AMERICAN WOOD PRESERVERS Q B. WHERE SINGLE PASS FILLET WELDS EXCEED 5�6" IN SIZE. OF 1500 PSF PER SOIL REPORT BY HARTCROWSER (4-25-14). BUREAU) QUALITY MARK. W C. AT ALL PARTIAL OR COMPLETE JOINT PENETRATION WELDS. 2. PLACE FOOTINGS ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON 6. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON STRUCTURAL FILL. CORROSION RESISTANT IN ACCORDANCE WITH IBC. THE SITE AT ALL TIMES OBSERVING THW E ORK REQUIRING SPECIAL MAXIMUM DRY DENSITY, A5 DETERMINED BY ASTM D 1557. 7. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. Q INSPECTION (IBC 1702.1). PERIODIC SPECIAL INSPECTION MEANS THAT THE 3. PRIOR TO PLACEMENT OF CONCRETE. REMOVE ALL DISTURBED SOIL B. SEE SCHEDULE AND DRAWINGS FOR NAILING. SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM 4. COMPACT STRUCTURAL FILL TO A MINIMUM DENSITY OF 95% OF PLYWOOD SHEATHING O THAT ALL WORK REQUIRING SPECIAL INSPECTION 15 IN COMPLIANCE. MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D 1557. 1. PLYWOOD MATERIAL: 0 CONCRETE REINFORCING STEEL A. GRADE: STRUCTURAL-I, U.N.O. 4, SPECIAL INSPECTION NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED B. MANUFACTURE WITH EXTERIOR GLUE ACCORDING TO UNITED W i. REINFORCING STEEL (TYPICAL U.N.O.): ASTM A 615 GRADE 60 FABRICATOR PER IBC SECTION 1704.2. STATES PRODUCT STANDARD PS 1-83/ANSI A199.l. Q 2. WELDED REINFORCEMENT: ASTI"I A 706, GRADE 60 G. CONFORM WITH IBC STANDARD 23-2. S. ALL WELDS SHALL BE VISUALLY INSPECTED. 3. WELDED WIRE FABRIC: ASTM A 185, FLAT SHEETS WELDED METAL INSERTS, 4. WELDED CONNECTIONS: AWS DI.4. D. BEAR THE AMERICAN PLYWOOD ASSOCIATION (APA) TRADEMARK. = O 5. REINFORCEMENT MECHANICAL COUPLERS: DEVELOP 125% OF 2. SUBSTITUTION OF ORIENTED STRAND BOARD (OSB) FOR PLYWOOD IS REINFORCEMENT SPECIFIED YIELD STRENGTH. ACCEPTABLE IF THE OSB: U - ECIAL INSPECTIONS �� 6, DETAIL,. FABRICATE ANDPLACEREINFORCING ACCORDING, TO ACI A. CONFORMS WITH STANDARD 23-34, GRADE 2-M-W. (D 318, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". B. IS MANUFACTURED WITH EXTERIOR GLUE. 7. TYPICAL REINFORCING (MINIMUM, U.N.O. ON DRAWINGS): C. HAS A LOAD/SPAN RATING INDEX EQUAL TO PLYWOOD. U� N.T.S A. CORNERS AND INTERSECTIONS OF WALLS, FOUNDATIONS, AND D. BEARS THE APA TRADEMARK. (�J Q PRE-CAST PANEL CORNERS: CORNER BARS EQUAL IN 51ZE AND 3. PROVIDE PRESSURE-TREATED PLYWOOD WHERE INDICATED ON NUMBER TO HORIZONTAL REINFORCING. LEG LENGTH: 48 BAR DRAWINGS. CONFORM WITH AWPA STANDARD C-q. MARK SHEETS WITH AWPB. LCA 0 DIAMETER (21-0" MINIMUM). 4. SHEATHING TYPES: 00 B. WALL AND PRE-CAST PANEL OPENINGS: A. ROOF SHEATHING 5/8" INDEX 40/20 SPECIAL INSPECTION PROGRAMS: QUALITY ASSURANCE PROGRAM FOR LATERAL FORCE RESISTING SYSTEMS: B. WALLS 1/2" INDEX 24/0 1. THE LATERAL FORCE RESISTING SYSTEM (CRFs) RESISTING SEISMIC AND (2) N0. 5 X OPENING WIDTH P 1. PROVIDE SPECIAL INSPECTION REPORTING AND , PLUS 41-01' TDP AND BOTTOM COMPLIANCE PROCEDURES ACCORDING TO IBC CHAPTER 17. (2) NO. 5 X FULL HEIGHT EACH SIDE 5. PLYWOOD LAYOUT AND INSTALLATION: Q7 2, SEE "SPECIAL INSPECTION SCHEDULE" FOR WORK REQUIRING SPECIAL WIND FORCES CONSISTS OF METAL PANEL. AND PLYWOOD WOOD STUD SHEAR (2) NO. 5 X 4'-0" DIAGONAL BARS AT CORNERS A. LAY OUT PLYWOOD SHEATHING WITH END JOINTS STAGGERED, U.N.O WALL , METAL PANEL DIAPHRAGM AT ROOF. � �� INSPECTION. 8. DO NOT FIELD BEND DISPLACE WELD HEAT OR CUT REINFORCING B. LAY OUT PLYWOOD TO ELIMINATE WIDTHS LESS THAN 1'-0" AT 2. PROVIDE SPECIAL INSPECTION, FOR THE TYPES OF WORK SHOWN IN THE ' ' ROOFS OR LESS THAN 2'-0" AT FLOORS UNLESS ALL EDGES I-- 3. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, "SPECIAL INSPECTION SCHEDULE" ACCORDING TO REPORTING AND UNLESS INDICATED ON THE DRAWINGS, OR APPROVED BY STRUCTURAL TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION ' ENGINEER OF RECORD.- OF UNDERSIZED PIECES ARE SUPPORTED BY BLOCKING: COMPLIANCE PROCEDURES INCLUDED IN SECTION 1704 OF THE IBC AND A5 q. CHAIR WELDED WIRE FABRIC TO PROPER POSITION. LAP ONE I C. PROVIDE PANEL SPACINGS ACCORDING To APA RECOMMENDATIONS: W OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN ' ( ) QUESTION. DETAILED IN THESE NOTES. FULL MESH PLUS 2" ON SIDES AND ENDS. D. BLOCK SHEAR WALL SHEATHING WITH 2 X 4 FLAT BLOCKING AT ALL EDGES. 4. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL 3. PROVIDE SPECIAL TESTING, FOR THE TYPES OF WORK SHOWN IN THE 10. PLACE ELECTRICAL CONDUIT NEAR CENTER OF SLAB. E. NAIL ACCORDING TO SCHEDULE AND DRAWINGS. INSPECTION REQUIREMENTS WITH THE ARCHITECT, ENGINEER, SPECIAL TESTING SCHEDULE", ACCORDING TO REPORTING AND COMPLIANCE 11. SPLAY REINFORCING AROUND SLAB OPENINGS WITH 1i IN 10" SPLAY, UNO 6. PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME NET CONDITIONS. BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS. PROCEDURES INCLUDED IN SECTION 1704 OF THE IBC, AND AS DETAILED IN 12. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING: 6. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED THESE NOTES. 3" + 1/2" TO BOTTOM OF FOOTING TO: 4. THE STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE STRUCTURAL 2" + 1/4" TO EARTH FACE OF WALL STRUCTURAL STEEL A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED OBSERVATION AT DESIGNATED STAGES OF CONSTRUCTION. 1" + 1/4" TO INSIDE FACE OF WALL 1. FABRICATE, ERECT, IDENTIFY AND PAINT STRUCTURAL STEEL ACCORDING TO PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS AISC SPECIFICATIONS. TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR 3/4" + SLAB TO TOP AND BOTTOM SURFACES 2. MATERIAL: CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO 13. REINFORCING LAP SPLICES: CONFORM WITH AGI 318 "BUILDING CODE A. ANGLES, TEES, CHANNELS AND PLATE: ASTM A 36. THE BUILDING OFFICIAL. REQUIREMENTS FOR REINFORCED CONCRETE. B. STRUCTURAL TUBES: ASTM A 500, GRADE B, FY = 46 KSI. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE 3. CONNECT ALL MEMBERS WITH SEMI-FINISHED MACHINE BOLTS, ASTMA 307. BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND CAST-IN-PLACE CONCRETE GRADE, U.N.O ON DRAWING. OWNER IN A TIMELY MANNER. 1. PROVIDE CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING CURING ACCORDING TO ACI 301, "STANDARD SPECIFICATION FOR 4. ANCHOR BOLTS: SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS STRUCTURAL CONCRETE". A. ASTM A 307, GRADE A. IN CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND 2. MIX DESIGN REQUIREMENTS: B. PROVIDE WITH STANDARD WASHERS AND NUTS. SPECIFICATIONS. CONCRETE CLASS CONCRETE TYPE C. GALVANIZE BOLTS (WHERE NOTED ON DRAWINGS) ACCORDING TO ASTM A PROJECT NO. 7. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A FOOTINGS 1531 CLASS C. OVER-TAP NUTS TO CLASS 2A FIT BEFORE A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR B INTERIOR SLAB ON GRADE (MOISTURE SENSITIVE) GALVANIZING, ACCORDING TO ASTM A 563. .13197 / 14- 31 INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS G EXTERIOR SLAB ON GRADE 5. PROVIDE BEVELED WASHERS AT BOLT HEADS. OR NUTS BEARING ON SLOPING REQUIRED. DATE B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION ' 6. WELDING: MIX f c MAX AIR FLY TARGET COARSE NOTES 08-05-2014 UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN DESIGN (PSI) W/C (%) ASH SLUMP AGG. A. CONFORM WITH AW5 SPECIFICATIONS. CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE RATIO (LB/YD) (IN) SIZE B, WELDERS TO BE QUALIFIED UNDER AW5 SPECIFICATIONS. DRAWN BY : BUILDING OFFICIAL. C. WELDS MATERIAL: 70 KSI FILLER METAL U.N.O. PROVIDE LOW- CEJ C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED A 3000 0.58 -- 80 4 1" CHECKED BY HYDROGEN FILLER METALS AT MOMENT FRAME WELDS: :- PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. B 4000 0.40 -- 80 4 I" D. WELDS TO METAL DECK, METAL STUDS OR OTHER LIGHT GAUGE METALS: MY/CMP D. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE C 4000 0.54 5 60 4 1" CONFORM TO AWS D1.3. - SPECIAL INSPECTOR. MIX DESIGN NOTES: E. WELDING OF REINFORCING STEEL: AS NOTED IN "CONCRETE R E V I S 1 0 N S A. PROVIDE HR WATER REDUCER AT 12 OZ / HUNDRED WEIGHT CEMENT REINFORCING STEEL" PORTION OF STRUCTURAL NOTES. (MINIMUM). F. WELDS TO GALVANIZED STEEL AND AREAS DAMAGED BY WELDING, FLAME 3. CONCRETE MIX PROPORTIONS: CUTTING OR HANDLING. CLEAN, DRY AND REMOVE OIL, GREASE, SALT A. PROPORTION ACCORDING TO ACI 318, "BUILDING CODE REQUIREMENTS AND CORROSIVE PRODUCTS. APPLY ORGANIC COLD GALVANIZING FOR STRUCTURAL CONCRETE". ' COMPOUND WITH A MINIMUM OF q4% ZINC DUST IN THE DRY FILM. B. PROVIDE TARGET SLUMP AT POINT OF PLACEMENT, +/- 1%. APPLY IN MULTIPLE COATS TO ACHIEVE AN 8 MIL THICKNESS C. SUBMIT MIX DESIGNS, WITH COMPLETE STATISTICAL BACKUP, FOR 7. CONTRACTOR TO DESIGN AND PROVIDE ERECTION AIDS (BOLTS, CLIPS, REVIEW. SHIMS, SEATS, ETC.) REQUIRED TO FACILITATE CONSTRUCTION. ANCHORS IN CONCRETE AND MASONRY 1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2. INSTALL WITH IBC SPECIAL INSPECTION ACCORDING TO SPECIAL INSPECTION PROGRAM. 3. EXPANSION ANCHORS (CONCRETE): I A. ICBO-APPROVED; CONFORM WITH FF-S-325, GROUP II, TYPE 4, cj- td L ET INDEX GENERAL STRUCTURAL NOTES CLASS 1. GENERAL STRUCTURAL NOTES B. MATERIAL: ZINC PLATED ACCORDING TO ASTM B 633, HOT-DIPPED 551.1 1.1 FOUNDATION PLAN GALVANIZED ACCORDING TOASTMA 153. C. ACCEPTABLE ANCHORS: 52.2 ROOF FRAMING PLAN - S3.1 FOUNDATION DETAILS 1. "STRONG BOLT2", BY SIMPSON STRONG-TIE COMPANY. 53.2 FOUNDATION DETAILS 2. "KWIK-BOLT TZ BY HILTI FASTENING SYSTEMS, INC. 54.1 FRAMING DETAILS 54.2 FRAMING DETAILS 54.3 FRAMING DETAILS 1 � 1 u RO 5 PBs�r REBAR DEVELOPMENT It LAP SPLICE LENGTHS (IN INCHES) j �w� 19 09 SPREAD FOOTING SCHEDULE CONCRETE STRENGTH (fc) DIMENSIONS REINFORCEMENT 3000 PSI 4000 PSI 5000 PSI MARK , , , , , , , , IDI REMARKS SMEAR NALL SCPEDULE A B T G D BAR DEVELOPMENT LENGTH DEVELOPMENT LENGTH DEVELOPMENT LENGTH LONG DIR SNORT DIR CHY TOP OTHER SPLICE TOP OTHER' SPLICE TOP OTHER SPLICE ALLOWABLE FASTENER SPACING SIZE BARS BARS BARS BARS BARS BARS DA 3'-611 3'-6" 1211 (4) #4 (4) #4 1 S: 6-30-16 MARK SHEAR WALL SHEATHING FASTENERS AT #3 21 16 28 18 14 24 17 13 22 AT PANEL AT MUD " ll 2 #5 CAPACITY EDGES INTERNED. SILL PLATE #4 28 22 37 25 19 32 22 17 2q © 12 CONT 18O - SUPPORTS 310 PLF * 15/32" APA RATED I, „ (2) 10d NAILS #5 36 27 47 31 24 40 28 21 36 00 o O CoF PLYWOOD IOd COMMON NAILS 6 12 @ 8"oc, TYP. #b 43 33 56 37 28 48 33 25 43 0 0 #7 62 48 81 54 42 70 48 37 63 n u " 2 lOd NAILS NOTES °' O 200 PLF * 1532" APA RATED 6d COMMON NAILS 0 12 ( ) 0 10 CoF PLYWOOD @ 8"oc TYP. #8 71 55 q3 62 47 80 55 42 72 3 1: CENTER ALL FOOTINGS ON COLUMN ABDVE z7 +� HOLDDONN SCHEDULEcn Q, w �#q 80 62 105 6q 53 ql 62 46 81 EXCEPT AS SHOWN OTHERWISE. WOOD STUD WALL TO FOUNDATIONSHEAR WALL SCHEDULE NOTES: #10 8q 68 118 77 69 102 6q 53 q 2. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL 9 L SHEATHING PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL PANEL EDGES COMPACTED ENGINEERED FILL, SEE STRUCTURAL NOTES. 0 c - . BACKED WITH 2' NOMINAL 5LOCKING UNLESS NOTED AS UNBLOCKED. SHEAR VALUES #II 98 75 131 85 65 113 76 58 101 0 HOLD DOWN MINIMUM NOTED ARE FOR SHORT TERM LOADING. MARK DESCRIPTION EMBEDMENT CAPACITY 2. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES AND TO TOP AND BOTTOM SUPPORTS. Q U T 00 FOR BOLT NOTES. REINF 'C' PARALLEL TO _ M 3. FOUNDATION ANCHOR BOLTS NOTED ARE SIZED USING 2' NOMINAL P.T. DOUGLAS FIR SILLS 1. CONFORM WITH ACI 318 "BUILDING CODE REQUIREMENTS FOR DIM 'A' (EQ SPACED) I- b o WITHOUT NOTCHING OR COUNTERSINKING OF BOLTS. PROVIDE STANDARD CUT WASHER 'SIMPSON" LSTHD8 STRAP TIE II UNDER HEAD OF NUTS FOR 5OLT5 NOTED. REINFORCED CONCRETE" AS SHOWN IN TABLE AND DRAWINGS. nHOLDOWN 2320 LBS $ 4. WOOD SCREWS CANNOT EE USED TO 51.155TITUTE 10d COMMON NAILS. 2. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT I I 1 Lu " -+- -+---+---+- " Z a 5. 51MPSON PRODUCTS SHOULD 5E INSTALLED PER MANUFACTURER SPECS. II I I I I 2 CLR MORE THAN 12 OF CONCRETE IS PLACED BELOW THE BARS. 6. SHEATHING ON SHEARWALL MUST EXTEND DOWN TO SOLE 4 MUD SILL PLATES 4 SHALL NOT $E INTERRUPTED BY ANY WALL auTTING INTO THE SHEARWALL. 3. SPLICE LENGTHS ARE: CLASS B SPLICE, w/ BAR CENTER TO - --- ---i---i- 611 MAX cY -.x HOLDDOWN SCHEDULE NOTES: 7. ALL STUD WALLS MUST HAVE DOUBLE TOP PLATES OF THE SAME DIMENSION OF THE CENTERSPACINGOF GREATER THAN 3 BAR DIAMETERS. t I I I TYP U STUDS.. PLATES SHALL LAP AT MINIMUM 4'-0' WITH (ib) I6d THROUGH BOTH PLATES, -+---+---+---+- L CONTACT ENGINEER IF CONDITIONS DO NOT MATCH. � Z STAGGERED. 4. SEE PLANS AND DETAILS FOR ANY SPECIAL REQUIREMENTS 1 r t I Qyj t t t 8. CoF ■ 1.0 FOR EARTHQUAKE LOADS I i I I - ------------- CoF - 1.4 FOR WIND LOADS 5. THESE VALUES ARE FOR NORMAL WEIGHT CONCRETE. -+- -+---+---+-NF TO j'� REI 'D' PARALLEL E I�OLDDONN SCI IEIJULE D S� 4EARNALL SCS 4EDUL C REBAR SPLICE SCS-4EDULE DIM 5 (EQ SPACED) _ W m N.T.S. N.T.S. N.T.S. DIM 'A' PLAN SECTION �I W Q T"rPICAL SPREAD }-- 0z B FOOTING DETAIL r ) W (E) 1-44 Q Z = O U J v • 2 n (E) CONC. SLABU) 3.1 �� Ln CD - TY (E) WALL 1 3 a+a QD KEYNOTES: ® AQ �� 53.2 2 �l REPLACE (E) CONC. SLAB w/ (N) 4" CONC j ❑ SLAB w/ #3 @ I6"oc E.W. OVER 15 MIL 5TEG0 t__ L _ J - L I WRAP MEMBRANE OVER (E) PREPARED BASE 5 T 2 �2 REMOVE (E) METAL PANEL WALL 4 CONC. r�C. 7 5 .2 I o L STEM WALL. INFILL GAP BETWEEN (E) L? C,% .2 1 �Ar ' 1 SLABS w/ (N) CONC. fid+ � 53. S3 1 TY � 11 CONC SLAB ON A # " INFI 1 0 4 RETE L B GRADE w/ 3 @ 16 oc , E.W. OVER 15MIL STEGO WRAP MEMBRANE OVER 1 I 7 b" MIN. COURSE OF GRAVEL OVER UNDISTURBED (E)T54X4 TYP. SOIL OR PREPARED BASE - -, - , a yOPP. '1 F ® GENERAL CONTRACTOR TO FIELD VERIFY L _ : �.° ° L - J 3.2 I I SIM. COLUMN BASE CONNECTION L 5 (2) 2x6 UNDER BEAM END S3,2 a I .a. v Al q ° •° I ' :a 4 GENERAL CONTRACTOR TO FIELD VERIFY THAT : 2 , I 07 533.1 1 •. ° a. ° • aa ' .. . . - L . . :I. OV (E) METAL PANEL DEPTH IS 2y2' a g CoRo_Jol AII .2' : PROJECT NO,SEE DETAIL 9/53.1 FOR COLUMN CONNECTION B W IND ALIGN (N) COL W/(E) C "Q 13197 1 4 31 ° a z_: DATE 2-2X6 KING STUDS V411-2X( �'TRIMMER. C.J. TY S3.1 �. . • ° ° 4 .. • , d' . I O ' 08-05-2014. ° CENTER OF COL AT CENTER OF Cl2 OF CANOPY1-°4 I I DRAWN BY 10 . a . .. O. ' CEJ USE PL 5/ax31'2xq W/5/e' A.B PER 5/53.1. �� a L 0 � .\ I• � ._ . .• I CHECKED BY I1 2x6 @ 100C. - -j L - O: 1 MY/CMP (N) .THICKENED 11 l � �. 1 � =o REVISIONS 0 ` . i 2 EDGE SLAB FTG. 4 TYP. 53.1 11 5 ys�, 3" TY ' I +a a a 4co 0 J T : \' 1� 2� 011 -..1 • ^ ,., - � ©T ' ; \ 53.1 a LL4N GENERAL CONTRACTOR NOTE21-011 11-011 a+ Bzo GENERAL CONTRACTOR TO FIELD VERIFY 1 8 6 7 10 5 q +� 5 EXISTING CONDITIONS * NOTIFY THE ENGINEER OF �w q ,0. (E) 2x2 FTG. 1 TYP. RECORD 1F THERE ARE DISCREPANCIES BETWEEN 0 �� TYP UNO 3 B S3.1 53.1 53.1 53.1 53.1 S3.1 � 53.1 U.N.O. STRUCTURAL .DRAWINGS FIELD CONDITIONS. 53.1 �,' 3 FOUNDAnoN PLAN a TYP TYP AT TYP. (E) NALL: TYP. 10 A FOUNDATION PLAN I/4" I'-0" QJN 2 . 1 ��uCTUR 2 , Ro UCH A XPIRES: 6-30-16 0 00 o rn o LEGEND: 00 XPsf c 3 M INDICATES SNOW DRIFT +, a XI-XII 'q U 2 > > INDICATES ROOF STEP V � v CI Q U , 00 cn N c KEYNOTES: W 0 0 O1 ELEVATION AT BOTTOM OF C5 SHALL BE THE SAME AS THE C5 AT THE WEST WALL. LJ Q L Q 0 - - - - - - - - (E) METAL (E) L 44 PANEL DECK W = --- Q I - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - Z r V) 7Psf II - a II i I I u XXXXXIw- (J� (E) TS 6x4x4s 54.2 a. r- - - - - -1 - - - -- �- - - -�-- - Aj -_-- � -- -- , - - - - - - - -1 Ln 00 E (E) TS 6x4xYa -1 - - - - - __ - -- - - -- - - - -Li �� - -II J- - � o� T - - - - - - - - - - -- =- � Q � � -= -- - L------- -- 05x6.7 3 1,41 HDR. / // 4 (2) C12x30 AT LOW ROOF , / 54.2 ' ' IT W V u � 54.2 // I I 2 L- - - - - - - /e PLYW D. SNTG. 2x6 RIM BD. I uIl AT HDR. / -- - - - -- - - -� - III // 54.2 � � r - SIMPSON H3 TIE @ uIl / I 12 EA. STUD I v 2x JOIST (2) lOd @ I III /// w IIII E TS 2Y"x2Y" COL. / 51M. ❑ 54.1 ` - � lOd TOE ( ) 2 2 I Q 16"oc, TYP. NAIL E.S. (E) TS 2Y2'x2Y2" COL. - 10d TOE NAIL (E) TS (ox4xYan / I @ 16"oc // WSx10 I � o I /// (E) W6x8.5 SIMPSON HU26 HANGER WD. BLK'G. 2x6 LEDGER w/ (2) - - - - - - - - - - - I 54.2 /// S4.1 (E) METAL Ili 12d @ EA. STUD � � � I PANEL DECK lOd @ 8"oc @ BLK'G. ( (4) #IOxREQ D. N.S. @ EA. I I /�/ (E) CSx8.5 III I I � _ (E) METAL PANEL DECK I 7 250 T125-33 x CONT. w/ I (E) METAL #10x2" W.S. @ EA. (E) RIB 54.2 i I // 05x6.7 0 _m 04 _ #10 @ EA. (E) RIV (T*B) PANEL SIMPSON H3 TIE @ EA. JOIST I h�// (E) FORMED.T5 cv 3 3 lii ( PROJECT NO. 2Y2'z2Y2n COL. 3 6 ' I - - - - #10 @ EA. (E) I w w I'I CUT (E) ROOF DECK 1319 7 14= 31 I RIB PANEL II / 6 (E) TS 2Y2'x2Y2" COL. $4.1 �. �' Iii � V ( I C5 \ /� 54.2 S1M. (E) W6x8.5 Iii I I DATE FACE OF BLDG. ez z - '`w O / I 08-05-2014 �t- 1= (E) 5<6x44Ye1 WSx10 I DRAWN BY : Lu Q �� ii l I CEJ pwQ q 54.1 iil CHECKED BY LU< B i i I MY/CMP Od @ 16"oc W- a? 52.2 $` I HSS Sx3xY" II R E V I S I O N S 4 I 4 (E) C7xq.8 I 8 I HDR. h 6 5 3 I III I 54.1 H55 8XBXY4" 54.1 (E) TS 54.1 (E) TS 4x4 54.1 54.1 I TYP S4.3 .9 sro 1R. I I 6x4xY4 xCONT, -'k I S 1 c @COL. @ HDR I I I (E) L 4x4 TOP C5x6.7 - - - - - w I I HEADER -- - -- w I I I 08x11.5 I i - - - - == 1111 HSS 8x3xY4" HDR. I I i I NSS 8x3xY4' HDR. Cn . II I 1111 , II II II Q II 10 II 1111 II II II 11 II : II 1111 i II II II L 3x3xY4'xCONT. Lu/ OPENING 2 u " Y4 (Px3 SDS WOOD 54.3 " 6x10 PDR. �j SCREW @ 16 oc @ PDR % PLYW'D. SNTG. APA 20 GA. DEEP NERCO L BS'2x3s'2x5�fb", TYP. ROOF FRAMING PLAN RATED 40/20 USE 10d 4 10 DECK wl #12 @ 12"oc q C12x20.7 2 @ 6"oc AT SUPPORTED 54.3 54.2 AT SUPPORTS 4 SIDE 54.1 TYP. U.N.O. 54.1 EDGES .* 12"oc IN FIELD .3 TYP. TYP. LAP. GRIND SCREW E3 ROOF SECTION PROJECTION 54.3 3/4" 1'-0" A ROOF FRANING PLAN- cP � (/Rq °'��ssr < ti 'IN o 13 0 0�O EXPI ES: 8-30-18 o a o a o 0 �y o r ❑ ❑ I I FT❑ F-1 ❑ F-1 ❑ CN. c (j) O v _j L------i ----------- El 11 D L__,El L___j I I I 0 0 W A SOU TI� ELEVATION 1/41, 11 oil Z Q D W Q Q � V) Q 00 0 E- 11 11 Q 1- W EAST ELEVATION C NEST ELEVATION 1/41' = 1'-0" 1/4" = 1'-0" PROJECT NO. 13197 / 14- 31 DATE 08-05-2014 DRAWN BY CEJ - CHECKED BY MY/CMP R E V I S I O N S ELEVATIONS Uum I L-1 H L-1 D NCRT� ELEVATION 1/4" 1'-0" 2 � �5 TUR I PROP '9 mitis INET ter° .209 P SAWCUT (SAW AS SOON AS GONG. W1LL SUPPORT WEIGHT q� WINDOW OF MACHINE W/O IMPAIRING A SURFACE), FILL SAWN JOINTS REINF CONT E IRES: 6-30-16 w/ SEMIRIGID EPDXY (SHORE THRU JOINT I "A" HARDNESS OF A-80 OR WINDOW- N CONC. SLAB D-50, ASTM 02240) FULL o I ( ) CONCRETE SLAB ON 12x6 @ 16"oc DEPTH WITHOUT BACKING ROD q GRADE, SEE PLAN00 o (N) SIDEWALK, I o SAW-CUT (E) SEE ARCH. DWGS. I I a a a . w GONG. SLAB I I vi A • ° 'v' ' ' '' Lu J Q c (\) FTG. I (E) CONCH a d °. W 3 .. a as ° ( #4 x 16" IN 9fb"O .. (N) GONG: ° a 4ga° I x 4" HOLE IN I SLAB -� a (N) SIDEWALK, SLAB a SIDEWALK _ -I I ° I � (E) SLAB SEE ARCH. DWGS. _I I @ 32 oc I p �, , q a SANCUT CONTROL JOINT CE) GONG. SLAB o � g Q � � 4 a � 0 -1 IIT1 _ cn 1 (E) SLAB - ° I CONCRETE SLAB ON ° I - y2"� x 24" SMOOTH BAR GRADE SEE PLAN a a _ 21-011 F (2 x REBAR SPACING) oc M f a 7 F TC . DETAIL. = 1 a w -- a • (E) GONG. SLAB 1" _ !'-D" •° 1 ° '.a °• ' •;� 4 A J 4 - - .. ° A . (2) #12x2" WOOD SCREWS @ 16"oc ( i'-0•. -- ,� CONSTRUCTION JOINT NO -- - (E) CONC. SLAB 0 o SEE FOUNDATION PLAN AND GENERAL STRUCTURAL NOTES FOR JOINT LOCATIONS. 10 FTG . DETAIL 5 11 n u OPN'G: SNEARWALL EDGE (2) Old 4 NAL.L/ FTG . D I S L-AB JOINT DETAILS E /e x3y2 x9 w/ (2) NAILING @ 16 oc ,1 -0" 5 " n COL: I = I'-0" 111 = 11_0" /e O A.B. @ 6 oc OVER W lye" NON SHRINK GROUT s (2) #12x2" WOOD OPN' Z COL. BASE �6 SCREWS @ 16"or- G 2x8 @ 1(V oc w. P.T. 2x Y2" PLYW'D. SNTG. SILL E w/ WO A.B. @ I Z 32"oc. MIN (2) BOLTS I o o O I PER WALL SEGMENT I �- I I _ I I N) FTG. (E) GONG. VJ " I I SIDEWALK 1 I < : I SLAB \ SNEARWALL EDGE (2) 10d 1 Q #10x2 WOOD SCREW I I I j I 5 " n u OPN G. NAILING " @ 16"0c, TYP. I I i n/e x3y2 x9 w/ 2 @ COL. @ 16 oc ( ) I E GONG. SLAB 0 C ) N GONG. SLAB I I , (E) VENEER as '� _ ° '/e � A.B. @ 6 oc OVER I O -- 2x4 FLAT @ 16"oc I I� I' ,` 4a a lye" NONSHRINK GROUT I ( /1 ., C� COL. BASE �•/ � u I _— ° 2x8 @ 16"oc w. P.T. 2x � 0 #10x2 WOOD SCREW I 1 4 2'-0" SILL E W/ WO A.B. @ @ 12"oc, TYP: I #8 @ 16"oc = ° ° 2 32"oc. MIN (2) BOLTS Q (FIELD VERIFY) a ° • I PER WALL SEGMENT ° a 1 i i I Ln C I 4 ' % I SAW-CUT (E) GONG. SLAB QO LAI x 4'" HOLE IN SIDEWALK L (E) SLAB EDGE @ 32"oc _ 8 NALL/ FTG . DETAIL ° �I a � a (E) CONC. SLAB #10X2" WOOD (E) L4x4 SCREW @ 16"oc, I I I I TYP. rl J a (E) CONC. SLAB (E) METAL PANEL I 0' 1 CORNER\ D #10x2" WOOD SCREW � V V AL,L/ FTG . DE I A1l.- 2 SLADETA1I @ 16"oc TYP.#10x2" WOOD SCREW I (E) #8 @ 16"oc „ I,-o„ @ 16 oc TYP. (FIELD VERIFY) 2x4. TYP (E) COL. I (N) COL. SEE yu PLYW'D. BLOCKED PLAN * 8/53.1 FOR @ PANEL EDGES ° I COL. BASE DETAIL - PROJECT NO. FLAT 2x4 @ 16”oc 2x BLK'G: I-.— U IN F RR G X2" PLYWOOD 13197 / 14 31 P.T. 2x4 SILL ' SNTG. I DATE I-•- OPN G. WINDOW „ 2x6 @ 16 oc w/ P.T. 2x 08-05-2014 SILL E w/ /8 ( A.B. @ DRAWN BY #10x2" WOOD SCREW @ 12"oc I _ FACE OF BLDG. a SECTION A A 48 oc (2-BOLTS MIN PER CEJ SIDEWALK, SEE WALL PANEL) CHECKED BY (E) _GONG. I ARCH DWGS. (E) PANEL PT 2x. BLK'G: w/ #10x2" WOOD I MY SLAB I SCREWS @ 12"oc I /CMP FACE OF BLDG. (N) SIDEWALK, I R E V I S I O N S (N) SIDEWALK, a a I FURRING, SEE ARCH FOR SEE ARCH. DNC-45. SEE ARCH. DWGS. DETAILS SIDEWALK, SEE " a ARCH. FOR I I (E) L 2y2 x2y2 w/ A.B. DETAIL @ WALL I I — (N) GONG. SLAB = �, a (E) _212 X2 w/ A.B. I H A LI 4U= III .. _ - Q II 4 6 - (E) GONG. WALL � 1 •° 1 o 2 t #4 x REQ'D. @ 32"oc I'-0 (E) GONG. SLAB ' (2) #5 x CONT. (E) FTG. BEYOND c�---� DOWEL INTO (E) GONG �- 11-011 I 1 01 WALL w/ EPDXY fi (E) GONG. WALL ( I (2) #5 DETAILS ` I I (E) FTG. BEYOND — � (FIELD VERIFY) 12 NA L L FTG . DETAIL. 9 NALL/ FTG . DETAIL � FTG . , DETAIL 3 NA L L/ FTG . DETAIL 1" = 1'-011 3/4" = 11-0" 1" _ I'-0" 1" = 1'-0" 1 RO 5 P �sJf w 13 9 1A (E) GONG. WALL II (E) METAL PANEL #I D @ 16 oc, TYP. WALL, TYP. I I FACE OF BLDG. EXPI ES: 6-30-16 250 T125-43 w/ #10xy2" W.S. @ 16"oc #10 @ 16"oc RIPPED 4x (E) COL. Y2" PLYW'D: SHTG. I I (E) TRACK Y2" PLYW'D. (E) METAL PANEL I (FIELD VERIFY) 00 SHTG. 250 T125-33 w/310 @ 16"oc o 4 j — — — COL. SEE PLAN SECTION A—A I 2x4 @ 1(Voc - (N) METAL PANEL (E) METAL lOd @ 16 oc PANEL WALL I w " #10 @ 16"oc 3/f6 I p 3 { c� 2 > - q I I I q (E) L2Y2x2Y2 w/ 10d @ 1(Voc (T*B) cn C N o 0 CASE TYP. I { „ �� (E) A.B. cn o 3�6 I #10x2 WOOD SCREW #10x2 WOOD SCREW Q CU _ I I I @ 12"oc, TYP. I @ 16"oc (T*B) "' I I � - LS30 @ 24"oc v FLAT 2x4 @ 16"oc, I o (N) METAL PANEL I TYP. I Q I I - a " (F). METAL PANEL umI (E) GONG. ° SLAB (E) LONG. ° 2x6 (E) METAL PANEL SLAB _ _ . � °-° °;1 a y2x8 _ � (E) CONG. WALL SAW-CUT (E) IOD BLK'G. GONG. SLAB. a a (BEYOND) 1 E 5/8"x4"x10" w/ CASE 2 SECTION A-A SEE PLAN FTG. SCNED. (2) %110 A.B. @ W 7"oc ON 0/2" NON-SHRINK 8 NALL DETAIL. 4 COL . BASE DETAIL GROUT 1 INFILL NALL DETA I L 1" = 1'-0" 3/4" = 1'-0" 11/2" _ I'-0" Q FURRING, SEE ARCH. I W _ � Z Q #10 @ 1(o"oc I I (E) PANELS. _ I (N) 20 GA. METAL PANEL I I I O TO MATCH (E) PANELS I I I (E) METAL PANEL � W 250 T125-33xCONT. COL: SEE PLAN I Q Q (E) VENEER 004 O I �. FACE OF BLDG. A I I I AlR % x10"x10" w/ (4) WO U J A.B. @ 7"oc ON 1Y2" (E) L2Y2"x2Y2" AT BASE n " s " NON-SHRINK GROUT (N) L 2Y2 Ix2Y2 x�f6 xCONT. (N) CONC. SLAB 2x4 FLAT SIDEWALK I I I Ln w/ (2) /a A.B. @ 24 oc a I �3j Q �6 I SEE ARCH. DWGS. #10 @ 16"oc FOR DETAIL @ (E) a Q r / VENEER END 00 �- - 4 I 'V ' r d - 4 ° ° I 211 \ / o a �/4 I -! ° ° ° 4, a SIMP50N LSTND HOLDOWN �� 2x6 CUT TO FIT ° I (N) GONG. SLABa o w/ SD #gx1Y2 SCREWS • I 77n'o,-Zj SEE3/53.2 FOR MORE INFO. uE WALL BEYOND SEE PLAN FTG. SCNED. I I lOd @ 16 oc (N) OPENING I I { � ( N ) INFILL NALL COL . , BASE DETAIL. 2 ( N ) DOOR JANE3. 1" _ 1'-0" 3/4" 1'-0" 11/2" 1'-0" FURRING (E) GNU WALL I (E) METAL I I (E) VENEER PROJECT NO. PANEL SIMPSON LSTND HOEDOWN I (E) L4x4 _ W/ SID #9x1.2 SGRENS III 13197 14- 31 I (E) METAL WALL A I i A, #4xCONT. @HOEDOWN I PANEL TYP. DATE T I I 08-05-2014 OPN'G. I SAW-CUT (E) I { � DRAWN BY GONG. SLAB . q I A {. I I CEJ 250 T125-43 250 T125-43 I SIDEWALK, SEE CHECKED BY , { { I I N GONG. I: ARCH DWGS. I (TSB) I I ( ) I _ _ _ MY CMP SLAB I S I T r / REVISIONS CUT FLANGE ° Q I BEND WEB w/ - a FURRING SEE (2) #10 .@ EA. ARCH. DWGS. END I I #10 @ 16 oc a I u � GUT E " / HOEDOWN , - I I I TYP. METAL PANEL I I ° #10 @ 16 oc, ' - (E) L4"x4" w/ A.B. I USE (2) #10 (E) GONG. TP (E) ANGLE SLAB - @ BASE I I (E) CONC. WALL I FURRING, i n #10x2" WOOD SEE ARCH. #4 x REQ D. @ 32 oc �� { I DOWSE INTO (E) GONG SCREW @ 12 oc SECTION A-A WALL w/ EPDXY DETAILS SECTION A-A (E) FTG. 7 JAMES N . OPENING 3 MALL FTG .- D ETA I L. ��`�C T tj PR0,�8�, 2XI0xCONT. (E) METAL PANEL DECK 0 #10x2" W.S. (E) METAL PANEL WALL @ 12'oc (E) JAMB (E) ROOF DECK SHEARWALL EXPIRES: 6-30-16 I # " C7 8 EDGE I (E) TS 6x4 I I (E) HEADER (2) 10 @ 16 oc (E) x9. NAILING I #8 @ 16"oc (FIELD VERIFY) I I - (E) ROOF DECK 2x4 RIM BD. w/ I ! ( #10x2" W.S. @ 12"oc 10d @ 12"oc -- 2x BLK'G. a o I I = _ 2x4 FURRING, SEE ARCH. o E Y4"XlV2"x3", SEE 2/54.1 FOR INFO _ I N (E) METAL PANEL WALL CD r I I 4" NOT SHOWN - _� Do I 3�6 cpcn CASE 1 3 -� , (E) TS 6X4 ea -- — — — Y4 CAP }� - SHIM 1x2"x3" @ 24"oc jf I I — 0 � o 0 I I SHEARWALL EDGE I FACE OF BLDG. (E) METAL U) o I I I - - - - - � I%2" NAILING. I � 2x10xCONT. PANEL WALL Q U — ' 00 I I7 (N) WF BEAM, SEE PLAN 4� M 2x4 FLAT I I #10x2" W.S. @ 12"oc (N) HEADER I I FURRING, j I I (E) METAL WALL 2x4 (E) HDR. \ L 2xx2x3�f6"x3" w/ SEE ARCH. i I PANEL lum � a 0 I (2) #10 @ EA. LEG I (2) Y2" PLYW'D. SHIM x CONT. w/ (2) RUN SHORE UP (E) ROOF #lOxiY2" W.S. @ 16"oc Y1*4" SDS W.S. 1 I BEFORE REMOVING (E) @ 16"oc (N) OPENING BEARING WALL INSTALLING (N) WF BEAM 2x8 STUD WALL IJ CASE 2 10 PEADER/ ( E ) JANB DETAIL. 7 (E) BEAN/ ( N ) B ,EAN DETAIL. 4 ROOF DETAIL. 1 ROOF D ETA 1 1� 1" _ 1'-0" 1 1/2" 1'-0" 1 1/2" 1'-0" 3/4" = 1'-0" W 3�6 (E) ROOF DECK Z y (E) WALL PANEL (E) TS 6x4 Q c CUT (E) WALL PANEL Z (N) HDR. (E) TS 6x4 (E) L 2x2 I " Y4 CAP ie (E ROOF DECK I C12 ) I o (N) OPN'G. (E) ROOF DECK (E) C7X9,5 " u �� -' I 1 LLI >� Y4 x2 x3 E.5. v 31f6 I I Q � SHIM FI', SEE � I I O . (E) METAL PANEL 7/54.1 FOR INFO C12 FURRING, SEE WALL (E) COL. AT CORNER I I ARCH. DWGS. lk::: - (E) METAL PANEL o, v 250 T125-33� WALL o� I Y2" PLYW'D. SHTG. USE #8 SECTION A-A w/ #10 @ 16'oc - - - - - @ 12"oc AT SUPPORTING I I I VIIA EDGE 4 IN FIELD I (E) METAL 3 A I I Y4' CAP >� I O 3 I I I , I �- PANEL WALL �6 I I I I 3�6 FACE OF BLDG. I I I � �6 2x10xGONT. I TYP. "x4"x9" w/(3) I — 3�6 I I 00 3/4"0 M.B. i i I I (E) HDR. I I I I I I I TYP. 3 i2 2x4 I I C12 — — - — %6 1� i I I L 31'2"x3l'2', USE 3%6" FILLET I " u u I { I I ,� HDR. - SEE PLAN � I I I " �� " I I _ _ I I I (N) COLUMN, HELD TO C12 AT I #104@�24"oc w/ (2) i I E Y2 x4 xq I I (N) WF BM, SEE PLAN I I I SEE PLAN i� Y4"x3"x3" TSB � I I I � OF BEAM @ _ (E) TS 4x4XY8 u I I C OF COLUMN W N OPN'G. /,q I i I #10 @ 12"oc 3�6 (N) I NOTE:. � I SEE DETAIL 1/54.1 OPN G. TYP. 3�6 FOR INFO NOT, SHOWN �f��- - Q �S�' (N) HDR, SEE PLAN j CANOPY DECK, SEE PLAN 11 PEADER/ ( E ) COLUMN D ETA I L 8 N BN/ ( E ) COL- DETAIL . 5 COL.. . TOP DETAIL 2 CANOPI' DETAIL1" 1'-0" _ _ 1" _ '-0" _ - 1 1/2" _ 1'-0° - 3/4" = 1'-0" C12 (E) ROOF DECK (E) TS 2Y21 211 (E) C70.8 Y4" CAP le NOTE: CS (E) ,ROOF DECK (E) L 2x2 TSB 3%6 (E) WALL INSTALL (N) DBL: - rf (E) TS 6x4 PANEL I I CHANNELS O o R2 -4 EL BEFORE o (E) WF BEAM C12 REMOVING (E) 3i(6 I _ I PROJECT NO. I BEARING WALL - - - - -._ I I CN) COL. CUTTING (E) COLS. i I 13197 14- 31 I I I 3 SHORE UP (E)-ROOF SHORE UP (E) WF BEAMS C12 �� I I (N) HDR. E 3/e (E) HDR. NOT DATE BEFORE REMOVING (E) BEFORE REMOVING (E) j I I SHOWN FOR CLARITY BEARING WALL � BEARING WALL � COPE BM AS REQ'D. I I 08-05-2014 . FURRING, SEE INSTALLING (N) WF BEAM DRAWN BY INSTALLING (N) WF BEAM TSB (E) METAL SECTION A-A CHANNEL TO CHANNEL I I ARCH. DWG5. 3�6 CEJ SECTION A-A PANEL WALL N WF BEAM " " �� CHECKED BY (E) COL. Y2" PLYW'D. SHTG. USE #8 ( ) E Y4 x4 x6 w/ (2) 3/4'( M.B. FADE OF BLD G. MY/CMP (E) LOW. @ 12"oc AT SUPPORTING A SIM. ROOF DECK j I EDGE IN FIELD I I (E) METAL (E) COLUMN, CUT AFTER I I I COLUMN, SEE PLAN R E V I S I O N S T45 3 PANEL WALL W6 SHORING (E) ROOF ft, $/e"x4"x5" w/ (2) �6 FACE OF BLDG. I I 7 �� I T*B I I 3 /e 0 A325N BOLTS 3 WELD (E) COL. /fb 1-12 - - - _ (E) ROOF DECK A i I I A (3) #12 EA (E) I �6 FACE OF VENEER I TO (N) BEAM W6 v WALL PANEL I I I I (E) HDR. E WF BEAM s _�, I� °I I"%2" CLR JOINT TYP. : ) O �6 (E) L _ � L_ I � � (8 Y ND) I 2x2xCONT. - COPE E C12 u O I I -- _ L 3x3XY4 I I TYP. L �'2 x�'2 , (2) 3/4" I COL. FOR (N) I I u �� " 3� O - ° I AlTHRU BOLTS I CHANNEL SEE PLAN I #104@�24"oc w/ 2 ( ) I I E MCSx8.5 (2) #10 @ 16"oc -- (N) WF BEAM, E CLIP FOR E WF " " .r W wLLI I j SEE PLAN I%2 ( ) ( ) 3 I FACE TI'_ Y2 x8 x6 I W Lu Q Q I v Q -�� C8 3 BEAM (BEYOND) %, 2 I I L -A 1 1 S� �6 (E) L 2x2 >Q N J-,L- (N) C12, cY -� I I �� I SHORE UP (E) ROOF C12 3�(6 - U 4 SEE PLAN w 4 4 I I��„ lw v OPN G. BEFORE REMOVING (E) - �� DETAILS ^}— i I I 111 ct� �' - (N) HDR, :SEE PLAN Y4 x3 x3 U4 4 N z (N z � Q BEARING WALL SHORE UP (E) WF BEAMS N_ 3 \,- Q 0 _ CANOPY DECK, INSTALLING (N) WF BEAN BEFORE REMOVING (E) SEE PLAN BEARING WALL � (E, COL. INSTALLING (N) WF BEAM W6 12 ROOF DETAIL � CANOP)` DETAIL � ROOF DETAIL. 3 CANOPY DETAIL (N) WF SEAM, - SEE PLAN I" = I'-0'• 3/4" = I'-0" I" = I'-0" 1" i'-0" 4 � � D PROFB�, IN��, �r ,209 C12 �o C4 (E) WALL PANEL NOT C12 SHOWN FOR CLARITY E ES: 6-30-161TYP. I I (E) ROOF DECK (E) TSGX4 PTWOOD BLKG, 3�6 i PY4ux4"x8" SEE ARCH DWG (E) COL. o SEE 5/54.2 FOR a 3�6 (E) ROOF DECK (4) #12x2" W.S. WELDED CONNECTION - - - - SECTION A-A ATTACH FASCIA - - - - - - +J c a TO CAP i� - - - - - (E) TS 6x4 I I Q) c- W 6 b TSB ' ' (2) #10 @ E.S. OF COL. - - - COLUMN I I U D 2 > > - - - — — — — - - - - - I C5 I� CLR TYP. 3�6 TYP. O W TYP. - 3�6 o) oo U Y _ _ y 00M (E) TS 6x4 - - - - I i SECTION A-A O 4 I I Im M 2 C12 c 2X FASCIA I u F�, % x2y2"x6" I I N.T.S. \ �::: TYP. M I Y4 CAP P I (N) WF BM, I I SEE PLAN -_ o a m I o (E) COL. COL. FIELD VERIFY I w -� fr, - A 3/(6 ( I � SHORE UP (E) ROOF _� L (E) ROOF DECK P_ Y4 x4" SEE 8/54.1 \ P. Y2"x5"xq" FOR INFO NOT SHOWN E u5k, x4"xq" Lu/ (3) I/2 (E) TS 6x4 /,� (P THRU-BOLTS Li SHORE UP (E) ROOF (2) #10 @ - - _ J�..JEAl I /CO1..-.E.S. OF COL. ( N ) 9 ROOF DETAIL. � ROOF DETAIL. _ - - - - 1 ( E ) ROOF DETA I L. 1 1/2" = 1'-0" 1 1/2" 1'-0�� ` - E 5/fb"X4"X9" w/ (3) - W 3/4"0 M.B., SEE 8/54.1 WF BM, SEE PLAN I FOR INFO NOT SHOWN 250 T126-43 #8 @ 16"oc OF WF BM @ P Y211 lix9" (FIELD VERIFY) OF COL. . (E) METAL PANEL Z I _ I WALL EQ 10 EQ (N) COLUMN, SEE PLAN I 0 I I 0 LLJ 2x6 @ 16"oc #10 @ 16"oc _ I (E) L 4x4. < Q SECTION A . I Lu 2X BLKG @ 48"OC N C4 W6 _ 0 SIMPSON H3 @ (N) C4 ( ) EA. STUD C5, SEE PLAN (2) C12, SEE 12/54.1 I ( n ^ (E) ROOF DECK (8) #10 * 1/54.2 FOR INFO I lJ A I I q NOT SHOWN 10 • L 2x2xY4"x0'-4" ( I I P y�„x3„x3„ Q - - - - - - - - - C5, SEE PLAN I I - - - T,� - - �--- 3 w I (E) METAL PANEL I I �� Ln t z I I WALL I I I #10 @ 16 oc00 2x 8LK'G. �a I I I w w 2x6 LEDGER w/ (2) 12d w w ° I ir-1I z 3/fb @ EA. STUD 4 10d @ 8"oc Q / J JI ? Q _ AT BLKG, w i I I I I ' lOd @ 16"oc w Q I I I 13 v @ NORT�I rY 3 C4; BEYOND I I END OF CA 10d x REQ'D WOOD BLKG AT EA A I I A W LENGTH W.S. EXIST ROOF PANEL L W04"xO'-3", @ 16"oc j DECK. OPENING BEYOND - NOTE: NOTE: SEE DETAIL 3/54.2 (E) METAL PANEL WALL FOR HEADER END NOT SHOWN FOR CLARITY CONNECTION AT SIM. 7 ROOF DETAIL. 4 B�1/COL . DETAIL. 2 P D R . DETAIL. 1" = 1'-0" I" 1'-0” 1 1/2” = 1'-0" CASE i _ P.T. WD. BLKG. (E) METAL PROJECT NO. v SEE ARCH. (E) ROOF DECK PANEL WALL Q 1319 7 14- 31 Lu #10 T*B @ EA. II I� � (E) RIB #10x2 W.S. @ 12"or- TYP. 3 DATE . 08-05-2014 (E) ROOF DECK I I DRAWN BY : �� CEJ 2X BLKG @ 48 OG - - - - - - - - - - - - - - - 3/f6 (N) HDR. CHECKED BY I I I - (E) TS 6x4 I # I I u MY/CMP (8) 10 #10 @ 12 oc STAGG. #10x2" N.S. REYiSIONS @ 16"oc — . . (2) 10d @ 12"oc _ — — 4 I I (N) OPN G. P.T. 2x FASCIA - - 2x6 LEDGER 2x6 STUD WALL I (N) WF BM, SEE PLAN I E 3/8"x2Y2'x6" I I I I I � I ' Y4"x4"xb" I I I � I I (E) TS 2Y2"x2Y2" I f I COL, FIELD VERIFY j I (E) JAMB ILISLL DETAILS CASE 2 (FULL NT. WALL 10 ROOF DETAIL 8 ROOF DETAIL 5 ( N ) 13N/.( E ) COL . DETAIL 3 PEADER D 1" = 1'-0" - - l- 1/2" = 1'-0" 1 1/2" _ 1'-0" - - 1 1/2" 1'-0" : 4 �lk C T UR 5 p 'PRQa��, '9 3 09 N UcH E IRES: 6-30-16 (E) ROOF DECK 2x6 STUD, BEYOND 00 o CD SIMPSON LTTI9 TIE w/ w C5, SEE PLAN 3/4110 TNRU BOLT w/ 0 0 WASHER fE Y4"x2Y2'x2Y211 I u o CD (2) #I0x1Y2" W.S. I O 1 QU — � � M _ � M SKEWED DBL. 2x I -- m a Zx BLK'G. w/ SIMPSON A34 0 AT EA. END OF BLK'G, I WD. BLK'G. 2x6 JOIST, ALIGN w/ COL. FACE OF BLDG. W fE %llxREQ'D. II I I i STUD WALL I CPANNEL/V `TALL DETAIL ROD I I I BEYOND 1 1/2" 1'-0" II � W TYP. Q I 1 Y4 —� Z Y4 I I I I l 5 " " 1 C12, SEE PLAN I (E) COL. W rL' /(6 x6 xREQ D. E.S. I I Q #3 CLEVIS w/ 1"O PIN - --- / c/ vJ o E % FACE OF BLDG. �\\ E 5rf6"x4"XS" TYP. I BENT If'_ 5/f61I I I I I Y4 I � Q s 11 I I ' /8 I I I � TSB i 00 5ECTiON A-A SECTION a-8 l I I I I I 3�6 TYP. - C12 I I I W L V/2 x 3Y211 L 3"x311 E 5�f6'Ix8"xREQ'D. E.S. NOTE: SEE 2/54.3 FACE OF BLDG. FOR INFO. NOT SHOWN f� E %llxREQ'D. 3 C A N O I Y DETAIL - II I I (E) SKEWED l ROD ( II I COL. o II I TYP. - III I Y4 III „ ( 1L' Sx 4" C 12" - I I PROJECT NO. : Y4 I I I 2x STUD WALL SIMPSON A35 - 13197 14- 31 P % x8x4 w/ (2) DATE I 7/8110 A326N BOLTS 0$-05-2014 (E) OR (N) FASCIA #3 CLEVIS DRAWN BY I w/ 1"o PIN CEJ CHECKED BY MY/CMP Y4 �` i I i A A B B REVISIO N S 3 II � - - Q �6 TYP. . Y4 0 4x BLK'G. w/ A34 f II (T*B) AT EA. END W�6 I II I 5 IIx 411Ex C12 _ (E) SKEWED - L 11X it 1/2' COL. 3Y2 5Y2 L 3"x3" DETAILS 4 i�00I= DETAIL 2 CANOPY DETAIL 1/2" = I'-0" 1" - 11-0" 4 . 3