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Plans (9)
i i i _ i 1 f I I i t i 1 i I I CITY 011 TIGARD . = t . ~v D ; YtEVIEWED FOR CODE COMPLIANCE. 4 `Approved: Icy,_ • 1D A. BISSETT 0 DU RIIMIAIVI SQUAREaTC: G10 1 \O 1 �� , 2.23 / . 0 I permit#: 1 A,Nt -C `- kak # 7 • Address: `7`7 Z� 1---Q �-.- • .� •REGQN czt. El ILJ I LEI I) I N G III , � `� � ` OF } /�ir7 Date: �� 010' DEFERREDj,,,,,,,,, V E Fire Sprinkler ..------- Jr. Ph a Alarm .>} RECEIVED a O Mechanical U Plumbing .�.� JUN 2 9 2017 w Pr _� �y Truss Engineering 5.,,' CITY OF TIGARD� I lectrical U �� ada +BUILDING DIVISION Shop Drawings ,�._,. ii SW DURHAM Rd . Other U mW E O INCLUDE! GARD , OREGON 97224 APPROVUN-AD TTACHED: OFFICE COPY �- C� _SPECIFICATION BOOK _,,,STRUCTURAL CALCS _..GEOTECH REPORT t i .�-> ,�MISC DOCUMENTS V < Ix ° < 0 < m Ci MATERIALS CODE RELATED INFORMATION VICINITY MAP INDEX OF SHEETS0 i Building Code Information NO. DESCRIPTION d- 71- " '—" —" ' " '_ - WOOD FRAMING Oregon Structural Specialty Code, and IBC 2014 Edition CS COVER S-1EET =1 I I1 II I II I II I II f� EARTH ( THROUGH MEMBER ) A1.1 OVERALL SITE PLAN r0 Construction tpe: Type V, sprinklered 41.2 BUILDING SITE PLAN 1`6 SAND / MORTAR WOOD BLOCKING ti 43.1AFLOOR OS PLAN 0 PLASTER ( INTERRUPTED MEMBER ) Building 1-Ielght: 1 story a SW Re; L ' '',9 SI 44.1 ELEVATIONS 4, Va CONCRETE >f`//\) (`//\)(`//\)S(` {\ \/JJ(\//Z\)� PLYWOOD Building Occupancy: I/M/B SW Sattler St 45.1 BUILDING SECTION 4 n \ \ 1 \ 1 \ \ \ 1 SW Lodi Ln m C N P A&.I WALL SECTIONS Building Area (gros3): sunset°"°"ef$= T '' n N 41.1 DETAILS BRICK / VENEER G.M.U. ' / / ACOUSTIC TILE / BOARD 1024 sq.rt. 4' 1 - 41.2 DETAILS / /, y N s // ; I N a} A8.1 OUTLINE SPECIFICATION SUMMARY CONCRETE MASONRY SW Hamtel5t o I z. L 0 VI UNIT GYPSUM BOARD 4` SW Bond St \ J--/ �� Sc SCHEDULES 4 NOTES TABLE 18.530.2 sWniderst g e SLI FOUNDATION PLAN ///��/� METAL wywyyy BATT INSULATION INDUSTRIAL DEVELOPMENT STANDARDS SWDurham Rd.: S '°4rOJe A. 51.2 ROOF FRAMING PLAN (�/ STANDARD I-P Proposed Rao y 51.3 PANEL ELEVATIONS 1--L • Minimum Lot Size None None �, most 51.4 SECTION r____//////, FINISH WOOD RIGID INSULATION -Detached unit N T�gald High x,,00t 52.1 DETAILS -Boarding,lodging,rooming houseN 53.1 DETAIL +�- Minimum Lot Width 50 ft. 50 ft (1) (V Minimum Setbacks @ 3 4-4.1 N zs° ' z-Frost yard 35 ft. 17.5 ft. 1-Side facing street on corner&through lots 2Q ft. 20 ft. -Side yard 0/50 ft.131 0/50 ft.131 -Side or rear yard abutting more restrictive zoning district 0/50 ft.[31[+l 0/50 ft.131[41 R V-Rearyard ITE LOCATION /// III - Distance between front of garage & property line abutting a public or .� dLirnan, �,,. GENERAL NOTES Of (kI P\ ° private sheet. r Maximum Height _45 ft. 45 ft. • 3 Q`a a° n Maximum Site Coverage 75%(5l 75%151 `,,.ao N ; s al 1 l�L 1. DEFERRED SUBMITTALS SMALL BE n� Minimum Landscape Requirement �25%161 12.5%[61 FSVOIr `�� o SUBMITTED TO TI-EE ARCHITECT FOR 0 f.� [1]The provisions of Chapter 18.795(Vision Clearance)must be satisfied. r. � REVIEW �E OSSG 10�.3.4,2. O [2]Includes all buildings and impervious surfaces. I3JNo setback shall be required except 50 feet shall be required where the zone abuts a residential zoning district. , \ �•n 0 [a]Maxi Development in industrial zones abutting the Rolling Hills neighborhood shall comply with Policy �. }D EFE IRRE D SUBMITTALS� (BIDDER D E S I CSN) l`J' �7 [5]Maximum site coverage may be increased to 80%if the provisions of Section 18$30.050H are satisfied. I I E CI--E./E L E G.�I-I V AG�IRE-SPRINKLER E to ) [6]Except that a reduction to 20%of the site may be approved through the site development review process. ., 1 SYMBOLS BUILDING LOCATION PROJECT TEAM 1 DETAIL NUMBER 1 / 4111110 SHEET WHERE DETAIL IS DRAWN NUMBER ARCHITECT: MI DOOR DAVID BISSETT ARCHITECT, PC Q •4 10940 SW BARNES RD., *101 1�ET,L L. © I PORTLAND, OR 9-1225 CITY OF TIGARD ® ( 03) 341 -4445 Approved by Planning KEYED NOTDate: / f ? SECTION NUMBER D�4�ID�'�D ,4,QC�-I.COI�I 1 initials: 1'I A 4 CA) LETTER FOR WINDOW TRACT A SI-iEET WF�ERE DETAIL IS DRAWN I 4 �� OWNER Revisions JJINDOL,. a �mmen.. MISSION HONES NW LLC SECTION BUILDING 1 %,■■■■► -� DETAIL NUMBER • ■■■■��' SPECIAL INSPECTION REQUIRED ,�■■■■ ;. - P,O. BOX 1&89 *1r■■■■�' . + State of Oregon Structural Specialty Code LAKE OSUJEC O OR 9-1035 ta . ;��orr- SHEET WHERE SECTION • REV (503) 381 -3153ISDRAWNISION NUMBER 1 • PARCEL 1 CO-[;oncr and Reinforcing Steel • its Installed in Concrete I I �• GENERAL CONTRACTOR E ----- � ❑ Special Moment-Resisting Concrete Frame 171)---------"------- N r ❑ Reinforcing Steel&Prestressing Steel Tendons JOSEPH HUGHES CONSTRUCTION AREA TO BE DETAILED OR ENLARGED , tructural Welding 11125 SIU BARBUR BLVD. DETA L - ENLARGED PLAN REVISION ❑ I-ligh-Strengl7tSolting fi�Oi�TL�4ND, OR 9�21�❑ Structural Masonry (503) &24-7100Drawn By dl,ecitea BY ELEVATION NUMBER I *•* ❑ Reinforced Gypsum Concrete AILSTRUCTURAL ENGINEER TA D13 AN a.4m0/BS Al ❑ insulating Concrete FIAPnoHrct Number 0 4NTERIOR ELEVATION KE1' SHEET WHERE ELEVATION IS1 �1 40' ❑ Spray Applied Fire-Resistive Materials HORN CONSLILTINC ENGINEERS Durham Square SHEET WHERE ELEVATION IS DRAWN DRAWN ❑ Pilings, Drilled Piers and Caissons - 9320 SW BARBUR BL YD. #135 issue Date I 111 11:11:::ishotcrete PORTLAND, OR 97219 6/28/11 INTETAG RIOR ELEVATION ELEVATION . ', ❑ Special Grading, Excavation and Filling ( 0.3) 892 -5 7 82 Drawing rise Name 1 Durham Square Bldg 1 202 E3I � ❑ Smoke-Control Systems . ❑ Other Inspections CIVIL ENGINEER Sheet Number ROOM NUMBER WALL T'I'PS ' WESTLAKE CONSULTANTS Inc. LOCATION OF DETAIL ON N 15115 SW SEQUOIA PARKWAY #10 SHEET WHERE IT IS DRAWN 1 D JRA „d 1 NCS T f TLE • SITE T IGARD, OR 91224 C5 l (503) &84. 0&52 A2.1 SCALE 1 I 12' le / l'elm 0 6ill = 1001 - 011 0' 25' 50' 100' / DRAWING TITLE PERMIT SET DBAec © Copyright 2015 \ GENERAL NOTES:/ � ' • ,/ • D A. BISSE T '04 11,..i A. �` Y 1 I• Iiii,..'' .RECON / , /�/10EY NOTES. 1A1 ./ ' O 0ON7 - \ j/I \ 1 LANDSCAPE BY OTHERS. LANDSCAPE AREA 12 5% /' ::K::::;;.,.. I \� MIN. SITE REQUIREMENT. 21 PARCEL 1 3 ,194 aq.ft. O O .::.:::.::::..::: .....................................................:. LANDSCA E a A � 't 44� s .ft. 0 r � 0 0 2ID2A 12 5 N. UI MI Q 1 RE RED W / 1 / /'I PARCEL 2 = 34 212 eq.ft. V ! 0 LAN SCA a a 4 4'1 a .ft. / 0 � D PE RE i" q 0 0 � O 1 3 I e ! 3 ROY 12.5 MIN. P DED QU RE RED r W U HYD .........................................:._ ..,:::,,,,.„1:1m,,,,,..„:„.„. ri „,,,...:...,:,,!!! • ADA Pa INCA 2 RK 0 2 0 U O a s O :wz:::ALK :::: .�TRACTCO /A >».>;>;::::>:; , : : :. •: ._.w.> ti) > 0 I ::::::,-:..:.:::: •::..-::::.::,::........:. .-:::...........:.::_::.......:.:: :: v TI-MtW ST 51 X E P SS Q R E E DE RE 504( - 0 Q ) <///” 0 Lo �/ / \ti 6 PROPERTY LINE U AO ,, .,,.0..:..,..„,.:,,,,,,,• : -.: ADA RAMP 0 'CI- /./ r / CO O8 CHAIN LINK FENCE VFY, HEIGHt W/ BNSF RAILWAI' /. // 4",/47-,.., ;(49'14/,,,fit. L4/it � )/ iftif , j/• �9 '-sa' CE :CEL 1 ONLY i �- •/ / ., ,, r� STANDARD 6' HIGH POURED CONC. CURB TYP ,...........„...,.. :/..//0 '2 PARKINGSTALL WHEELSTOPS -TYP. ,4LL HEAD IN • SP ES , III c)41) \svo • k4:i:K:w:� } 1 -0' TALL POLE LIGHT DOUBLE HEAD - NO GLARE / l �,, ::• 12 SHIELD 1 ` / '#`` BUILDING WALL MOUNT LICxHt FIXTURE - NON GLARE ' > o 13 SHIELD ,/;%/ '`<>` ' • 14 BIKE PARKING INSIDE 1=3UILDING PER I8.'165 O50 O TIGARD BICYCLE PARKING DESIGN STANDARDS - (2) • _ ..::;:...... ; RACKS/SPACES !N EA. BUILDING. / . .. 15 PROPOSED VARIABLE HEIGI4T CURE, 18" MAX. } Uo PROPOSED LOCATION OF WALL Z _______, IZ PROPOSED FENCE 1 -0' OFF PROPERTY LINE . / / ,,,/,, , ''":":•-:-.Eiremiiii:B.''• <1, • 18 PROPOSED FENCE ON TOP OF CURB —I Hi Py. (11 I '-—`-� • Q' ® > O PR POSED PEDES RAN ACCESS ( -- IY N Q � N �` `C�'J PROPOSED EMERGENCY TURNAROUND / RECONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE, 1— Qi a N // r� / J 21 RIGHT IN-RIGHT OUT. NEW DRIVEWAY ENTRANCE TO PARCEL SEPARAT[O LINE MEET ADA SPECIFICATIONS / Mfr._ \ I < is } 22 FIRE HYDRANT �' 23 DCDV 1_.1 / /� 2 ) FDC --I <1: .9 0/ > <1: a (s) ,4 . .../ ti, I , iff it Q o .. 1 ---,. 6' .,,,////' ..,- \, 0 Q:c 4_„,--d,t, ...„--- & . . > (21 ii) () r- 1lel TRACT A _ __ - G.1 /` 0 • /',/ z�:_:..d: :`2:ii::i,:i:ii`3�iki'�ii )s}.,.:!:::.}: :: : ' :i::.. • �.r.r::i•`ri_:S';:isi7E:ff _r�•?`�kca:':i�°v`iS:dSiiivk:. 1 go 0 49----- -awk — Revisions :«'>. • BUILDING 2 k(D 0 /, 7 Allli�ll� CI tau w,....../..../r.1:ghw .„0„„, eat // . ... ............. ,. e .7 ...„: __.....„.,,,, .. 0 ..: `.'"..i ..,„:„:„:„::::20..), , ' -,-,,R.,:,,-.:?,-„:„..„:„.... . _. .:,,,;::::::::,. .. -7- CI ' Checked By iDrawn SY :1 0 . " • ri TA 01E3 »::>::: ,....., ,..:.::,:„...7_....:,:,:„„,,, N i;:`' I • ;::.::ma:: - Project Number 1 0� � SITE � Durham 5c�uare :: ,..,..„,:,,,....•,:::::„:„.:.....:::. CDlesu. Date ,�` ,,..:• AN • u 30' -0"n 0' "1' 15' 30' i28/l C /• Growing File Noma C i/ ; Durum square Bldg. i C • 4 1 . 1 Sheet Number ,:iv PERMIT SET::K:::::.:::::K:i::i::::.:,...... E3LtDG- I DBAPc ©Copyright 2016 r" / ......*%s%...\. ,..., . , / :, / • , GENERAL NOTES: -� �� a alssErT` 'G „,,,,,, .T..,bh. j•' .' •R,GON .4'ph) -.......,..,, / ..., ..... ---....s...,...,, • KEY NOTES: OF 040$ / O LANDSCAPE BY OTHERS. LANDSCAPE AREA 12.5% V MIN. SITE REQUIREMENT. f a ra PARCEL 1 = 3't,#94 aq.ft. 0 LANDSCAPE AREA = '1,446 eq.ft. 20 0%X12 5% M . REQUIRED U // .„ PARCEL 2 = 34,212 .ft. ` LANDSCAPE AREA 4,54'i sq.ft. ... .., iilip.„7"\t % 133% PROvIDED512 5% MIN. REQUIRED M W `m om. 2 ADA PARKING — 0 11"1" -0 01/4-) O TRASH ENCLOSURE _ 'p 0 "� 4 6'-0' LONG. SIDEWALKC.) > 0 ,/ ��►- TRI-MET WEST SIDE EXPRESS0 < 13 OC:a / :•::::::•::::... b PROPERTY LINE I ) <: d- :::::?; . 11 ADA RAMP .�- ...1111 .�- CHAINLINK FENCE VFY. H IGHTWI NSF E E RAILWAY I ./ 0 ::.:*:'.ss,.! $ EB -ra 1 Nzt ..........-....,...: \ . 9 4'-01 CI-IAIN LINK FENCEATPARCEL I ONLYJro N-)p ,,.„•¢+• : ;..:<;:;;� .. . } :.:.. .. .. 0 STANDARD b 1-411-41G1-1 POURED CONC. CURB TYP. 1 i 1PARKING STALL WHEEL STOPS -TYP. ALL HEAD IN SPACES Ill OIn 1 HYO 216 -0 TALLPOLELIGHT DOUBLE H AD NO GLARE SHIELD 3 BUILDING WALL MOUNT LIGHT FIXTURE - NON GLARE RE JW SHIELD nO ::�:::::: :: :.�::, ............................................................... ...•....:.........:.::... ?} � BIKE PARKING IN51 DEBUI BUILDING PER 18.1 65 0 5 0 Lit TICARD IGYCLEPA PARKING DESIGN STANDARDS (2 ) ." / •• ' 5RACKS/SPACES IN EA. BUILDING 1CL>-' 0 '\„--) I iiloo. e •I / � PROPOSED VARIABLE H ICHT CURB #8tMAX. 16 OS LOCATION OF WA r� PROPOSED LL tr O p O W � ? O PROPOSED FENCE 1 - 0 OFF PROPERTY LINE13 -13 PROPOSED FENCE ON TOPGU 0 PR D E E RB OF I l. . 2©1 ® • Q a. Lli 19 T IAN ACCESS7 in ..--- ce:::::.:.:.—y.:.:::::.:.:.::„.:.7 • > PROPOSED PEDES R C (V `:::::, > ® PROPOSED EMERCxENGY TURNAROUND 1 TRACT A -- / BUILDING I / 13 RECONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE, (�/ 21 7 024 cc F GROSS\ : : .` �7ICsHT IN-RIGHT OUT. NEW DRIVEWAY WAY NT NC TO l / 0 � > O R R E DR E ENTRANCE E (1- 1 : : : I MEET ADA SPECIFICATIONS. • FFE 138 tet- 4} 0 I i ::r' ? 22 FIRE Hl`DRANT t r E s-- /''� frvo, i I i 1 (11 ? in co I— n 1� , 1:;.. : ‹_ __:_i__ _____ 1 J - '' : ':: •' > 24 FDG • Mr \ 10 \\ .............:.,-..4*:::::::::.:::::'::::''''::::. / \e le ....... 0 / \ ::::::::,: 9 it PARKING D Q / c \ ........ :::.. .:'`:` 24 REGULAR STALLS - 9'-0'x1$`-0' TYP. ��•�� 3 COMPACT 9'-0'x15'-0' TYP 2 ADA - 9'-0'x1$'-0' TYP WI $'-0'x1$'-0' LANDING el • :::;................:::::•:;;.;,. • 29 TOTAL = 4.1/1000 RATIO .................... / ./ ;:l / AI ................. . nor / :: ..... .::::::::•::•:::::::::::::::. / /� ": ::• Revisions ;/ A 11/15/16 / / _ __ ./ / / /. \ � ...• / /: 0 . / ': / , Q„sr. :::::::::::::::::7::::::::;„4....' ' . ." PARCEL SEP . RATION LINE / ::....::, c . :. • n ByTA Checked BY / / Project Number . ; ; :;. Durham Square . '`�1''' 0 Issue Coca (. �:: 6/28/17 /7.;?,/' + • Drawing File Name / / • N Durham Square Sldg. 1 / RV** • / / 1 Vf j... I �L�-.•M FL Sheet Number p 0` 5' 10' 20'4iOO�.. 7 } / /• 2 / i... r PERMIT SET 5LDG. 1 ©BAK O Copyright 2016 ------------------ I r GENERAL NOTES: ` . 0 A. BISSEn' 1. SEE STRUCTURAL 62.1 4 53.1 FOR WALL CONSTRUCTION "`y 2-23 ,' " INFORMATION r 011 Y14,i' /r6...7 4 /•- 0: •RECON 4:7' _ 10),k, ,044,ti. I- - 0 0 1 C) H v V ffiwE2 H a O — _._. Z --a A A4.1 /�` "� > 0 ,45.1 Q I ° <140}-0' 0 a k213 / / in 55'-8' 12'-0' 4'-s' 12'-0' S5'-S" 0 E / / / / / / FIRE WATER STUB / 6 -0 / 12 -0 1/? / �-- SANITARY STUB �� WATER STUB • �) ADA RAMP _ \ \ \ (1= . , =7) I \ / II A \ / , \ / I / \ \ / /\ I /\ ROOF ACCESS ABOVE // \\ • I / \ I / \ m 0 \ 6. _ \ BUILDING 1 DN , 6 ectl in E CV int n 7,024 S.F. GROSS �� F.F.E. 138'+/- r 137; 1111, 1' p 1 A4.1 1 0.... 1 'X UQ) O. I . 0 coQ . () D 9 W. -® ®• a `� ' -41 • STRUCTURAL POSTS TYP. •e r� c) SEE 51.1 F �t Plihkco _ ''? L., , c) , ,413. © ® ® ® 101 © e �S 1 Q 4'-0" 12'-0' 4'-0' 4'-3' 12'-0' 10'-0' 12'-0' 1'-3' 10'-0' 1'-3' 12'-0' 10'-0" I2'-0" 4'-3" 4'-0" 12'-0' 4'-0' / / / / .f / / / / / / / / / / / / / 20'-0" / 101'-0' 20'-0. / / 14V-0' / / A Revisions 1 FLOOIR PLAN A2.1 118" = 11 _011 m' 2' 4' $' Drawn By Checked By TA 05 Project Number Durham Square %sus Date 6/28/1`1 Drawing Fife Name Durham Square 81dg. 1 Sheet Number 2 . 1 ._ PERMIT SET 5L1"" G. 1 DBAPc ©Copyright 2016 i GENERAL NOTES: ' i . D A. BISSEIT/ 015 1. SEE STRUCTURAL 312 FOR ROOF CONSTRUCTION INFORMATION es. • 2:23 / lr. F.- (Y:REGON "'"1I '' OF a ' I--- c E F-w- a Q w (j) I.) l M Ill 2 E E- -0 Q a - © 0 ,,,,,.,, Z -4:21 .0 > U55L. < ir -C9 < CD 4 n LO i 0 ..:1- -4- . 111 t 1 A>;.1 • O WALL LIGHT WALL L ICGT lkr r. De - B \ / 1VW \ r \r 1 \r 111 111111 11111111111 // \\/ / \\ I 131 3'x3' ROOF TOP ACCESS f 1 ROOF TOPMECN. EQUIP. Z I (4 UNITS * 500 lbs. ea.) t crli 20'-0' 20'-0' 30'-3' 4 28'-4' 20'-0' / 20 -0' / z D N WALL . E l�-t 1- 4 _Ia_ M AI ur- n n � n 0 44- j n w w w O co CI °L d) Q 0.% IL p krn ,19 .4.(y. Ems - • WALL LIGHT Alikk - WALL LIGHT Ati, Q CANOPY BELOW •• /\ CANOPY BELOW Revisions A 11lla/l6 } fRO OF FL4N 43.1 11E3" _ it _0" 0 2' 4' s' filielli= i/ Drawn By Checked By TA DS Project Number Durham Square Issue Date 6128/1'1 Drawing File Name Durham Square Bldg. 1 Sheet Number A3P1 PERMIT SET 15LIDG. 1 DBApc 0 Copyright 2016 I 1 ' 1 GENERAL NOTES: eD . , ., 1. SEE STRUCTURAL S13 FOR WALL CONSTRUCTION INFORMATION .. D A. BISSETT 0 • � 2=23 / �/• 't •REGON 0 0 0 0 0 0 0 0 o 0 0 gee A 1 I 1 6 ANI"") ..._ _.,...... A , , 11111111I111111I1111111111'II111111111111111111111111i,1111111, rt-P. OF 0 K Y . 1 ` 11 IIII , E NOTES 1.I':i1' 111111111 r11'1 1,1,1111 1i '1 III ,' 'I . r IIID II �'�'� II; '1 I'I'I 1't'i 11;x;1 11111 _ t - -_ 1181 IflllliiIItIIIl Illllllllll Il Illll IIIIII llil II 111 "i tl [ Ili [ 111111111111llllll1111Iltlrllilll11111111 [11 1 111111llilnunmmnnmunu 11111 I 111111 1111 1 I 11111 IIII J � ,111-1U-,1 � � =-===='�=--■------==-----.a----•i 1 I 1 1 1 1 1 , I 1 I I 1 I , 1 L 1 I I , 1 1 I 1 1M 111111111•111•1111•11111•• I :1:1:1;1:1:1.,'1:1:1, I I 1- 1 ( , '■-t.T.M1 .---- • --•11ALIF.1•111111111111•1111 /1111111•07 =-- --- _ .I_r--_rrrrr___rr_rr__rrr_ f f I I I , I I , I I'I'1' I I'1 I'1 I'I ,'1 'I 1'I I'L'I 1'1'I'1'1'I 1 I'L i I 1 yy 1�'1 1'I I':, 1'1 I'1 , l L' •■1' 1'1 1'l I' I'I'1'1'1'I .____r.1___r1 .- -.1_r___. - - - - ._____I.___I._____________.._ I '1'I i l i l i 1'1'1'I'J'1 1'I'I 1'1'I 1 1'I I L L'1'I'I i l 1 'I 1 1 1' 1'l','1'r 1 1 1 I f l I ! I' ' 11 l I 1'I'I �'i I I I 1'I'I'1'I'1 I I I I I t I I�'I I'1'1 1 1 1 1 1'1'I ,IJ 1 I I' 1'f't'I,_wr_r_�rrr- -1 .rl.rrrr_ --r__.1-_-..-_rr_-_____r_rr____r I I r l 1 I I'J' 1 1 1 t t 1 I I 1 'L ��'L'1 1'1'1' '1'J l l I 1'L L 1 1 '1 I I L'1 1'J' �i 'l'1 1 J'J'J' J I t f I ) .___r-••___-I .- _.Ir____. 1 1 ------1------------------••-----•I'I I� I 1 ( I ' �'I I'1 '1'1'1 I'I'1'I'1'l'I'I' 'i 'I'I'I : , I� ( 1 , 1'1'1'!'1'1'1 I 1 i , , I ,� , 1 , �'� �, T'[��'I'I�'1 , I ( I'l ( I !'l�'I'1'I'I'�I' ' �'I ll'I'f i�ilil'I'I'I it �I'1'1'I ( II'I '1'� ----------- -• •-1-r-_-- 1 STOREFRONT WINDOWS 12 -0 HIGH - ti E ------'------------------------ I I , l 1'i'I' I 1 '1 1 1 11 '1 I '1 1'1'1'1'1'1 1'I�'I 1'1 I 1 1'1 , 1 1 1 1 J 1 l I J 1 1 1 1 1 1 1 1•______..____. __. . _.I_____. o IIi iI I 1lI 1 I ir I Ir I I - _— _ MOM _ —_ —_ —_— -- _ _ __ _�— - _�..r�_-1 .______r_-_______r_____- _---_. --_ -- --- � ___-.•_-_rr__-_r___-_____-_rr_r_--r_ 1___r_.1__u___r__r__________r___.-___-_______r_______rr-r__rr___..___r_-r__________ ___r_._ __i_•1�__ -_ _ ___________________rrr.mi____.1 1 1 1 1 1 11 I I I I - r' --_--r_---_ ,- —I r_� F-------------: 111 =======—=--===========-= GENERAL NOTES: eD , ' .,. D A. BISSETT LPAR4�'l;.TI. �� a /,--,.: 4.i.-(4, EGON 0 IMF IA) 14t ,..M_PARAEET _ —_' 1 Ir-- _ _ .Q. PAR__- I. APET KEY NOTES: 0 t I I I II l&----- SLOPE - i' per FT. T 1;1 i MAIN ROOF SYSTEM: FULLY ADHERED MINERAL [__ _ - SURFACE MODIFIED BITUMEN ROOFINGx OVER 3" j— aO ---- �. �� POLYISOCYANURATE INSULATION (R-20 ct MIN.) OVER L • C3�\ i it 1 III p p PA LIII lir al lipp rA i ii rAi 4 Li p :# � _ f PLYWD. ROOF SHTIG. SLOPE MIN. 1/4" PER FOOT (SEE e. -- (1t STRUCTURAL). 20 yr. MIN. INSTALLATION WARRANTY. tV) I— o '.: 4141661►1 i 2 3 1/2" BRICK VENEER (VENEER TO BE CONNECTED TO V ) V O — ;;1 B.O. RO STRUCTURE AT LOWS IDE O BLDGFRAME W/ SIMPSON BT TIES • 24' O.C. EA. WAY.) W O 1►. 0 l WITH 1" AIR SPACE (SEE ELEVATIONS) OVER IYVEK I - E 1�I WRAP ON 1/2 PLYWOOD SHEATHING (SEE II.. -0 O 0 ii �i \ 111 I SBERGLASS)BATT ON �INSULATION IN STUD CAVITY 9) U 0 66 TO. STOREFRONT �; – 'III © 1 T.O. ROLL-UP 2008 3i' CONC. SLAB-ON-GRADE WI OPTIONAL 6x6 10/10 +I2'-0" um +12'-0'' \ W. W.W.M. ON MIN. 4' COMPACTED ROCK W/CONTROL ,r' (I) > O I1 JOINTS. < Q X� SLOPE .125' PER 10' TOWARDS OPENINGS IX III '' < CO O ,, BRAKE METAL CLOSURE I I T TRIM - DARK BRONZE t CO 'Ci- 1 I /� WELDED METAL CANOPY AND ROD SUPPORT, vPAINTED. Oji 1 I� 1 HVAC UNIT: 5001b. (3 TON) WEIGHT, VERIFY WITH 10 7C-THr.0 BIDDER DESIGNER j ( 0 STOREFRONT WINDOWS - DARK BRONZE W/ GLAZING 1 I CLOW-El . o ' I 1 0 0 0 jk LtHEL CDXOR OSBPLYWOODRODETYP. BUILDING GRADE LALL PLANS, SEE STRUCTURAL DRAWINGS. In y .... / WOG' •01 ._ _c.,.,=e ,---,---,..--7,.- .r"?.._ _> ._^�...� sY�iii z isem. r.r .- �►�i3Y'1r•v -144,14014,44, "' r'•• • ''•'~•-A 0 FIRE BLOCKING IN STUD SPACE AT CEILING AND OR •.Y.•.i: Ngs_• �ff7 .N.��•y� AT 10 0 INTERVALS FROM FINISH FLOOR .14 •see-....-t....1.►.� ir.t.•.-..•.f•a t�yt•-. ••�Y••�. �►t•t••t.- - •_,_•.• _•_.••.. ••et•i' L. —• ..t. � ,.y;.,• 1........":..;;:•;NAz:tt:t*Sql.;_ i� INSULATED STEEL SECTIONAL ROLL-UP DOORS. 12'-0' — — HIGH TYP. __J i f:: FIBERGSECTION ION ii STRIP DRAIN .) 1/4" = li _�u 0' i' 2' 4' C • Pie126=i T -0 -6 Oic T DCCVf8A E V U 1-1.--; W I I 0 s.... � Q DOORSC— DUL WINDOW SCHEEDULE DOOR & WINDOW NOTES: z 'tsQ iv NO. SIZE DOOR FRAME NOTES MARK SIZE DETAIL FRAME NOTES3 .Li_ 4 WIDTH NE1C:11T TfFE THICK CORE MATT. FIN GL RATING MAt'L FIN DETAIL RATING IUIDTN HEIGHT MATERIAL FINISH-I 1. ALL DOOR HARDWARE FINISH TO BE SATIN STAINLESS STEEL. �(J 101 3'-0` e'-0" SF 1 3/4 - ALUM DB TEMP � .. SF DB BY SUPPLIER - ADA ENTRY LOCKSET BY SUPPLIER '_ " '_ 1-� A 12 � 12 � BY SUPPLIER ALUM DB 12 PANEL PER ELEV. 2. GENERAL CONTRACTOR 4 DOOR/HARDWARE SUPPLIERS TO � � V lI- 102 3'-0' "i'-0' HM 1 3/4 - HM PT - - HM PT BY SUPPLIER - ADA EMERGENCY EGRESS BY SUPPLIER 8 121-0" 121-0" BY SUPPLIER ALUM IDS 10 PANEL E'ER ELEV. PROVIDE DETAILED DOOR 4 HARDWARE SCHEDULE, SPECIFICATIONS # CUT SHEETS/SAMPLES FOR APPROVAL PRIORca g TO ORDERING MATERIALS. l 103 12'--0' I8'-0" r 3. WINDOW SIZES ARE GENERIC, VERIFY W/ MFR PRIOR TO FRAMING. 0.ABBREVIATIONS { ALUM ALUMINUM DB DARK BRONZE PT PAINT SF STOREFRONT HM HOLLOW METAL Revisions Drawn By Checked By TA D$ Project Number Durham Square issue Date 67/28/11 Drawing File Name Durham square 81dg. 1 Sheet Number /\ Si PERMITSET LDC . 1 DBAPc 4 Copyright 2016 1 GENERAL NOTES. . D : • „- D A. BISSETT, ,t...4, • 2.23 fi - // • I 40) „i!'40eel/.AREGON # -fp,,„ ' 4 OF 00 KEY NOTES: 0 MAIN ROOF SYSTEM: FULLY ADHERED MINERAL EN- o E SURFACE MODIFIED BITUMEN ROOFING OVER 3” 1-- 0 POLYISOCYANURATE INSULATION (R-20 c1 MIN.) OVER 1 1 i a. 0 PLYWD. ROOF SHT'G. SLOPE MIN. 1/4' PER FOOT (SEE LII , STRUCTURAL). 20 r.*. MIN. INSTALLATION WARRANTY. ....0 ' V) 1." 0 An C3 1/2" BRICK VENEER (VENEER TO EBE CONNECTED TO V) U L. 0 BLDG. FRAME W/ SIMPSON E3T TIES 0 24' O.G. EA. WAY.) WPM) 0 WITH 1" AIR SPACE (SEE ELEVATIONS) OVER TYVEK0 WRAP ON 1/2" PLYWOOD 51-1EATI-1ING (SEE III III !..• ID E 4•VVIAL STRUCTURAL) ON 2><E3 STUDS 0 It" O.C. PROVIDE 1- 10 r . O. ....... FIBERGLASS BATT INSULATION IN STUD CAVITY (R-13). 0 Inn @I „ r ' I 12) .0 BP CONC. SLA113-0N-GRADE WI OPTIONAL g>xE, 10/10 . "0 0 - r \ UJ.Wil. ON MIN. 4' COMPACTED ROCK W/CONTROL >, U JOINTS. > 0 F4 \ 0 0 A \ I I SLOPE .123' PER 10' TOUJARDS OPENINGS 401t. Ce (3 < ..,... -0 00 v--, AA!—__.................°'----"4 ..... ____,,,,,,_____i•1•••• =::.• 0 < 0 Aillhala 0 DRAKE METAL CLOSURE v-- ..--`... ......-..-... I 1 L.. -. rel cs': ' 1 / All All TRIM - DARK BRONZE in •ci- , .--- 0 WELDED METAL CANOPY AND ROD SUPPORT, 40 PAINTED. 0 4 , e r A ::::-.-.lie I C.:,,, HVAC UNIT: T5s0:01NNIE10:.0(w3 Ts ON) UJEIGHT, VERIFY WITH 4r--- r A ✓ so, J iil tO"cf" 4 ✓ 1 €111 --------------41141111161111L • , A 1 4 C7 56:EEZNE ." DARK E3RONZE W/ GLAZING (LOW-E) In 01110"4 Aka* A 1111 0 7j&I.37 r al 0 ii cox OR OSE3 FLyw000 ROOF DECK, TYP. BUILDING 10 Akin' A I "."..) 0110'14 SHELL ALL PLANS, SEE STRUCTURAL DRAWINGS. . ISFYISFT r7 - •••••.•• •.....1...,,i 1111.111111111% le 41111°'4 % ii, „ • 40 FIRE BLOCKING IN STUD SPACE AT CEILING AND OR A • — — ,,,....„."--... ilkial AT 10'-O' INTERVALS FROM FINISH FLOOR dirm9 r...4 r 0.. 0 wINI5GUHLATy-rEpl:>. STEEL SECTIONAL ROLL-UP DOORS. 12'-O' tp ,,,,......... r .i ✓ 4, al ,...1 ill* .....-1 I I SIM ill .II ,M 11 STRIP DRAIN 1 r 1 AIOW . KID A I II 1 <IE I 0 CONTINUOUS RAIN DRAIN Z I J IF". 1111 ... 0 R-21 INSULATION al --(5 Py 16...... 04....... Cr% I I ei D C\I 1 1 E c\I L -1 r 1 J T) 1 a i 1 II z 0 n 0 I i--- D 9 rvCA <1( 1 1 1 I .......„ 1 1 1 0 I I a.... - I A, II I I I I I I I I II I II e 0 -. WWI ANIIIIIIIIIIIIIA ' - . ,. ' .... .., _ ... ilierglitWelliit*I4Wir r-Aiir-41,4a. 'Ii. ..kiiir-_,Jiortir-AtIr- -.1,-..tareSrip*WeVAnrfalV47070:14rengir4047Kgritreginc**41 *Tier "r4t,414,40•k—r4P14t .41" MIP,04.41M.SAPPIPaika; 0.,...os.40.1.0,70.0.4.0r-4,r..t.0 , gwv.tiatit-, 74-7,roart 40,0-4.04r,•04",,,,001~4r -•••-••••;;4010114.--1 ii.14120.--.2111' atilkillMilkilki OPOINVIPSfiiitiPatiPOPMPA Revisions 4-r-r4orgr410:0-4.00.04 williroFlower-Fig ,074-Tiliftitatt,ev 40:404otest-,01.-1,0t0c.0-4.0,4"f -1.-0z0:0;;04:04-,0110 IVAP:01-141,4* 404440:4004 ;00,4020,4a7•14, ,04;041.,..:, ielii:0047•S'Siii" 11,-OrrAft-Alr- Llip„..L„,.,..a...4.• t iO4.4.4.4stmr.T.sot,,,e",.........r4. '''''''71111.0411PS.404014,111ti. 4.11.041:02r4 tri Oter•rter'• IP."... 44,•te•re,440.41•1014,041 e Aire**ft 10-70,471tal itorOtairlItitrietse-4,0*-4ir 0:00.04 dve% ii.:04041P0frettiOi; ,erviitorattli %IT St"oloritir-oitTWAremderllfr -0,0P4P--.0404,1P1,41411 dizlizAtzt 41114.404 ii.40411P404,04114; ittillOP Yea&1/471400400/1104/4"4"4 **11:4440iiiiiVA10134101043-VVP dv ... ,w ei. 4IP 004;., 41/0, aP, a, AP' AP. 4111 i;, AP• I, 4";j wit*ft Pli riatigArtalea,gj jit rettfigt ,gli-gbArgriNse-400%,..w6r401040-4'star-ca"It'sfteirt...r40,410is Ofr,g,Z04;040,00,04:11/004.041114,4004:04,11PAIP Vt-4Traelogottlta&41-,i0-4*:41.4tTar--41-404t-,4' 0,1P-Ir•W•V--W•IPA•wili-•er-•-••••••.,-.Avi, 49110000004.444***POP weiiireeoliiireerSiioriptiiotticui**40,14-4.4kir-' 001110001:40r' atilatel — .....•16.40-4.11.40,01Ter-Ar-4,r,ork.o-se-,..-1-- -•,-,,,:•,,,,..er,,,,,,,,,t,,,,,;se.- 1,,„e".4,,,,,sir-,', .. .,. .... ... ... ... (1) FIRO\T WALL SECTION 1.--2. SACK WALL SECTION g Y 1/2 - l ' -0" 0' 6' I' 2' Viillii=ail li \ :,i)-1 1/2 - l ' -e" 0' '' I' 2' NIIIIMEICZJ Omen By Checked Ely TA 08 Project Number Durham Square Issue Date 6/28111 Drawing File Name Durham Square E3Icig I shwa Numtmw PERMIT SET !BLDG. 1 .. • . DBAec 0 Copyright 2016 _____ --------- ------------------ , ../ - \ 1----1 D A. 8ISSE1T 06 2=23 ` MEMBRANE ROOFING ,...'"" , fi OVERFLOW OPENINGS pft # fREGON zolF WATER PROTECTION PARAPET a EACH END 4?I BOARD FLASHING \ 9' ,� / OF N I— U E 3' l' W o. 0 SI-4T. METAL FLASHING r V J V 0 CANT BEYOND \ m W 0 E SEALANT "".... I.'. —€ 0 R-20 RIGID INSULATION TAPE -in 0 — CI val... _C. . r— c--..... \ som.. sm. 4:::)1 0 NE SHT. METAL '411 / COLLECTOR BOX U 5 0 Q .. ........ . .._ ' 0 < 0 01 � s _ to 0 '' 1-* 4- , __ i_________.\\ 11, 1.0;17- ' W / . 11) • o • R-21 INSULATION STRAPS - TOP, /11, MIDDLE, 4 BOTTOM izz 6'x6' 51-IT. METALk.../ 4111410.11111) dz DOWNSPOUTS Z f CA , __I -0 \ n ff (*() c(I cN SCUFFE I SECTION r ,A1.1 r/r� n .r i i /"(X/✓JT" Y/' 1' 2' 3' 6' � riLIN :=11 11 f— (L Q ELI 1 1_1 01, n tn9 ff / . (3 — 1/ f f / / t43' FACE OF EXTERIOR WALL i y \ E 1n 7, 1: r. , \ (71 x8' SCUPPER OPENING :t BEYONDOVERFLOW OPENING I / if ,i o N Q \ — I — 1 0 Revisions . \N N / \ II I I / 2 / fi f .-- 6'x6' SHT. METAL Drawn 8y checked By DOWNSPOUTS to D$ Project Number Durham Square Jesus Date 6/28/11 Drawing File Name j/� SIDE Durham Square 81dg. 1 FRONT Sheet Number 2 COLE -CTO 15O>< ELEVATIONS ,41-1 3 " _ i ' —e" 0' i' 2' 3' 6• 41 1 plienii— PERMIT SET E3LIDG. 1 DBAnc 0 Copyright 2016 GENERAL NOTES: D = ' ,2 1//7 ,�C COPPING BRICK SLOPED .� . . '� D A. 81SSETt NOTE: ;'. , TO DRAIN , 2-23 / S- / STANDARD SOLDIER WI ' / • GATES ARE TO BE ENCLOSURE D ON 20'-0' ;• •REcoN �' / SURF CUT, MORTAR JOINT FRONT EDGE OF ENCLOSURE WALL CLR / O t 150 SWING. it OF PROVIDE PINNED HARDWARE IN ' ✓� #4 TOP BOT OPEN 4 CLOSED POSITION ���/ eiD . , - ;. D A. BISSETT teS ' 2-23 COMMENTS CODEITEMCOMMENTS *R*lirOREGON CODE I ITEM I I I _ 4,- '� 2 Layers of 1.8"R10.2 Rigid Insulation for a Total Thermal Value of R20.4, GENERAL CONDITIONS ] Overlay with ISO with 112"6 sided Fiber Board and Mechanically Attach all 000110 ARCHITECT By Others V V� Three Layers with Screws and Plate Washers. Mop down a 28#Base Sheet, 000111 STRUCTURAL ENGINEER By Others 044 and(2)piles of Type 4 Plysheet along with(1)modified 601 cap sheet. Cants 000112 CIVIL ENGINEER By Others to be Reinforced with 660 Cap Sheet and Roof to be Supplied with 15 000113 GEOTECHNICAL ENGINEER Excluded 075101 BUILT-UP ASPHALT ROOFING Warranty. 000114 MECHANICAL ENGINEER Bidder Design INCL Parapet Coping,Scuppers,Collector Boxes,Downspouts and Cornice 000115 ELECTRICAL ENGINEER Bidder Design 076100 SHEET METAL ROOFING @ PERIMETER Cap and Moldings at Canopies Overhands Noted in Detail 1 on A3.1. 006103 MAINTENANCE BONDS Excluded LL..".1 t) E 076200 SHEET METAL FLASHING&TRIM INCL with 074605 006104 PERFORMANCE BONDS Excluded 077101 GUTTERS&DOWNSPOUTS INCL with 076100 006204 BUILDERS RISK Excluded 078100 FIREPROOFING Excluded Pricing Assumes Only(1)Tenant Space 007890 FEES&PERMITS By Others i 1 i 0 079201 SEALANT&CAULKING Masonry to Structure Caulking and Window/Door Caulking 013101 PROJECT MANAGER �,�j TOTAL THERMAL&MOISTURE PROTECTION 013103 LABOR SUPERINTENDENTt A U 013104 ASSISTANT SUPERINTENDENT ( j DOORS&WINDOWS 013203 PLAN REPRODUCTION r j'� . • a 081000 LABOR DOORS&HARDWARE Door Frame,Slab and Hardware Installation 0140012 SAFETY REQUIREMENTS �/ �/ Curries Hollow Metal Doors and Slabs with Hager Hinges,Dorma Rim Panics, 014002 WARRANTY REQUIREMENTS 014501TESTING&IBSPECTION SERVICES By Others 0 E 081100 STEEL DOORS&FRAMES Dorma Closures,and Door Threshold,Rain Cap and Sweeps. 2M 014502 TESTING LAB SERVICES By Others W W 083100 ACCESS DOORS 3'x 3'Roof Access and Installation 014503 LABOR PUNCH LIST -0 0 FURNISH&INSTALL: Q 0 2'2' (2 EA)1wide x 12'1"tall Wayne Dalton Mdl G 24 Insulated QH Sectional 014504 PUNCH LIST MATERIALS 015101 TEMPORARY ELECTRICITY D-24 gage Steel,Polystyreneolnsulation w\Poly Back Sheet rs 015102 TEMPORARY FIRE PROTECTION _C) -C Coker.Whitea015103 TEMPORARY HEATING Excluded 13 U -2"Track 36"High Lift 20"Radius 015104 TEMPORARY LIGHTING �•- -1 ea Side Lock 015107 DIGITAL COMMUNICATIONS > 0 -PVC Head Si andLo Jamb Seals 015109 TEMPORARY WATER < CZ 0 "� -Chain Hoist 015201 FIELD OFFICE(TRAILER RENTAL) 083600 OVERHEAD DOORS -Leaf Bumper Operation 015202 TEMPORARY SANITARY FACILITIES 0 015406 EQUIPMENT RENTAL 0 U.S.Alluminum Bronze Anodized Storefront Assembly with Low E Insulated 015408 JOB SITE SUPPLIES/CONSUMABLES • Glazing. Storefront consists of(8)Opening Measuring 12'x 12'with(2)3-0x8- 015603 TEMPORARY FENCING 0 Single Door Man Door with Medium style and 10"Bottom Rail Along with 015801 PROJECT ID&SIGNS 084100 ENTRANCE&STOREFRONTS Associated Door Panic Hardware and Closure 016602 ON-SITE CONSTRUCTION STORAGE 087100 DOOR HARDWARE INCL with 0811000 TOTAL DOORS&WINDOWS 01711020 SITE SURVEY SITE H REPORT By Others zit: 01712 017401 LABOR CLEAN UP • FINISHES 017402 PROGRESS CLEAN UP MATERIALS IIIPainting of Exterior Siding,Canopies,ADA Railing,and Metal Door Frames 017403 DROP BOX I DUMP FEES -4- and Door Slabs. Cost includes an Anti Graffiti Coating and Brick Locations. 017407 FINAL CLEANING Window Cleaning and Exterior Storefront CleaningIn 099102 PAINTING EXTERIOR Paint material supplier to be Miller Paint 017800 PROJECT CLOSE-OUT DOC. 099801 MASONRY SEALER Sealer on all Exposed Masonry TOTAL GENERAL CONDITIONSPo TOTAL FINISHES IP 0 SITE WORK&DEMOLITION 0 EQUIPMENT 111600 ILOADING DOCK EQUIPMENT I Excluded Footing Excavation,Footing Backfill,Pavement Fine Grading,Sidewalk Prep, TOTAL EQUIPMENT Curb Prep,Trash Enclosure Prep and Backfill,Building Pad Prep,and 023156 EXCAVATION Landscape Prep. Pricing Includes 1'of Rock for Rough Final Sub Grade. )1.---023700 EROSION CONTROL Silt Fencing/CBI's/Bio Bags MECHANICAL 025100 DOMESTIC WATER SYSTEM Water Tap,Water Line Chlorination,Main Water Line, Water Line Laterals Bidder Designed Assuming Standard Hazard Density with Electric Bell,Water 025102 FIRE WATER SYSTEM Fire Hydrant,and Fire Water Linesff. .___ , Flow Indicator,Tamper Switches,Control Valves,Standard Base Coverage 025300 SANITARY SEWER Sanitary Tap,Sanitary Main Line,Sanitary Laterals,and Sanitary Man Hole. Pendent Head Sprinklers and Overhead Door Pendent Heads,All Required 025403 GREASE INTERCEPTOR Excluded1 0 Seismic Hangers and Braces, Permitting and Design Required. Fire Sprinkler 025507 GAS SERVICE Trenching,Installation and Backfill of NWN Gas Conduit Sleeving Scope to Commence 5'Outside of Building.Also Includes Remote FDC and 026201 WATER DIST./FOUNDATION DRAINS 153000 AUTOMATIC FIRE SPRINKLERS DDCVA Storm lines,Catch Basins,Rip Rap Pad,Storm Treatment Basin,Storm Man ' z 026300 STORM DRAINAGE Hole,Water Quality Man Hole Install 6"ABS Underground out to 5'Outside of Buildings,Install 2"Copper 027505 PAVEMENT Assumes(1)Mobilization and the Placement of(1)Single 3"Lift E _ • 154000 PLUMBING Weather Line in Joist Bay along with Angle Stop for Future Tenant Expansion INCL(30)Parking Stalls,(2)Handicap Parking Stalls,(1)ADA Hash Markings, n Install(4)3-5 ton RTU Curbs,Install Gas House Lines to Units Only,All 027600 PAVEMENT MARKINGS (4)Compact Stencils,(2)ADA Parking Signs u 157000 HVAC Associated Engineering and Permitting 027700 CURB&GUTTER INCL with 027750 ['� ! • TOTAL MECHANICAL v/ _„j CODE I I ITEM I COMMENTS CODE I ITEM COMMENTS 1 ELECTRICAL One move-in included for all site work. No details for site concrete provided in /�`� n (Y. ,n19 161000 ELECTRICAL Install(1)400 bid documents as a Result Proposal Assumes City of Tigard Standard Curbing l 1 ca ) (NI including Standard Details 120 for Sidewalk,125 for Standard Curb,128 for V 1— Install(1)400A,208/120V,3 Phase Service. ADA Ramps,and 143 for Commercial Driveway.Curb pricing based on Install(2)200A,2081120V,3 Phase panels for(2)Tenant spaces machining all standard curb. Curb listed as"Variable Height Curb"per sheet I— Install(1)100A,208/120V,1 Phase House Panel 027750 SITE CONCRETE P400 is assumed to be a standard curb per City of Tigard detail 125, An allowance for 100'of PGE secondary conduit. Actual location is not known. 1 The available fault current was not provided at the time of the bid. It is 027754 DRIVEWAYS&APPROACHES Excluded at this Time due to Lack of Details Provided in Bid Set of Documents ` III tYff 164702 PRIMARY ELECTRICAL DIST. assumed that the AFC will be under 14,000 Amps. 028100 IRRIGATION SYSTEMS INCL with 029201 [` .; l 'n `j (� 325 Linear Feet of 4'Black Coated Chain Link Fence and 375 Linear Feet of 6' Branch circuits to be in EMT conduit and MC cable where allowed by code. All 028200 FENCES&GATES Chain Link Fence at Railroad Easement homeruns to be in EMT. 028402 PIPE BOLLARDS INCL with 027600 u_ 1: CI 0 Underground utility conduits to be PVC with PVC elbows. 028404 PARKING BUMPERS INCL with 027600 Under slab conduits to be PVC with PVC elbows(1)2 lamp,T8 strip fixtures 028701 BICYCLE RACKS Assumed will be Required by Jurisdiction o •0 9 f has been included near each panel as required by coed Site lighting consists of 028704 GARBAGE ENCLOSURES INCL in 033100 and 042200 (3)LED Street lights with direct bury fiberglass poles with photo cell control All 028901 PARKING SIGNAGE INCL with 027600 i 1 equipment connections to be single point connections 028903 LABOR SITE ITEMS Bike Rack Installation (8)LED Wall pack fixtures on exterior of building with single photo cell control 029201 LANDSCAPING Bidder Designed Landscaping and Irrigation System (>, (1 Excavation for site lighting provided by others. TOTAL SITE WORK&DEMOLITION (ii jj V/ All branch wiring to be in ENR conduit and MC cable where code allows. All kr) E homeruns to be in EMT CONCRETE (+� Spare lamps,ballast,and lenses have been excluded. 032101 CONCRETE REINFORCEMENT INCL with 033100 and 042200 +-s 0 Wiring to(4)208V,40A,1 Phase RTU units have been included. Control 033100 CAST-IN-PLACE CONCRETE Footings,Stem Walls,Reinforcing,J-Bolts,and ECO Pans LI I t' 164902 SECONDARY ELECTRICAL DIST. wiring by others 033910 SLAB SEALER Concrete Slab on Grade Sealer 165100 INTERIOR LIGHTING INCL with 164902 - TOTAL CONCRETE Z 1 165214 SITE LIGHTING INCL with 164902 167202 PRIMARY TELEPHONE DIST. Excludes Demarc Assumed to Be Provider by Service Provider MASONRY nisi- __.1This proposal includes all work associated with this scope represents our 040808 MASONRY REBAR INCL with 042200 vendors interpretation of the minimum code requirements for this project 3,410 Square Feet of 2-1/2 Standard Brick Verner,Mortar,HOG Wall ties, including:permit drawings,documentation,and fee's. 042200 MASONRY Weeps,and Final Pressure Washing. ei This proposal is based on the design for a Group I Occupancy classification TOTAL MASONRY We have not included any additional devices or system modifications,as may /ti be required by the AHJ during plan review. METALS tV� Central station monitoring is not included in this proposal Noted HSS Columns,Headers,Double Headers,Ledgers,Lintels,Canopies, 167210 FIRE ALARM&DETECT.SYSTEMS This proposal includes a(1)hour operation and maintenance session on site. 051200 STRUCTURAL STEEL Canopy Decks,Rods,and Turnbuckles. Excludes Cable Control Box or System Wiring Assumed to be Provided by 051202 STEEL ERECTION SUB INCL with 061100 167702 PRIMARY CATV DISTRIBUTION Service Provider 057200 METAL RAILINGS INCL with 015200 TOTAL ELECTRICAL TOTAL METALS CARPENTRY 061100 FRAMING SUBCONTRACT Timber Framing and Steel Erection 061101 FRAMING MATERIAL Complete Lumber and Hardware Package 061103 LABOR ROUGH CARPENTRY COMMERCIAL Revisions 061709 WOOD TRUSSES Red Built Trusses,Bridging,and Blocking per Plan 062002 FINISH CARPENTRY/EXTERIOR TOTAL CARPENTRY THERMAL&MOISTURE PROTECTION 072100 BUILDING INSULATION R-19 Wall insulation and Vapor Barrier,Roofing Insulation Included in 075401 072601 RAIN SCREEN INCL with 074605 074100 WATERPROOFING INCL with 074605 Weather Smart Drainable Weather Resistant Barrier with 9-1/4"Hardie Lap Siding.Jumbo Tex 60 Min at Brick Locations,4'x8'Hardie Panel Smooth at Roof Raised Wall Locations,4'x8'Hardie Soffit Panel Smooth at Canopies, Metal Corners at All Locations Noted to be Mitered,5/4"x 4"Hardie Trim Primed Smooth,26ga Primed Flashing at Brick Transition,Storefront Head Conditions,and Man Door Conditions,along with Base Flashing and Siding Butt Joint Flashing. All Storefront and Door Openings to be Flashed with 9" 074605 SiDING 1 HARDI-PLANK and 12"Fortiflash Self Adhered Flashing. Drawn By Checked By TA D8 Project Number Durham Square Issue Date t-1 i OL.TL INE SPECIFICATION S ' '41Y Drawing tf0 28/l 1 File Name 481 NTS Durham Square 81dg. 1 V112111111=11:i Sheet Number • AO 1 PERMIT SET E3LIDG. 1 DBApc ©Copyright 2016 /740 PRO r,, e,* . 2, N EF so2 51 SPE !'� I R ON DON. 12, N4 0D � N4 Expires; 6-30-17 A‘,. \ Ns: I 2 '," ♦rT> N � a CtV ' t ' s `1 >ad' E � w r STRUCTURAL NOTES 2 co oo � CODE 2014 0.6.5.C. C 2 m o pESIGN LOADS: u 2 5,1 1(c Ciii DEAD LOAD - A5 REQUIRED LIVE LOAD - 100 PSF L. c SNOW LOAD - 25 PSF O ns SEISMIC - Soo = 0.112 f. R = 65 cn - WIND: - ASCE 1 120mph 3-SEC GUST EXP.B SOIL BEARING - 2000 PSF PER GEOPACIFIC ENGINEERING,INC REPORT I6-4211 DATED 9/13/I6 ,-- REQUIRED REQUIRED SPECIAL INSPECTIONS: oliwtairm TIE SIGNATURE AND STRUCTURAL STEEL: SEE TABLE ON 50 $1 VALID TA 1 FfSE ACCOMPANIELOP•ENT AND LOT SPE EARTHWORK: TRAGItp cALBY A CUL4TICNS PREPAFED BYE HORN CONSULTING ENGINEAN WET STAMP APC SIGNAT€E ERS LLC BY THE ENGINEER WO*SEALED WITH A I. EXCAVATE TO LINES 4 LEVELS INDICATED IN GEOPACIFIG'S REPORT. vote APPEAR&CRTHIS SIEET.CONSTRICTION ALL FOOTINGS TO BEAR ON COMPACTED FILL PER GEOPACIFIC ENGINEERING. SMALL.BE PERFORMED C tY IATH A DRAWS*BET CONCRETE: APPROVED BY TIE LOCAL JURISDICTIaL I. REFERENCE SPECIFICATION- ACI 301.PLANT MIX PER ASTM C94. 2. STRENGTH; A. GROUND FLOOR SLAB- 3,000 PSI AT 25 DAYS B. FOOTINGS,WALLS 2,500 PSI e 28 DAYS 3. REINFORCING - ASTM A6I5,GRADE 60. LAP BARS AS SHOU•N ON PLAN WITH MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24"HOOKS AT CORNERS. 4. BOLTS: A. ANCHOR BOLTS - ASTM A301 B. EXPANSION BOLTS HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. C. ADHESIVE ANCHORS- HILTI-RE 500-SD OR SIMPSON SET-XP. SPECIAL INSPECTION REQUIRED. / \t 5. COVER- AS FOLLOWS UNLESS 51451401NOOTHERWISE ON PLANS. tM0LDOLJIY SC EDL.L A. CONCRETE PLACED AGAINST EARN- 3" B. FORMED CONCRETE AGAINST EARN 2"•C. SECOND MARK HOLDOWN BOUNDARY ANCHOR ANCHOR FLOOR SLAB- NUMBER STUDS THCK'N SLAB(6) EXT.STEM WALL(6) , b. FINISH -- PERIBC TABLE 11043 ARCHITECT 1. SUBMITTALS: (4 COPIES) NQ HOLDOUN REQ'D REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION A.MIX DESIGNS PER IBC 1903 B.REINFORCING SHOP DRAWINGS I. HDU2 (2)2x 551816 551820 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a IEC REFERENCE CARPENTRY: I. REFERENCE SPECIFICATION - IBC CHAPTER 23. 2. HDU4 (2)2x 6511316 $STB20 2. LUMBER - DOUGLAS FIR WIN MOISTURE CONTENT PER SPECIFICATION. ALL I. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: IN CONTACT WIN CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. • HDU5 (2)2x 651824 557824 GRADE AS FOLLOWS. APPLICABLE ASTM W 4. HDUS (3)2x 5571334 S5TB34 A. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS A POSTS AND BEAMS bX AND GREATER - DF.NO I. X MATERIAL SPECIFICATIONS: AISC 335,SECTION A3.4: S. POSTS AND BEAMS 4X SMALLER- DF. NO 2 OR BETTER SPECIFIED IN NE APPROVED CONSTRUCTION DOCUMENTS. AISC LRFD,SECTION C. STUDS - DF.STUD GRADE OR BETTER NOTES: D. PLATES t SILLS - DF NO.2 P.T.AT CONCRETE SLAB. - KILN DRIED DF.STANDARD TYPICAL I, INSTALL ALL HOLDOINS PER MANUFACTURER SPECIFICATION PER C-C-2015 SIMPSON B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL, STRONG TIE CATALOG OR USP 54TH EDITION CATALOG. 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. ROOF t WALL SHEATHING - APA 24/0. THICKNESS t NAILING PER PLAN. Q B. FLOOR SHEATHING - APA - 48/24. THICKNESS AND NAILING PER PLAN. 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL I-OLDOUNS. A. BEARING-TYPE CONNECTIONS. X A PLYWOOD WEB JOISTS TRUS JOIST TJI SERIES OR APPROVED EQUAL. AISC LRFD SECTION M25 1104.33 ' BRIDGING. BLOCKING 4 ERECTION BRACING PER MANUFACTURER'S 3.(2)2x OR(3)2x STUDS NAILED TOGETHER WITH(2)ROWS OF I6D a 3"O.C.STAGGERED. B. SLIP-CRITICAL CONNECTIONS. X X RECOMMENDATION. 5. GLUE LAMINATED BEAMS - DOUGLAS FIR,COMBINATION 24F-V4,FABRICATED WITH 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARUJALL DETAILS FOR WALL 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. b. P.T.GLUE LAMINATED BEAMS - EWS 24F-V5M1/SP,FABRICATED WITH LOCATIONS AND CONFIGURATIONS. = WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. A. IDENTIFICATION MARKINGS TO CONFIRM ASTM STANDARDS ASTM A 6 OR ASTM A 565 n 1. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-v8,FABRICATED 5.REFER TO SIMPSON OR USP CATALOGS FOR MINIMUM EMBED OF ANCHORS INTO CONCRETE. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. 1108.4 WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS, i 5. PARALLAM SEAMS - W E BY TRUS JOIST. N.. 6.USE SSTSL MODELS e 3x SILL LOCATIONS. B. MANUFACTURERS CERTIFIED MILL TEST REPORTS. ASTM A 6 OR ASTM A 565 5. TIMSERSTRAND BEAMS - 3-1/2",1.5E BY TRUS JOIST I 10. TIMBERSTRAND BLOCKING - LSL 1-3/4"BY TRUS JOIST. / 'N 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: X II. CONNECTIONS - SIMPSON STRONG-TIE OR USP,GALVANIZED. 5 .-EAR UJALL SC---EDL,LE(1-131 A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION AISC,ASD,SECTION A3b 12. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN REFER TO IBC SECTIONS 2324,2325 AND 2326. MARK REF NOTES: (1,9) Note: (2) EDGE NAIL'G FIELD NAIL'G SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER IN THE APPROVED CONSTRUCTION DOCUMENTS. AISCLRF,SECTION A35 - - 13. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: (3) CONNECTION.Note(1) CLIPS(8) TABLE NO.23-1-0 UNLESS NOTED OTHERWISE ON PLANS. 4`s"DIA.A.B.a 45"0/C A35 OR RBC B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. A X"058(I)SIDE(6) 8d 6" ��� 160 a 6"0/C •24"0/C COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL - 5. INSPECTION OF WELDING: NAIL NAIL DIAMETER LENGTH APPLICATION B X"058(I)SIDE(6) 8d 4" 12" 5/8"DIA.A$.e 36"0/C(12) 16D e 4"0/C A35 OR RSC A. STRUCTURAL STEEL: . e 16"0/C 30D COMMON 02014 P-NAIL 4-{/2" 3X DECKING 5/s"DIA.A$.a 30"0/C(12) I6D a 3"0/C A35 OR RSC 11 COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X ; 40D COMMON 0225"$P-NAIL 5" 4X DECKING C 3(y 068(I)SIDE(5,6) Sd 3" 12" a 12"0/C 20D COMMON 0.152"0 P-NAIL 4" FRAMING 2) MULTIPASS FILLET WELDS. X 16D COMMON 0.162"4 P-NAIL 3-1/2" FRAMING NOTES: AWS DI.1 11043.1 IOD COMMON 0.148"b P-NAIL 3" FRAMING IJ C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN P51-95. ALL WALL CONSTRUCTION TO CONFORM TO OSSG 3) SINGLE-PASS FILLET WELDS 5/16" r1 X N/A 0.14W.P-NAIL 2-3/5" FLR SHEATHING TABLE 2306.4.1. 4) SINGLE-PASS FILLET WELDS 5/16" < X SD COMMON 0.131"b P-NAIL 2-I/2" ROOF SHEATHING 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING. 5) FLOOR AND DECK WELDS. X AWS D13 3) A.B.MINIMUM 1"EMBED INTO CONCRETE. 3"X3"X'44" PLATE WASHERS REQ'D AT ALL SHEAR WALL A.B.'s. N/A a MASA ANCHORS. N/A 0.162".P-NAIL 3-1/2 STRAPS 5 11' t � L L 14. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED 4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FR4MING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE B, REINFORCING STEEL: TO A MAXIMUM MOISTURE CONTENT OF 15%. SHALL BE STAGGERED. 15. SUBMITTALS - SHOP DRAWINGS,4 COPIES. X �� I) VERIFICATION OF WELDABILITY OF REINFORCING STEEL 16, PREFABRICATED WOOD TRUSSES: 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. OTHER THAN ASTM A 106. ,' p {I-}I E D U L t 2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL A. REFERENCE STANDARD - ANSI /TPI I. 6) ALL EDGES BLOCKED. B. PERFORMANCE REQUIREMENTS - PROVIDE WOOD TRUSSES i - DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOWN WITH A TOTAL 1) COMMON WIRE NAILS. FORCES IN INTERMEDIATE AND SPECIAL MOMENT AWS DI.4 190352 STIRLLTUR4L LOAD DEFLECTION LESS THAN L/360. 8) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. FRAMES,AND BOUNDARY ELEMENTS S SPECIAL X AGI318: 352 `i�.J'I C. SUBMITTALS: (3 COPIES) REINFORCED CONCRETE SHEAR WALLS AND SHEAR V - STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED CLIPS ARE NOT REQUIRED AT GYP SD WALLS BUT BLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE. REINFORCEMENT. IN OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, 9) SEE ATTACHED TYPICAL SHEARWALL DETAILS. ERECTION AND INSTALLATION DETAILS. 3) SHEAR REINFORCEMENT, X 11. UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE 10) SHEATHING TO BE STRUCTURAL 1 SHEATHING. SUPPORTED AT ENDS BY: II) VALUES ARE FOR FRAMING OF H-F. 4) OTHER REINFORCING STEEL. X REVISIONS: A. MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MIN)WHEN LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASD). 3X OR DSL 2X AT PANEL EDGES AND SILL. 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDSWITH APPROVED CONSTRUCTION DOCUMENTS: TGL'sETHER WITH 1bD a 12"O.G. STAGGER NAILS. NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED®4"0/C STAGGERED,OR USE A 3X. A. DETAILS SUCH AS BRACING AND STIFFENING. 110432 B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING. FOR WALLS WITH THE LARGER SILLS,ANCHOR BOLT SPACING MAY SE INCREASED BY A FACTOR OF 125 FROM THE TABLE ABOVE DUE TO THICKER SILLS. B. MEMBER LOCATIONS. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. 13) 1/16"PLY IS ACCEPTABLE IN LIEU OF 1/16"OSB C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. I ./� \ J I DATE: 9.2 .16 SCALE: DRAWN: JPG / MTA • JOS NO: SD-16-01 /.4N /"'" • ORIGINAL SHEET SIZE: 24x36 - ----- ----- ���ED PROPen �V1.1 Ne F �0uLP 1 51 9PE 'L r • AOR ON Oq '44/ g 11D J. N44� Expires: 12, 1g 6-30-17 v, „ ,.,:,_.-_,„,_ , t.ii,,,.. 1 -b 5 1, r 4 v 1,'.., ----..U.', '',---- C4 ° '-t-,\ n`=c t b I an CII E c � W A CDV2 el1.1 . - - DISCLAIMER: THE SIGNATURE AND STAMP FOR NESE STRUCTURAL DRAUUP 4 ARE VALID OILY 81EN ACCCIMPANED BY A DEVELOPMENT AND LOT SPECFIC SET OF STRUCTURAL CALCULATIONS PREPARED BY . - MORN CONSULTING EMINEERS LLC AND SEALED 11114 A UET STAMP AM SIGNATURE BY TIE ENGINEER 15105E - - - - STAMP APPEARS CN T541S SWEET.CONSTRUCTION SHALL BE PERFORMED ONLY WIN A DRAWING SET APPROVED BY'NE LOCAL JURSDICTION. / 140•-0, / Py AM 52a 15S bxbx5 NSS 6x6x MSS bxbx5 1S$bxbx5 P HSS bx6x5� 2.1 -I I — 1 r _ v __ _ 1 _ Z R I r T 1012 14DU2 101.18 41 I HSS 6x6x3(6 1455 6x6x54 JL JL-II NSS 6xbx5h HSS 6xbx5(r mOlf 6 52.1 -. — 6 52.1 '1? .} 8K" • 6'CONC.SLAB-CN-GRADE OVER PREPARED 1455 6xbx5 BASE PER GEOTECH REPORT —7 REIN LEGEND ; F.■/ 4sIIS"OC.EAWAY I [___] INDICATES WALL ABOVE FRAMING LEVEL 2 I I 1 INDICATES WALL BELOW FRAM LEVEL ". 52.1 I . SUS C ® INDICATES COLUMN ABOVE 1455 6x6x3f5 145S 6x6x54 O INDICATES DETAIL REFERENCE APPLIES TO ALL SIMILAR LOCATIONS 14OLDOUN TYPE 4 SCHEDULE NDUx(x) hMARC IA/MEER(x)ON SHT SO S° NSS 6x6x54, 1455 6x6x5 14555 SS 6x6x5 1455 6x6x5. N55 6xbx5, 6x6x5. 1485 bx6x5 I 145Sbx6x v I L i •' 1455 6420S ° NSS 6x6)(5. 15S bx6x5. 145S 6x6x NSS 6x6x5 Ali155 6xbx5- NSS 6xbx5ATI, 1455 bxbx5 NSS bxbx5. O L.i .s HSS 6x6x a' /Elk AI 5iii2.1 W Vair TYP 3.4" 12'-5" / 3.4" / 101-315 / 4'-O" / 12'4" / 3'-�" / 40..8. FOU\DATION FLAN 1 FOUNDATION PLAN � 51.1 SCALE,IlS'"I'-0" sl REVISIONS: DATE: 9.2 .16 SCALE: I/4II - I1_OH DRAUJN: JPG / MTA JOB NO: SD-16-OI /' 0 1 1 I ORIGINAL SHEET SIZE: 24x36 r ��, D PROs � ,��IN�r�, so ifi -51 SPE v i COR ON O9 . 12, 1°3°'„ Expires: 6-30-17 1/1441,1,,,Av‘,..\ .\\:k, r;1:' .i, A:::Q 'art "*; .L o 7._ tU -e, .2 Qi � !va Lula <K4I1 °D p o o ; _ �a DISCLAIMER THE SIGNATURE AW STAMP FOR THESE STRUCTURAL DRAWINGS Me VALID ONLY WHEN ACCOIPANIED BY A DEyELOPMENT l)LOT SPECFIC SET Cf STRUCTURAL CALCULATIONS PREPARED BY HCR!CONSULTING DOWERS LLC A980 SEALED WTH A VET STOP AND SIGNATURE BY TIE ENGINEER WIOSE STAMP APPEARS ON THIS SHEET.CCNSTRLCTION SHALL BE FERFC*'d'ED 09-1 911114 A DRAWING SET APPROVED BY THE LOCAL JURISDICTION. LEGEND �� 53.2 � i INDICATES WALL!BELOW FR4MRJG LEVEL .�► 1455 Wax% 1155 6x6x5, HSS 6x6,04 1455 bxbx3 3. �:� . 30 P6F 1456 6xbx{6 111 I • INDICATES COLUMN EELOW FRAMING LEVEL ' 4 HI 115$12xbxlts / 141145.5 12x6xI/4 O \ ■ ■ _ ;■ r 111 ■: — * ■ n �i INDICATES DETAIL REFERENCE f APPLIES TO ALL SIMILAR LOGATIC IS Nr ❑ DRIFTED SNOW all ADDITION 'r? EXTENT OF SHEARWALL TO 25 P5F SHEA714ING SEGMENT THROUGHOUT 1 H55 6xbx5.(6/ A . A 111 H55 bxbx5(6 INDICATES SHEARWALL TYPE \ PER SCI4EDULE 514T 50 0' X O P5F © INDICATES HOEDOWN TYPE. I•EA END OF WALL1 i SEGMENT PER SCHEDULE "/ �1YP SHT SO 1-153 6x6x54a 1455 bxbx5/ / TYP / Ili�� ROOF 5FEATHINJ4— G UNA. .Yi 52.1 5 I,.1"c.Dx PLYWOOD OR OSB.WI Q14i ,$)fit Of�I MN SPAN RATING.FACE GRAIN PERP r 70 FRAMING TYP,E b"OC.EDGES �_ w Pliii. AND BOUNDARY,12"OC.FIELD DRIFTED SNOW e / i� l 5 50 PSF N ADDITIT70 25 PSF / THROLIGHOO 1455 6x6x5i{F iiii 11111111111116111ft....°PSFDRIFTED SNOW . ' IIII IN AMMON TO 25 P5F 54?DV "'((f "'((( THROLKsFIOUT v nql Of la 1455 bxbx5h O PSF „, v T3 I 1455 6x6xs{6 1_1 0'4' 'II. 'I' 0 P6 ' X AI 1455 6x604, 1455 6x6x5. DRIFTED SNOW H55 6x6x5. 1455 6x6x5 4455 6x6x 1455 64x5 WES 6x6x5, 4455 6x6x5= 1465 6x6x5 H55 6x6x5 N ADDITION / TO 25 P5F HSS 0,1.'4 1111111111/ 1455 f2x6xl/ HSS 12x6xl4 HSS I2x64 1453 12x6x14 1455 10x64 iHRCAIGHOUT ■ ifr� �■��■ • ..-r----■•••••M•••••••••■ JP. �■ ■ ■I�r�rr ■ ■ ■ 1455 IOx6X/4 0 30 F5F • 1455 6xbx 1455 6x6x5 1455 6x6x5 1456 6x6x5 HSS bxbx5. H55 bxbx5 H55 bxbx5,. HSS 6x6x5 HSS 6x6x5, 1455 6x6x S 5 NSF F TYP „I V H55 6)(60H55 6xbx 52.1 Ell CANOPY CANOPY PER ARCH PER ARCH ROOF F A ING / a ROOF FRAMING / MAIN FLOOR SI-1EAR WALL FLAN j 51.2 SCALE:VS".P•0. �I AIN L OOR S- E4 UALL FLAN REVISIONS: DATE: 9.29.16 SCALE: 1/$11 _ I,- 011 DRAWN: JPG / MTA JOB NO: 5D-16-01 2 o ORIGINAL SHEET SIZE: 2436 • •(•..C,ED PRO,c�� 51eft. J 9PE ' ' . ' I R ON �qN 119og 04�7D J. ��� � FOUNDATION 0 2x 12 Expires: 6-30-17 i�z�. MAX. .111 I \\-''-', —\\;-,;7-1 cj ...,;.--' _� \\'''': , I ".... t m .4 44' II PIPI-mall111111111. III DROP FOUNDATION I" ,_. ::: REFER TO PLANS FOR ffi :'11 . : '""� c LI) g 3x I2 LOCATIONS IF ANY �.ai _y MIME Z t FOUNDATION AT 3x PLATE AREAS *4 m-` R'' C u�b E 1 )m• SCALE:3"=1'-0" l.. �� C . W `~ 2 coD 14 VENEER PER ARCH w/FLASHING IV VENEER PER ARCH w/FLASHING r r 4 WEEP HOLE PER ARCH r e WEEP HOLE PER ARCW / PROVIDE MN 22 GA x 34" PROVIDE MIN 22 GA x 34" / V / m m GALV.TIES w/1400K OVER GALV.TIES w/HOOK OVER / ENp P05t5 I I C 9 GA.WOR JOINT WIRE. !/ / 9 GA.NOR JOINT WIRE. / �.. REFER TO SPECS FOR REFER TO SPECS FOR / ( SNEARWALL5 ACTUAL SYSTEM / < 2x8 STUD WALL ACTUAL SYSTEM \ 2x8 STUD WALL PER PLAN 4 SHEARWALL Q °n .°c / 0 16" O.C. / / 0 16"O.C. 1 1 SCHEDULE. = rn a WALL TIES SHALL WALL TIES SHALL BE SPACED SO AS TO / BE SPACED 50 AS TO PROVIDE WALL SWIG EpGE NOT SUPPORT MORE THAN / r INSULATION PER ARCH. NOT SUPPORT MORE THAN / % INSULATION PER ARCH. NAIL'G FOR FULL 141 OF EA STUD 2 SQ.FT OF WALL w/MAX 2 SQ.FT OF WALL w/MAX i/2" APA RATED WORIZ SPACING = 14"OC. r WORIZ SPACING = 24"O.C. / P.T.2x8 IE w/ANCHOR r / P.T.2x8 IE w/ANCHOR " u I I DWCLAR1ER THE SIGN4TlAZE ATS!9TAM07:= WALL SCHED / ► BOLTS 0 4'-0" WALL 5OWED - BOLTS 0 4-0 SHEATHING WOLDOWN aTR.�cTueA�. a vA1.m atr PER SOWED / r 0.0. 4 WITHIN 12"OF ALL r O.C. a WITHIN 12"OF ALL accar�wD®r a Devw oFrr ac CORNERS 4 OPNGS PER SOWED Al CORNERS a OPNGS SEE SCHEDULE WIEN STM:, Tu°N8c AHD SE ARED wTW A EDGE NAIL'G / r OVER SILL SEAL(UNA.) EDGE NAIL'G r / OVER SILL SEAL(UN.OJ uET*TArno AWo sKWAn�RE sr TWE EtY"MEER w+osE ON 51-EARL/ALL PLAN / ON SWEARWALL PLAN 2x4 KEYWAY �i*"x I" TOOLED OR eTArr re.r E , CONC.SLAB �r SAWN JOINT w/ AF'F�XVED sr THE LOCAL,uRisD�cTroN, 0 j —CONC.SLAB \ 041.._, ii.4... ttlif r / -CONC.SLAB EPDXY JOINT FILLER PER PLAN IA/53.1 / / PER PLAN PER PLAN \ ill. ;. ...Lt... ilk .Ali II II I III ,/i\/\/\/\ \ I I I I II 11 I I a /i� \ ,. \/ IL ` /\\f\ II II f / / / f / II I I I I �„,, f j \ \ \ /\/�/// \/\\/\\/\\f\�/\/\ //\ :„..: *4X48 45"O.C. L '\/\\//\/\ \\\ \\ \\i lh ff\\\f�\/\f/.\//../�./i ANCHOR BOLT A �, / ,�\��\\//��f i /\/\\\/,\\ \///,,,,// /' \,� \ \,/\ /% �� / ,f PER PLAN //.f/.�f/.�f/,,f ALTERNATE BEND \� / \ *4 VERT 0 IS"OC. / ""', ter._ '/� SWEARWALL *4 VERT 0 18"O.C. / > /f\\%f\� MAX j /\ SCHEDULE 2-0" 2,-© MAX ✓ \\ \\�\ I*4 BARS CONT.0 IS O.C. k, \1 \\�\\� 2-'4 BARS CONT.0 IS 0.C. / / //J/ r ,.///ff////, MIN 1-TOP *BOTTOM \,/ \f\� MIN I-TOP 4 BOTTOM PROVIDE 24 HOOKS 0 ALL \ ,\' /\ PROVIDE 24"140OK8 a ALL TIP CONSTRUCTION JOINT // /\� CORNERS a INTERSECTING WALLS \\ //, CORNERS 4 INTERSECTING WALLS j�. - / ff/\ r*"x 1" SAWN CONTROL JT ./ \% ♦ o \ BEFORE SHRINKAGE %/ j f/ \ ` ff\ \ CONCRETE FOUNDATION CRACKING. FILL w/EPDXY \ /\/\f\/\ \ \ \ �` �\\ 1 / / / \\ /, /\/� / /� fi:/;/,.//. // , C FILLER 'IL ' - (2)*4 BARS CONT. B" / $�. / $.. / U / �� PROVIDE 24"HOOKS �n (2)ID BARS CONT. 4 1-3 4,y; V >>>.././ \/\ff\f\ff � f /r\\f \\ff\\f�\f\\ +*ALL CORNERS s 2'-0" PROVIDE 14" HOOKS m / / / INTERSECTING WALLS ®ALL CORNERS s 2'-0" /. /.�f/.. EXCVi D OR FILL GRADE INTERSECTING WALLS EXCVT'D OR FILL GRADE CONC.SLAB PER TIP CONTROL JOINT PLAN 0TThrP. CAST- IN-FLACE I-fOLDOILN STEM .ALL 4F) TYPICAL FLOOR JOINTS . , 0 FOUNDATION FOUNDATION e DSL ��4LL � SCALE: I"=l'-O" SCALE: I"=1'-0.. Q SCALE: P'=1.-O., SCALE: I" = I'-O" ti f EI -_. FOUNDATION 0 2x IE ,1/2"MAX. ,f A ,1i ' 111 DROP FOUNDATION P' 03x{2 <----- ----- REFER TO PLANS FOR 3x 12 LOCATIONS IF ANY FOUNDATION AT 3x PLATE AREAS SCALE: 3"=1'-O" E--- 2x8 STUD WALL 0 16"O.C. INSULATION PER ARCH. WALL SCHED ) P.r.2x8 I2 w/ANCHOR J V DETAILS PER SCHED BOLTS 0 4'-0" O.G.4 WITHIN 12"OF ALL FULL HT CORNERS 4 OPNGS EDGE NAIL'G OVER SILL SEAL(UNA.) H85 6x6 COL. ON SWEARWALL PLAN -CONC.SLAB I/ f ,., PER PLAN L-1x4x'4 -- (/ I 2x8 NAILER 0 EA SIDE w/ ��••-_.arc ,� - HS5 6x6xX6 COL )1 O 1/3"x 3"THRD NEL-STUDS I I - - - �? 0 18"O.C. .\-- / "\c/ \./ \/ \/ \/ \v x, = \ / ‘</ w \'/ \/ \ \ 1 BASE 3r4 x1-6"X1'-o" _ 1 /\/j f\\/.\/,\ �\/\f ► .// / �;. I 1 1=0 —� \\,\\\. ,\\j \/•' \\\i\\\ REVISIONS: WI 43/4"mxl4"AB's Vi" ALTERNATE BEND ///, \ 0 WI DBL NUTS 04 vERT 0 18"0.0. \\/\ \�\\ 9"O.C.EA WAY ()'/It. / / /• *4 BARS CONT.0 IS"O.C. n \ 3" V- NON-SHRINK GROUT MAX `ra \ \f/f\ %�ff/, * %%`%\f/%, MN(Y'OP �BOTT 0 A . PROVIDE 2 S ALL \\\\ /\ CORNERS t INTERSECTING WALLS - 1465 HDR 5 PER PLOW w/ o /\ _` ,f -Z. ,(,1/ L 5 I \� - \\f\ ♦ V VENEER SUPPORT I N \ /\\, ./ v\v\' \' \� v v\f \ FULL HT 2xa DATE: 9.29.16 I /�f/�.f/ff/�/ /��//,\.\f\\,\\,/, w STUD WALL SCALE: 1�� = 1'-0" I (2)*4 BARS CONT. B" B" B" - PER PLAN f L PROVIDE 24"HOOKS / m -1 ----V DRAWN: JP�3 / MTA ' 0 ALL CORNERS $ 2'-O" INTERSECTING WALLS / J013 NO: SD'16-01 EXCVI'D OR FILL GRADE -55 fix& COL / SASE FOUNDATION VENEER SUPFOFRT T ANSITIO� e -55 COL. /^ C5) SCALE. I"-I 0" 0 SCALE. 1"=P-0" SCALE. 1 =I 0" Noro _.-- o ORIGINAL SHEET SIZE: 24x36 �,D PRQ,c 51 9PE i 0 r ;_ , I zxb PONY WALL ~ �? UR ON ib"oc. - "i, V c5 t'2 Y OR OSB WI 1X6 PONY WALL �r© �O �r ad ra O.C. t � ib"O.C. ` ` `�' f2"O.C.MELD Expires 6-30-17 zx4 KICKERS I6 O.C.w/ DONT.pBL. I CONT.pBL. I 3-16d e PARAPET WALL z PLY OR OSB w! - , A i�:: 1x TOP IE W/ 2x TOP fE w1 t H2.5A CLIPS 0 NAIL'R 8d a 6"O.G.4 SPLICE PER 5/53.1 SPLlCE PER 5 t 53.1 y it n - {A '. '' � � 1� I2 O.C.FIELD 4 , �� � �_ .o /I I I 2x6 NAIL'R w/ . g /c; / \-1 I 2-012 SCREWS 0 EA ROOF JST 2x4 KICKERS a 16"Q.C.w/ n , r 3-16d •PARAPET WALL FULL HT 1x6 STUD WALL FULL HT 2x6 STUD WALL > J ROOF SHT'G 4 H25A CLIPS g NAILR s 1b"OC. g I6"O.G. 1'tz -7.1U �:li , e.-_ , / PER PLAN !� C1 a 1 t/ r "x=11 �s14� DJ io 8U ► r 1x6 NAIL'R WI 4 2-"12 SCREWS . ' :II EA ROOF JST I •I . ad$b"O.C. 8d 0 6"O.C. �1. 1 LT i.E Y I �� %.? eas3::D.C. , ' Sd03::O.G. 0 E ROOF SH7'G = / +-+ ao CONT.DBL. r PER PLAN - 2x4 FLAT BLK'G 2x4 FLAT BLK'G l4 Ell_ rn 1x TOP!E W/ ROOF SWIG f tSI1 STRAP ROOF SHt'G t T$l2 STRAP = I-MSTA 30 BEVELED PLATE BY = PER PLAN s 32"OC. PER PLAN- *32"O.G. V121 0 -e m/ REDBUILT MAY BE -...1 U m m *EA SPLICE // REQUIRED \✓ m \f C ON ROOF S�OPENDING .rr _ T IXI �� p N o 1 8d s6"O.C. 4 _- ad z m,E 1x BLK'G U:' i\COT4x6w/MSTCP CONT4x6w/MSTC2P VENEERPER ARCH BY A LOT SPECIFIC SET of STRucTURAa,c wax5T s PREPARED BY S CONN.TO WALL WI CONN.t0 WALL w/ WoRN NEERS / I-SOS I/4"X6"SCREW I-SDS 14"x6"SCREW ueTSTAtAro T T ErresEERa► A BEVELED PLATE BY I EA STUD t g EA STUD 4 STAMP BE�PERFORMED ONLY SET r REDBULT MAY BE I APPeD,EO BY NE Lova.,�sD -SOS4xRE . . I-SOSi4x6u SCREW ebu OC.REQUIRED DEPENDING TO BLKY TO BLK'G ON ROOF SLOPE / .% r • /\----J VENEER PER ARCH 4d 41152,1 / ROOF JSTS ROOF JSTS ="=K01 - ROOF JSTS C'— 7 ROOF JSTS /, r \ / PER PLAN PER PLAN \ PER PLAN \ / PER PLAN \ / \ / \ / \x/ \ / G /x\ ti HDR PER PLAN HDR PER PLAN j /x\ HDR PER PLAN > / \ • HDR PER FLAN /x\ / / \ 4 DETAIL 6 /53.1 t DETAIL 6 /53.1 / \ 4 DETAIL 6 /53.1 / \ 4 DETAIL 6 /53.1 / \ / �_ _� -- G__-5 \ T ( 2x8 STUD WALL 11"OC. 1x8 STUD WALL j 2x8 STUD WALL 2x8 STUD WALL to 16"O.C. • Ib"OC, a 16"O.G. 1-11 z L 1x4x wt L 1x4x#iz wt ' Ii CONN.+EA END CONN.0 EA END PER 10/53.1 PER 10/53.1 . , t :17/".. WALL SHT'G ( WALL SI-ITG ( WALL SI-11'G \ WALL SI-ITG PER SCHED PER SCHED PER SCHED PER SCI-IED Ilii 1 0 PERP. ROOF JSTS e STLD TALL / PAR4PET PERP. ROOF JSTS g SLD IALL / PARAPET 0 PARALLEL ROOF JSTS e STGD ,i4LL / PARAPET PARALLEL ROOF JSTS 6 STLD TALL / PARAPET - SCALE: 1"=1'-0" INF SCALE: I"=1'-O" SCALE: I"=P-O" 41:10SCALE: 1"0-0" KEEP F1NCsR NAIL — I ,� MN. iv 1\ , FROM TOP � 44. CONT.DBL TOP IE I CAP 1i4"x61/2"x O'-12" VENEER PER ARCH \MI l /t CHORD PIN ♦♦ K+ w!1-g/8" 0X3°LAGS r" t 1/52.1 No i +.6...411)41.14 MECH.UNIT/ 1x6 TUD PONY WALL �BASE CONN. > pill II d ,1, PROVIDE 1-6x8�4 PER SUPPLIER • 24"O.C. Y2 POST w/4-A35's 48" MIN LAP *I.I4*1��� 1 I VENEER PER ARCH PATIO' DET; I L S 2 TOP E BOT.�AIL�111�s `4 / DIAD.SUPPORT t l/51.1 ro i WA I Will�' S IIs / 2x8 STUD WALL /PIP 1x8 STUD WALL STAGGER NAILSIbd g 3"O.C. 0,0 �• FULL WIpTH 2x IE w/ < 2x6 NAILER e 12 O.C. • e 16"O.C. j----- - �� i- '�"0 tHRD a EA SIDE W/ / WALL SHT'G ) i IiPJ1uuu � u ii"0 x 3"THIRD WALL SHT'G r / PER SCHED AA * 7 I\ l ' NEL-STUD g 14 O.C, - NEL-STUDS 6x6 w/HUTF66 HNGR PER SCHED r / 2x8 SILL W/1/2"0 x3" r 2x8 SILL wtI%°0 x3" e IS OG TI-IFC NEL-STUD THRp NEL-STUD IEAEND 11 / � e24"Q.G. ®24"O.G. 16d a IS"O.C.TYP. NOTE: USE 10d NAILS ONLY PROVIOF ALL DMECH.UNITSE •EA \.t \ - — — — I I r / / r rr #'LAN VIEW — — _ _ 3-11 r / r` -f1 3-12 "x I'4 / % II4 / % roREVISIONS: H55 HRR S PER PLAN 2-160 0 EA. CONT.DBL.2x TOP r r ?II STUD PLATE(il - =� — 1455 1-10RNOI) 1455 HDR PER PLAN L3x3x3r{s x CONT. STL CANOPY PER — PER PLAN •BOTH SIDES ARCH 1 SUPPLIER / 2x STUDS 0 > \ 61A/53,1 3-12 1455 HDR Ib"O.C. ( 1455 6x6x COL. L3x3x%,x CONT. PER PLAN 5/w '/4 / PATE: 929.1 --�= _ 3-12 SCALE: I" = 1'-Q" NOTES ROOF JSTS 14 / DRAWN: JPG / MTA ELEVATION a SEE ROOF/FLOOR PER PLAN FRAMING PLAN4NOTES JOB LJ N{Va; SD-1 SD-16,-01 - 0 TOP PLATE SPLICE 5E41 e `1ECI-I I,NIT TIP STL HEADER TO -55 COL. TIP STL I-E4DER SECTION CODE3L STL NDP : , ": (!) "- " - ": SCALE: I =1-0 SCALE: 1 -I'-0 SCALE: I":l'-0 SCALE: I -I-O SCALE: 1".1'-0" j _ r i soos O ORIGINALHEE ST SIZE: 24x36 i „.....A::.:., Q / /'- - - • . . / /./ • • - • • • ••• %%' . /...:4 .1.:......•4 . ' :.:::.4/7 41/..:1:vir:il.i ..:*.r‘,.:,,'...‘...:•:7:.i.•..i i 0.4 :: itrw./• ,;12/ E...4r ,.......14 p.., !) S / PLANT UST: SYM. it LATIN NAME/ Common Name SIZE SPACING SYM. # LATIN NAME/ Common Name SIZE SPACING ..„. ... . 1:17/././././7-0,:/°*.:',.•44:1 — .., ,,............................... ............... .. . :: f. 4 -- - 'TREES GRASSES if / Al 1 pACER GRISEUM 2” cal. As shown ° 27 CAREX OSHIMENSIS 'EVERGOLD' 1 gal. 2' o.c. aper Bark Maple Evergold Sedge ..-14 NATIVE PLANTING MIX if ( /0e ;1......f...T :;:i, At 8 ACER RUBRUM "BOWHALL" 2" cal As shown VW Bowhall Red Maple ___,........-- _ 82 ARCTOSTAPHYLOS UVA-URSI "MASS." 1 gal. 3' o.c. 41 \ /./.0.. /./.7.464...›. •..; • .. °L.",-,....1 , fr:/AV-. • .. ..„.. . "Th--- Massachusetts Kinnikinnick co OAil 8 CERCIS CANADENSIS Eastern Redbud 1 1/2" cal As shown ,.................. ... _ --'2* 82 MAHON1A REPENS -.4-..-..-........-, -..--..---...- Creeping Mahonia 41 POLYSTICHUM MUNITUM 1 gal. 1 gal. 3' o.c. 3' o.c. 4..................... . 1:444'. 1 1•.°4 t ' Vf.,:' ! • ! . triEliipmev •°:. ----. / ."' Aito.4 ii. AN: •-••. ' '''.' =Tip- ,•47*044\ :•• :.:::...... fr ,1IP Sword Fern I IIP 8 FRAXINUS EXCELSIOR 'GOLDEN DESERT' 2" cal it 4As shown GROUNDCOVERS I / / /.4"Iii;.`1*i;:«),s,1".1'"41 7 lir I'dli .,,40 .":„...7,:#40# , ... 2 t...........›,...i,SN, /./• . - ''. .. cilp p• Golden Desert Ash ,1-.06.,...in- ..7 .......... . •-.• . 1- ..,.......,.......,. 150 CORNUS SERICEA "KELSEYI,/ 1 gal. 30" o.c. ,... ...... ....... IL- -.413."—- •••• . tip-, 10:4, ,,,,..:„....T. A .., z .i:::10 0 9 ' ...11. 0•:.*1417r 0'...........,„ ..... srd,-,•sv, 4... .6 . 0 .. ...... ::. .... ‘ z"*".. 1 4 - .00 . •, . ,... . _ , .............. -,... ... ... .. . / .::::::,...0,....,..volt. , .4, . . ....... ..- „„;.,. ...... ........... . .... v _ 4111111 6 ZELKOVA SERRATA 2 cal. As shown Kelsey Red-Osier Dogwood Ez....„ziairj 284 COTONEASTER DAMMERI /tit/ Bearberry Cotoneaster 1 gal. 3' o.c. d ” . ) ,:j;, , z IIVAI Sawleaf Zelkova .......:•-- 740 LIRIOPE MUSCAR1 ....... ... ••-, .... Big Blue Lily Turf 1 gal. ...,......;,....... 290 RUBUS CALCYNOIDES "EMERALD CARPET" 1 gal. 2' o.c. 3' o.c. I I o) (,) . ./ 'Ob lb./ 1f4.;• .......... ' a,%„thok___ •.0,1e.-44°. 1:11-4:::z; " :::,,,..•. ;;;Stiz...0:41M! Ato v. ••s',;•., ....v.:. • .1. 1111-*VY ticl Z 4 SHRUBS Emerald Carpet Bramble , 1) ;•ve, 4, ,A,„..... - it ..„,4104100 5, o.c. - . pi. ,,,, • 0 53 LIGUSTRUM JAPONICUM "TEXANUM" 5 gal. /111P\ V \''ll ' '__/ -.No rl yr!pfugim, -qv (A L; • ' • Texan Japanese Privet .40...' o 15 ABELIA X 'ROSE CREEK' 2 gal. 3' o.c. I 7 Or # co,- # ## z , fv., ,_. z e'S w ,... _ ‘..4)•40 , ....5 ' ar Rose Creek Abelia . ...* . . Vilo, ---- -4_. \ N 0 61 EUONYMUS JAPONICA "SILVER PRINCESS 2 gal. 3' o.c. ill 7/.\ \ , , \ 4Y Pt, \ Silver Princess Japanese Euonymus ci /////oo • . . ' /:...1...,,z:.:. .,:4;i', • 6. ..oov,. --I--- --‘- -- ' 0 0 BUXUS MICROPHYLLA "WINTER GREEN" 2 gal. 3' o.c. \I -_ - / ;#1 \\ \stz \ 0,4. Winter Green Littleleaf Boxwood 41' / - to 1$` 2 CHAMAECYPARIS OBTUSA "GRACILIS" 5' Tall 4' o.c. OP 4r' Z „..)0, I oE Slender Hlnoki Cypress iii ./ -- 0.-• o 7 ITEA VIRGINICA 'SPRICH' 1 gal. 30" o.c. Virginia sweetspire 41 / OxelIV *** mg. V ' PO Ci 0 33 ILEX CRENATA "GREEN ISLAND" 2 gal. 3' o.c. 0% Green Island Japanese Holly / 09/. ,*w- 0 3 ILEX CRENATA "SKY PENCIL" 3' Tall 3' o.c. c-) itik _, d , 0,..0 , Z Sky Pencil Japanese Holly 0: Cl) cp - CPY- O (S) 22 MYRICA CALIFORNICA 5 gal. 5' o.c. /// - Cfr 0-4- _ Pacific Wax Myrtle / AV o 60 NANDINA DOMESTICA "HARBOUR DWARF" 1 gal. 30" o.c. ii ( . Viiiiiiiii:IINIPJP ,ipp”.0.•. P4 -to Harbour Dwarf Nandina 0 Ow, . 0,- - / ...oto .. --:'''...• -1911 11111fr 4‘ 7 = :.--“`' 0 41 SP1RAEA X BUM. "GOLDMOUND" 2 gal. 3' o.c. •.'s \ 14017. \., -4 ...f,i t...h. Goldmound Spires 7 C.-.) ' 0 0') ..,u, _. .. ro C-4 : to '''''-!4 • -.......---- .,,tie.' /44.. in ftf,,to.:Iii .77 co........• . ie.i9A7 W il •...r • c, \/ / / 41:7 ar ..nr -..• A v Aceifiv..-'41-174:04-744# '4's#\w 7 y –u_ NNN ..) \ • .iir Cn , • '`•.„,.,,,,,.,. . ..%_.;.-4 mi.i •-- I .• .'' ;101,'6.' '- "" 1 0 n \ C.4 / / ,... .••so ii. r leiN hX.• `,-.4.> 41 ‘.‘r ,%ri#1 c 1 i ''''' %.,„...,„.,..„.„, \ zfir.t. #' a) >., mr,i Z , ,.•....", li Pr) •. ,...•••., %.‘, ... ----\_. . --,......\ # rn 0 • "%. . . #N 7 PO„c cr) .. I \ ....." * .--- , Ns\ ------ I . ,- ' N'\''''.\ ...- _ ,-- ,. . 0 7 , 0 110 ......„-,------'--"----- • 7' #‘ Z • A•••.. ,, . ' ......- • ---------- * .------ . I t........,_ "......................, pz.T. \ • %ilk y 77 4** \‘ 77' / 1 4111‘411720" ....,..,_ • % 7 a": 4. r,,v7•01,,,,...•-„,. ......._ 4,410,40,46 ''•1 Kitt.,A0 CI i„•.v ,,,.,,,_ .•:= 4,miwiks,„„--...... 7 4111640:4 ......, • --.....- M.""...... A.r:4...%•' % 77 iv.= • ....... ":' • • ...........„ V • 7 I .,....,......A......... ,ft...... .... .. 0 7 Al".... 1 I tr.......1.4 ..........., ..., ,........... ---- 7 A ''.4g•-.,1.i\ ",• .... ..."... ....N.., fr 14:'"it. • 10.111P IP\ 7 ,....... ,............, CC A.......:“: "... .4::,. 7/' OS _. .m....., '...'.. 7 ........., .... ........, A.. ...,.* 0....z....... .., . 17 I, /; . 101 fr„........,.. M . ,,........... • .0—...-. ,.......... ilr' 0 1 ;2!,.-.-z-e • , ,,,,„„..f.... • 77 , 4 1-;.... 41110•- 4 7 Cl) I 4.' 7,. .... • 4,1 Cl. 4 ..,... .- ""!!,:. r il „re .... ,„ . ........ ,.: 1.,..7,:.: ..„ . .107. 7 m Lu 4' : at:";" • ,AVIPI ' CL. ' # <IC < 4i,, .:;::::i' •40'1•1114r4r4 4 P. .....0 0 1 0 41: I • GENERAL NOTES: ,77 :11 I 7 1. Contractor is to verify all plant quantities. D r'-- 0 z < UJ V 2. Adjust plantings in the field as necessary. 0 C) rY < ........--.;........m P• AO% 3. Project is to be irrigated by an automatic, underground system, c: I 11:4,:'31;..4W 7 i 1-• a —1 *1 .4.:., ..,..k. I,''' which will provide full coverage for all plant material. System is to be w: COtt-44 ,1•0 design/ build by Landscape Contractor. Guarantee system for a DATE 4 •y' O' ." *I: ..; ,w minimum one year. Show drip systems as alternate bid only. 11-23-2016 le !tin 4. All plants are to be fully foliaged, well branched and true to form. *7: SCALE _ aqi r<tiol.fr lov. V 7..4:449• ‘,‘r' 7 5. Contractor is to notify Landscape Architect and/or Owner's NOTED 07: Representative of any site changes or conditions that may be - 40; 7... t's,' A 1 II e r' DRAWN CHECKED ••. detrimental to plant health or cause future problems. . . ./"...d.: 0,441,474 v-! < 7 OW JL 0alga _,,•'..;:, V SHEET Na 10:1V,Arcrkg 4:4* t 7,-LANDSCAPE PLAN SHEET- 7* b fr 7 SCALE 1 ,I — 30,-0” . I Ll 0 0.. ...- . „--, 1 OF 3 = PARKING LOT SOILYou � � � �` '� LME AND TREE CANOPY CALCULATIONS / ( / 1000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER PARKING LOT TREE in TREE N0. TREE SPECIES OPEN SOIL VOLUME (CU.FT.) AREA MATURE CANOPY % OF CANOPY OVER PARKING LOT AREA OVER PARKING LOT ~ is.rr�i :54' '�,13 EASTERN REDBUD 8,910 25 SPREAD (491 SF) 100% 491 •,p •i �r �y►, r�I, , %'''''' '''''N'N'N."'",,,I FPI° ' \'''14 EASTERN REDBUD 10, oiii �; •;; • �/A437 25 SPREAD 491 SF 100%' 491a 'pr i I/V\I:/7,,,, / .46,,,,.... 4 15 EASTERN REDBUD 11 760 25' SPREAD (491 SF) 100% 491 0,, ;,. " :/.1/4,:t - ,. ii '*`,. / /\V '. / • 1. 16 EASTERN REDBUD 12 375 25 SPREAD 491 SF 100% 491 #, • .. ri rr • '" "• 1963 / + '#;r ; ;e# ( x,,,r 'r i / .a. �,.17 SAWLEAF ZELKOVA 6,849 50 SPREAD (1,963 SF) 100% +��,#'', �• ;. ��� ],��"'#####`� /���� .4 ret" 1/4.''-'")(7'..-*'l/4, • 18 SAWLEAF ZELKOVA 6,792 50' SPREAD 1,963 SF) 49% 957ll / *:�•#, I ' � #•# ## #Y#' '19 SAWLEAF ZELKOVA 1,002 50 SPREAD (1,963 SF) 48% 933 c-,`'' : ` P # # ::•• =YiYr"f��/� !XL. 21 BOWHALL RED MAPLE 1,245 15 SPREAD (177 SF) 72% 127 ■yi.0,0,,'� , # .i#...'Y #Y .###■y## 'x•'':ffes- ..�i�+� �...#### "#i M k i')#y,•,#11# � �22 BOWHALL RED MAPLE 1,227 15 SPREAD (177 SF) 71%' 126 . •�SN GII # ..� •i#Y ## ### YM 15' SPREAD 177 SF 71% \!��i. :�?:,"# •M..x###YM MJ#1"####Y1M#"M" Y�� I � ••23 BOWHALL RED MAPLE 1 083 ( ) 125 . �. `�•#" y ,��;,:���- , .� 24 BOWHALL RED MAPLE 1,083 15' SPREAD (177 SF) 71% 125 / r,,; :• �► y��.,,,,,;,,,,,`..`.4::11.1:•:/,5.*:::: , ` Z (177 .Tc! 126. �,, \ 10. • N25 BOWHALL RED MAPLE 1,209 15 SPREAD . SF) 71% � � il' i ,\,,,,,,,,,,,, ,, `� .. �,,�� .'�Mr ��` 26 BOWHALL RED MAPLE 1,059 15' SPREAD (177 SF) 100% 177 `"� /// �/�` �?./:, ;;;;,,;; ;;,,,� ;:;`ar ,` ., I'Q;r►• • 27 SAWLEAF ZELKOVA 1,032 50' SPREAD (1,963 SF) 49% 964 / ��;`�;,; n .� ``• `, ,;"1s '"- \,�►� ' 28 SAWLEAF ZELKOVA 1,155 50 SPREAD (1,963 SF) 44% 856 /' +� + ' " Q ♦ �,siva.. ,�, 29 BOWHALL RED MAPLE 2,904 15 SPREAD (177 SF) 100% 177 (0001:e000.4 , / (:)• '°oo:,' , ;'� �•?!�•30 PAPERBARK MAPLE 2,904 25' SPREAD (491 SF) 100% 491 ` ,j 8 'cs.4. , 1 \' . + 'y°' 12 / �, r 31 SAWLEAF ZELKOVA 2,217 50' SPREAD 1,963 SF) 53% 1047 �`' :�'.`t � ��` __ a TOTAL QUALIFYING MATURE TREE CANOPY AREA 10,158I t` ''.41\ -- (:) ;- -�• 4�,� �►� NOTE: PARKING LOT TREES HAVE MET THE REQUIRED 1000 CUBLIC FEET OF AVAILABLE SOIL �;���:. �'r-' ` O r'" "' >> - , / ,;,� / \ 4#\\ gyp..` ♦'i lirr rn In / c,) 40# ' QUALIFYING MATURE TREE CANOPY AREA . 0, ,/ Ae.....\ cnI 8 #‘rI / / \ 0". ao �,, r7 0 PARKING LOT AREA: 33,172 ( . Or /.....:;44 0, 4,'+' ci •TOTAL QUALIFYING MATURE TREE CANOPY AREA: 10 1580. S Z o C)' Odd` °)"7. ♦�►''� r ' •17 1\1 II: % CANOPY COVER: 31% / .o 'ii 0` 'b� NOTE. MINIMUM 30% CAMOPY COVER HAS BEEN METr_ti ,d�d,i/ ��" ,�� NI . '..S \,iiii/ : o 0) ; :0. ��♦ r/ #" 1. W 8r � V C) \\". i 9:-....c,-.1;I ♦ 7 e� t-'51-,- ---,,,,, ivre•fir,..tor 3 Ni 0 00 • ♦'1� a� '\'Ca' / / ..., \ * ''. '"•.„,... <')/c c,,C 7/ , iir 7 V' 4ige' Z >, cjcZ. / 4%,#• . SOIL VOLUME. SW DURHAM ROAD, STREET TREES E-4 Lo �"' o 0 - IN-.. �.. �1♦ OVER 20' R.O.W = 1000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE ,In OC ,p to I �` �c)i \''VA iofrir \ 7 /� ��' ,� 7 TREE NO. TREE SPECIES OPEN SOIL VOLUME (CU.FT.) • N ., 1 Golden Desert Ash 8,445 .."• ♦� * 2 Golden Desert Ash 10,161 ♦♦ 7 3 Golden Desert Ash 12,198 Z 1` ��"•♦ ,, 4 Golden Desert Ash 12,081 0 ���- _ \ . !� ♦*►♦* ,� 5 Golden Desert Ash 12,513 I- I =1;t,'�:;- _ /! • �� 6 Golden Desert Ash 12,990 \11°777 J{ s �.,' 111�11,-- - �_. • �.._ . _.�-`r�' _ _ � '' ♦♦♦ 7 Golden den Desert Ash 9 744. D `�'�•�1'� s1 __ ,�� 7 8 Golden Desert Ash 6,438 J ,``1 `11 ♦♦ Q .- ♦�1 NOTE: STREET TREES HAVE MET THE REQUIRED 1000 CUBLIC FEET OF AVAILABLE SOIL (, 1 • ♦* , 77, 0,r4" \------ ---- -,0A ..I .i ........ . 0* ........., , if** i < 0 V D Ico < ,-___.„,,..._ -' rite-7v .` ♦ ansa Area: 12.5% Minimum Site Requirement z 4.^-----.- 4 tows,. ♦♦ L d c p eq zw 7 Js'#' _,.i....., Pk...3 • ♦♦♦ Parcel 1 a : •.,��.,� ' f • �,♦ Total Area: 37,194 sq. ft. •�( ,,, # __ �° ° „� ; . � • 4♦ Landscape Area: 7446 sq. ft. I Q 4 : I •V ,♦ 20%>12.5% min required GENERAL NOTES; C n o 0 8; ♦ ` 1. Contractor is to verify all plant quantities. r' C- Li A;e, .__ A ♦ 2. Ad ust lantin s in the field as necessar . Q , , W Alli ;•�'_" _• 3. Project is to be irrigated by an automatic, underground system, 0 ° n.' Er ;: t,,, ••`�•''�31 40w Z Parcel 2 which will provide full coverage for all plant material. System is to be design/ build by Landscape Contractor. Guarantee system for a DATE #` *r,%• IS 7 minimum one year. Show drip systems as alternate bid only. 11-23-2016 o; t*#!� • ♦1� , Total Area: 34,212 sq. ft. 4. All plants are to be fully foliaged, well branched and true to form. SCALE 411.1 '-'�.�•'•� ♦ Landscape Area: 4,547 sq. ft. 5. Contractor is to notify Landscape Architect and/or Owner's NOTED - *;,elst . 7' .sem `` Representative of any site changes or conditions that may be 13.3%>12.5% min required detrimental to plant health or cause future problems. DRAWN CHECKED .,• _ '� `'*#' OW V., -.4 V 7 JLO a SHEET NO . , -- • LANDSCAPE PLAN .,iI1r\ _ ��'` 30 7 SCALE 1 " = 30'-0" ildif L2 0 . - ` \ / 2OF3 I OUTLINE SPECIFICATIONS PLANTING; GENERAL: All plants shall conform to all applicable standards of the latest edition of the "American Association of Nurserymen Standards", A.N.S.I. Z60.1 - 1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified as free from z hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon. a N The apparent silence of the Specifications and Plans as to any detail, or the apparent omission from them of a detailed description concerning any point, w shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to be used. All interpretations of these Specifications shall be made upon the basis above stated. Landscape contractor shall perform a site visit prior to bidding to view existing conditions. PERFORMANCE QUAUTY ASSURANCE: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary horticultural practices and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this section. NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times for inspections. Inspections at growing site does not preclude Landscape Architect's right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned "Standards" or otherwise failing to meet the specified requirements as set forth shall be rejected and removed immediately from the premises by the Contractor and at his expense, a ` and replaced with satisfactory plants or trees conforming to the specified requirements. c3 } SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative. d z GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one year, whichever is longer. During this period the Contractor shall replace any plant material that is not in good condition and producing new growth (except that material damaged by • " , severe weather conditions, due to Owner's negligence, normally unforeseen peculiarities of the planting site, or lost due to vandalism). Guarantee to replace, At, z at no cost to Owner, unacceptable plant materials with plants of same variety, age, size and quality as plant originally specified. Conditions of guarantee ' ' w +Zr 0 on replacement plant shall be same as for original plant. ' ~ r 8 , ,;;,,, Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. ed" ..i► V PROTECTION: Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground utilities 44, '--- < " W3" :47- 100 prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. A.it �f" FINISH GRADE PLANT QUAUTY ASSURANCE: Deliver direct from nursery. Maintain and protect roots of plant material from drying or other possible injury. Store plants in �► .. - shade and protect them from weather immediately upon delivery, if not to be planted within four hours. '� il 2 1/2 BARK MULCH����� ����� �� ,��,, Nursery stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, injury, defects, insects, weeds, r7--- I 1V® �..�� and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be rejected upon ¢ E . lI A h,4411L-. BACKFILL SOIL MIXTURE inspection. All Plants: True to name, with one of each bundle or lot tagged with the common and botanical name and size of the plants in accordance -II 11 1[" 1.i' WITH FERTILIZER with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Names, 1942 Edition. o to ci I 2 X ROOTBALL EXISTING SUBGRADE Container grown stock: Small container-grown plants, furnished in removable containers,' shall be well rooted to ensure'healthy growth. Grow container h TOP OF BARK TO BE AT plants in containers a minimum of one year prior to delivery, with roots filling container but not root bound. Bare root stock: Roots well-branched and 8 °'o w 1 CROWN OF ROOTBALL �. HOSE: REINFORCED fibrous. Balled and burlapped (B&B): Ball shall be of natural size to ensure healthy growth. Ball shall be firm and the burlap sound. No loose or made d P ball will be acceptable. - o RUBBER OR GRO- SHRUB PLANTING DETAIL STRAIGHT TREE TIES0 .," cru „ TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify with the General Contractor if the on site topsoil is or is not conducive to proper plant 2" MOUND FOR NOT TO SCALE U O gt- growth. Supply alternate bid for imported topsoil. WATER BASIN ,�i GUY WIRE: #10 GA. W -o-17) 2'x 2" DOUG FIR 4 "f DBL. STRAND, TWISTED, a Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in lawn areas. If topsoil stockpiled on site is not conducive to proper STAKES. 3 STAKES GALVANIZED. = n plant growth, the Landscape Contractor shall import the required amount. Landscape Contractor is to submit samples of the imported soil and/or soil EQUALLY SPACED J�.� 'L � o rn amendments to the Landscape Architect. The topsoil shall be a sandy loam, free of all weeds and debris inimical to lawn or plant growth. a. AROUND TREE 41A1411111041‘- 2 1/2" BARK MULCH , , _22'0 ,►� ,� , FINISH GRADE Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated. Planting La I �'% "3'.// bed grades shall be approximately 3" below adjacent walks, paving, finished grade lines, etc., to allow for bark application. Finish grading shall remove all w m ``' REMOVE BURLAP _ `�! �� i_f BACKFILL SOIL MIXTURE depressions or low areas to provide positive drainage throughout the area. Q c -11 11— — I 1� WITH FERTILIZER 4st I__i 1 i —i EXISTING SUBGRADE 2 to 2 1/2 ROOTBALL PLANTING SPECIFICATIONS; Cr) . HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated with Round-up in strict accordance with the = N M manufacturer's instructions. Z 0 EVERGREEN TREE STAKING DETAIL SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over 1Y2" size), sticks, mortar, large clumps of vegetation, '� roots, debris, or extraneous matter turned up in working. Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or z -. NOT TO SCALE �,.0 minus .10 of required grades. W i� -43 ro N La f % " t/ In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. E-+ -� : CHAINLOCK TREE TIES d >� o �;.��' PLANTING HOLE. Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root ball or root system width. Loosen soil in.c Lai (OR AS APPROVED) inside bottom of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage of planting hole with water, and adjust any area showing toa Q 2" x 2" D.F. STAKES - drainage problems. o o CROWN OF ROOTBALL TO BE SOIL MIX: Prepare soil mix in each planting hole by mixing: 2" ABOVE FINISHED GRADE 2 part native topsoil (no subsoil) \°° ,,� 1 part compost (as approved) N ,,, 2" MOUND FOR WATER BASIN �\ ������o�"`\\��`.•- --„��`���\\\�� �.%.. 2 1/2” BARK MULCH Thoroughly mix in planting hole and add fertilizers at the following rates: FINISH GRADE Small shrubs - 1/8 lb./ plant �l.III� �� WI Shrubs - 1/3 to 1/2 lb./ plant " I I �. .� .�� I BACKFILL SOIL MIXTURE 1-6MIN.--► - II Nl M- I Trees - 1/3 to 1 lb./ plant -/ WITH FERTILIZER 2 to 2 1/2 X ROOTBALL EXISTING SUBGRADE FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% slow releasing nitrogen. For initial application in fine seed lawn areas use Commercial Fertilizer B" (8-16-8) with micro-nutrients and 50% slow-releasing nitrogen. For lawn maintenance use Commercial Fertilizer "C" (22-16-8) with micro-nutrients and 50% slow-releasing nitrogen. DO NOT apply fertilizer to Water Quality Swale. 0 DECIDUOUS TREE PLANTING DETAIL PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and structures. Place 6" minimum, lightly compacted layer of prepared planting soil under root system. Loosen and remove twine binding and burlap from top 1/2 of root balls. Cut off cleanly all NOT TO SCALE broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids. W LtWhen approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining backfill and dish surface around plant to hold water. Final grade should keep root ball slightly above surrounding grade, not to exceed 1". Water again until no more water is absorbed. Initial watering by irrigation Q system is not allowed. p STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear and sturdy. 0 U Stake to be minimum 2/3 the height of the tree, not to exceed 8'-0". Drive stake firmly 1'-6" below the planting hole. Tree ties for deciduous trees CD W shall be "Chainlock" (or better). For Evergreen trees use "Gro-Strait" Tree Ties (or a reinforced rubber hose and guy wires) with guy wires of a minimum 2 strand twisted 12 ga. wire. Staking and guying shall be loose enough to allow movement of tree while holding tree upright. M CI MULCHING OF PLANTINGS: Mulch planting areas with dark, aged, medium grind fir or hemlock bark (aged at least 6 months) to a depth of 2" in ground 'Q Z Q cover areas and 2Y2" in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. Water thoroughly, then hose down planting area with fine spray to wash leaves of plants. 2 ¶1 GENERAL MAINTENANCE: Protect and maintain work described in these specifications against all defects of materials and workmanship, through final D d 0 acceptance. Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, reset plants to proper grade or0 r�, W upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and �. 0 ° to promote healthy growth. DATE CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or 11-23-2016 other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the' project shall be kept clean, SCALE - orderly and complete. AS SHOWN DRAWN CHECKED OW JLO SHEET NO L3.0 3OF3 ,