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BU P2017 - 00180 , DURHAM SQUARE CITY of TIGARD . __ v �` REVIE�PEh FOR CODE COMPLIANCE ' .• D A. BIssETT VA Approved: tt.-��I q 1 IQ C k . 2. 3 / s OTC: I � / . . �- i•- corp t E3 LI 111.. DING 2 Permit#: ► �l CO Address: j teriNIP r► . Shite #• 8/de,.. OF 0 ' AW BJ= �.`w►f , Date," p I2A1� DEFERRED F'— V E Pira sprinlder .her RECEIVED 1— a O Fire Alarm a ..� frir/r/40111e Mechanical ,11e,■� JUN 2 9 2017 W/ � ii � w DURHAM �i�� � � CIT1(OF TIGARD � ~ � � ,Engineering �� BUILDING DIVISION V) V a „if Rd . ,atop Drawings - m W E0 AltrovEDrLAws Approved plans H INCLUDE UN-ATTAC'ifED: .,�SPEC]1FfCAT]ON BOOK shall be on fob site. Q © U �STRUCTURAL CAWS 5 -..... _______----TIGARD OREGON 97224 GEOTECH REPORT Z �,.MSC DOCUMENTS OFFICE COPY > V I < ce a < 0 < m D MATERIALS CODE RELATED INFORMATION VICINITY MAP INDEX OF SHEETS0 i Building Code Information NO. DESCRIPTION € ..k— " '--" '--„-,- " —' WOOD FRAMING Oregon Structural Specialty Code, and IBC 2014 Edition CS COVER SWEET -1 11E11 1 1-1 11E1 EARTH AI.1 OVERALL SITE PLAN =1 I I=III=1 I—III- _ C THROUGH MEMBER 1 Construction type: Type V, 5prinlclered Al2 BUILDING= SITE PLAN 1'0 SAND / MORTAR WOOD BLOCKING Building Height: 1 story a 5WRe.,95f a 43.1 ROOF PLANA2.1 FLOOR K 0 PLASTER C INTERRUPTED MEMBER 1 g g y 5 1 44.1 ELEVATIONS 3 ; LI 4 CONCRETE PLYWooD Building Occupancy: I SWSattierSt - a o A5.1 BUILDING SECTION < SWLcditnZ. r a A6.I WALL SECTIONS SW Bellflower St a a) N Building Area (gross}: _ E g N All DETAILS j� �/ BRICK VENEER C.M.U. '/�//�// ACOUSTIC TILE / !BOARD 1st Floor 10,000 5F cross N c A�2 DETAILS cm 48.1 OUTLINE SPECIFICATION SUMMARY CONCRETE MASONRY Total 10000 sr gross SWHamlet St , m dam~ \\\ UNIT GYPSUM BOARD 0 > 42 '' SW gond S[ m 1„.---'''' �, SO SCHEDULES 4 NOTES f 1 TABLE 18.530.2 SW Ater 5t g -' 51.1 FOUNDATION PLAN /`// METAL S?�1������s?�1 Jl BATT INSULATION INDUSTRIAL DEVELOPMENT STANDARDS svrrDurham Rd----------'--SW. o4/h �; 512 ROOF FRAMING PLAN / // < ) STANDARD 1-P Proposed_ p a R- y� 51.3 PANEL ELEVATIONS Q . FINISH WOOD RIGID INSULATION Minimum Lot Size None None If `�' ,"'. i FroSi -- //I -Detached unit ryardHghscnoot �/V£ c' 512 DETA S I— —c— fy 0, ._.-�Bo Io roominghouse y } 53.1 DETAIL N Minimum Lot Width 50 ft. 50 f. 111 N Minimum Setbacks o ' , ` ca E (1l - 200 i A 2 j,�.,.I -Front yard 35 ft. 17.5 ft. l r -Side facing street on corner&through lots 20 ft. 20 ft d m -Side and 0/50 ft.l� 0/50 ft.131 t' - ! • I I ` y • 0/50 ft.131141 0/50 f.131141 u.Pa Fc y -Side or rear yard abutting more restrictive zoning district 0 h 0 ft ¢ _ -Rear yard SITE LOCATION 0, - Distance between front of garage &property line abutting a public or ��� e`_:.. Durham ,, t=m17: GENERAL NOTES �/private street. ne. Maxdmtua Height 45 ft. 45 ft. �� Q•a a e Ill +--+ n Maximum Site Coverage 75%151 75%131 eQ° � 5 U. rig , 1. DEFERRED SUBMITTALS SHALL BE > Ct Minimum Landscape Requirement 25°/5141 12.5%161 ' �SWO e' SUBMITTED TO THE ,ARCHITECT FOR 111 The provisions of Chapter 18.795(Vision Clearance)must be satisfied. - P g;. ' f2i Includes all buildings and impervious surfaces. L I , REVIEW PER OSSC 1063.42. O QJ CD <[ [3]No setback shalt be required accept 50 feet shall be required where the zone abuts a residential zoning district. ) ISIO [4]Development in industrial zones abutting the Rolling Hills neighborhood shall comply with Policy 1151 �/ [5]Maximum site coverage increased ions of Seed=18.530.050B are satisfied. DEFERRED SUBMITTALS (151DDE1z DESIGN) "--1— [6]Except that a reduction to 20°/a of the site maybe approved through the site development review process. C / C./ V C/F IRE-SPRINKLER SYMBOLS BUILDING LOCATION PROJECT TEAM 1 r 7 DETAIL NUMBER (-.Z. lall SHEET WHERE DETAIL IS DRAWN NUMBER ARCHITECT: !' DOOR DAVID 15ISSETT ARCHITECT, PC el 4 . °101 CITY OF TIGAR ..... 10940 SW BARNES RD., DETAIL © 1PORTLAND, OR 97225 Approved by Planning -SECTION NUMBER KEYED NOTE (503) 341 -444 Date: f l I ? / D�,VIDBeDBA�ARC1-1.001"1 Initials: r ) Aft1 •4 0 LETTER FOR WINDOW OWNER I . Revisions SHEET WHERE DETAIL IS DRAWN a IIIIi SECTION II k WINDOW ,1 ,. MISSION 1-40MES NUJ LLC DETAIL NUMBER . .5.�� P,O. SOX 1�89 /00,## SPECIAL INSPECTION REQUIRED — LAKE OSWEGO, OR 91035 SHEET WHERE SECTION 0 \\ State of Oregon Structural Specialty Code (503) 301 -3153 gal 15 DRAWN REVISION NUMBER 1 I I •. Concre nd Reinforcing Steel GENERAL CONTRACTOR I Its Installed in Concrete /" SpecialConcretei= JOSEPH HUGI--IES CONSTRUCTION ❑ t Moment-Resisting rams __ . _ AREA TO SE DETAILED11125 SW B,ARBUR BL�tD. OR ENLARGED \ / / ,❑_, Re nnto ing Steel&Prestressing Steel Tendons DETAIL — ENLARGED PLAN REVISION TRACT A - L►=t'SttuctUral Welding PORTLAND, O 91219 / ( 03) &24--T100 BUILDING 2 1 �� _ El High-Strenght Bolting own ELEVATION LETTER ELEVATION NUMBER Dy Chseked By Arg ,■__ �� - + ❑ Structural Masonry STRUCTURAL ENGINEER TA DB A400/BS ■■■■\��_ Q-'°--47 ❑ Reinforced Gypsum Concrete ;t Project Number ��i� Al 1■■■■■■■. eA'� • 1--TORN CONSULTING ENGINEERS INTERIOR ELEVATION KEY SWEET WHERE ELEVATION IS 1�������� ❑ Insulating Concrete Fill purl'taiTl Square SHEET WHERE ELEVATION IS DRAWN DRAWN •■■■■■■l•I ` J .. ❑ Spray Applied Fire-Resistive Materials -, 9320 SU) B RBUR BLVD. #135 ltt.,,e cute I■■■■■■■rr 6/28/11 '�11■■■■■I' 11° ❑ Piln Drilled Piers and Caissons it �Q��1—�'ND. O 9 1219 INTERIOR ELEVATION ELEVATION TAG I `�■!! ti / GENERAL NOTES. : ,.• 1 J �' ., D A. BISS11 ' Ili:\ .42,y / . , •R �` .REGON 4t1,0 , 4,49:„0„.7 ''� til � \�\ 011) \'\ } - KEY NOTE: -- u • O r',/ ......„., •��►� O1 LANDSCAPE BY OTHERS. LANDSCAPE A• REA 12-5% a U / • �,. 1 . MIN. SITE REQUIREMENT. oaA C 1 3 4 FAR '!19 a .ft: 21 q a LANDSCA A A 1,44e, e f f PE REt. ::: / ; o0 2 cj 4E 0 • :.;:::::: :: .:;:::::::.:.:;:.::::::�.:::::::.:.::::::; 0.td 12.5 MIN. QUI . > RE RED p �� �4::1� W ,1 1;:' PARCEL 2 . 34,212 eq.ft. -o 0 LANDSCAPE AREA = 4 41 a .ft. 0 ,; _ go � Re "II" � . 133 PROVIDED 12.5 MIN. REQUIRED >8.--- ti) > ° ::: % /10 :111:2,,, ADA A 1N / I D RK G • 2 P 0 2 0 0 i T s 3 RE 't( � I CI Nt- t 0 m TRA T A G Ilitakitalikidettlik::*:'4:a::::x,',.. 9 ir. 4D6 -0' CONC I A . 5 W K E L a •Qt k••'' a TRI TW T I R M 5 5 X 55 E 5 E DEE PRE /// a0P OP TY IN(oR ER L E _ _ O I 0 Q N 11Plr" / 0 ADA RAMP T / .' 0 �' B U I L D I N Gi1�\ ::::> ..,..:0-..:::' :": GHAIN L 1NK FENCE VFY ;44'; ' ` l i <'< `;>` 4`-O' CHAIN LINK F N A A I • / /ir�O �' ;'.'.` ' L E GE T P RCELONLY 0lir Li) G� \ � 4:110: o STANDARD b' HIGH POURED CONC. CURB fiYP- \ \ > 11 PARKING STALL WHEEL STOPS -TYP. ALL HEAD 1N \ �� ;'`::::: o SPACES • 12 1 '-ø' TALL POLE LIGHT DOUBLE HEAD - NO GLARE / -� 41) - <; s:` �,; y o SHIELD 13 BUILDING WALL MOUNT LIGHT FIXTURE - NONH GLARE • °<>? !` SHIELD BIKE PARKING INSIDE BUILDING PER 18.165050 / i • 1¢ TIGARD BICYCLE PARKING DESIGN STANDARDS (2) • RACKS/SPACES IN EA. BUILDING. Z / >;: `.gi:,:/ t5 PROPOSED VARIABLE HEIGHT CURB, IS MAX. .4 6 PROPOSED LOCATION OF WALL l-t-t n/ ____I E LI 0 ..."•21.05.:-:- • > 1� PROPOSED FENCE 1'-0' OFF PROPERTY LINE U.. el / i / ...• 18 PROPOSED FENCE ON TOP OF CURB r.4 E te.,., • % 11• v -....:z::::::::::- ,":...-:::"7/�\7!-- y 19 PROPOSED PEDESTRIAN ACCESS �" Qi > et In ~ ./ Q� �. '• y ID PROPOSED EMERGENCY TURNAROUND V f 0 r."-- r::'' } RECONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE. : •.> ' } 21 RIGHT IN PZ OUT. NEW DRIVEWAY ENTRANCE TO N PARCEL SEPARATIO/ / LINE ':'' ' MEET ADA SPECIFICAT1ONs. _„� ::: :lip } 22 FIRE HYDRANT1: a (Z fy. Qi 0 r • y 24 FDC / / • / a TNNNN OXA7r/ 90k:\ � - Q.- • ---)-6 TRACT A cF ;-� :S Q o /a - 07. De ,."..)iii: - .........................................................m,::.er ............... ri TA �/ ./ Revtstans 1� li/1�/Ita /::I.PBUILDING2 Ait 4, �` 7". THIS PERMIT SET �'®` 7-. � �► � °gyp � 41 . 1 1 .ss-E C)T'-* . - i „„.:„„„,,„:„ �p !)sawn BY Checked 8y --J 0 p • Project Number 7,7 • 0 . •411.,06Durham square Issue pate 0 • / 0 6/28/1 ........... __ N lir �,•\• ...:..,..,.;:.4.4:=,...... ., • ::r?;.'>:t.;;;::.':>;•e�R..; ';;;»:; F)rowtr►g al) Nene :.:::::::„::,:,:i,:::::. " c i . • k ; ell \::'::: ...: Durham square Sld 2 �. L. � I FL A\ q g /rs< tl �, t �y ii �' 7' 15' 30) Cr-I Sheet Number �. �,/ a p C ,.. • PERMITSET .I�C- . 2 DBAPC ©Copyright 2016 GENERAL NOTES: 40,D : ' . ID A. BISSETP 0 • 2_23 / , F2EGON # V KEY NOTES: of 0 0LANDSCAPE BY OTHER5. LANDSCAPE AREA 12.5% MIN. 51TE REQUIREMENT. PARCEL I = 3'1,194 scl.ft. `� LANDSCAPE AREA 1,446 sq.ft, a' 200%>12.5% MIN. REQUIRED I PARCEL 2LANDSCAPE= 34,212 sq.ft. (r) F- 0 CO III E AREA a 4,541 sq.ft. V i;f 13.3% PROVIDED>12.5% MIN. REQUIRED 0 CD ADA PARKING I"" 73 0 C) • TRASi-i ENCLOSURE .,0 .E U O h'-0' CONC. SIDEWALK > V ._ E < Ce (;) < 0 < 0 C) TRI-MET WEST SIDE EXPRESS O PROPERTY LINE \ A I ADA RAMP 'St' 01 c.),<) C1-iAiN LINK FENCE v1=1'. EIGWT W/ BNSF RAILWAY d. TRACT A i� '� 4'-0' CHAIN LINK FENCE AT PARCEL I ONLY r 1 ....,c144(ek‹, t) STANDARD 6' NIDI-I POURED CONC. CURE TYP.. NN Cc?) PARKING IELSTALL WHEEL STOPS -TYP. ALL HEAD IN 0 /c<Z<.�' S 12 16SHP'-0' TALL POLE LIGI-IT DOUBLE HEAD - NO GLARE ACES D I �_ - -- 13 BUILDING WALL MOUNT LIGHT FIXTURE - NON GLARE GI SHIELD I '+.. > 14 DIKE PARKING IN51DE DUILPING PER i8.'I65050 (v TiGARD BICYCLE PARKING DESIGN STANDARDS - (2) 0 ::: : : : ;: .:: : :::: :: :::: -c::; :::::;:':::'::;::::.:. RACKS/SPACES IN EA. BUILDING. 15 PROPOSED vARIABLE HEIGHT CURB, 18 MAX. a z _ .....,.... ._.... > 0 FROPOSEDLOCA ION OF WALL 0PROPOSED i -0 OFF PROPERTY LINE 18 Q O Q5 F NCFENCE ON TD U PR P ED E E P OF C B C) PRIL OPOSED PEDESTRIAN ACCESS CO. CV } 'C1 PROPOSED EMERGENCY TURNAROUND I � i •4 I : • REGON$TRUCT COMMERCIAL DRIVEWAY ENTRANCE, :::::•:: 13 21 MEET ADA ISPE�FICATIONDRIVEWAY ENTRANCE TO (�J nJ 1t Lam- 0 22 FIRE HYDRANT (v �..1 BUILDING _ (� C".) 23 DGDY LI 10,000 SF GROSS > Q Z n/ <':>:>; ` 24 FPC 1L- Iti::.::.::::.:.-.::::.::::.::. FFE 134' +1- Cf'?5 > C). cn , ®Nio 0 AI) �, f n E in CO "([ r- „.:::::::::::::::::::::::. _.. C �i 7., ..., ............. ............. i v 7• c) tit , ::::::::::::„.„.... i c) 7 .. , :::.::. 0 C). I / ® PARKING 1 1 I111110, 14 REGULAR STALLS - 9' 0'x18`-0' TYP. t:.:` / `1 �� 2 ADA - 9'-0'x18'-0` TYP Wl 8'-0'x18'-P>' LANDING 1 3 Al. �'::. .'::..:...... :.::•:.:':::';.'.. • iso TOTAL = 1 11000 RATIO a 07:7 el Revisions •::i::::::::::::::: CO ,................................ 7 • ,A II/I5/16 A. in „:„.:::::.::::: '- ...::,.._ ....„.....:„...: 7 .:::::„.e.K.:.: .,.:.:::::::::„..., ...:.:,... .....„........ ..„:„:.::::::::„ . .„:„:„.::::: ......,....... ......... • ,-:::.:.,::::.:.:.:.,:.:.:.:.: 0 .............,..... .......„....., 7....„:::::::::::::.:::::::::„... ,,,,,...:.:::::.„:„.„:„.,:,:„ .........,...... .. „.., ..:.:.:.:.:.:.:.:. w , • ............ �►� .. o ,,:::::::::::::::: .......... ........ ....................................... c10, '::: :: c � :: Drawn By Checked By TA 1 .15 Project Number Durham Squares :::i c? :•�:'�•`:. :: ' haus Date 6/28/1 Drawing File Nome •.:,--', // Durham Square 5Idg. 2 Sheet Number N i LILDI\G 2 SIT . 4\ 1 , AL2 0 l _0 11 0' S' 10' 20' 4 s..--• PERMITSET _ 5L EDC• . 2 DBAPc © Copyright 2016 GENERAL NOTES: = ' c:,4 .' D A. BISS E 0 * 2:23 L SEE STRUCTURAL 51.1 FOR FOUNDATION PLAN. fir . e.,(,' .RECON 1aa 4 AL1 OF 0 KEY NOTES F-'U E 0 ROOF ACCESS HATCH 4 LADDER - a Q (� L U 0 DOMESTIC 4 FIRE WATER SERVICE • Ank i (POTENTIAL 3rd CONNECTION1 � i" U A4.i A5.1 V) U ' ♦ ♦ ♦ ♦ m WC7 E F- -0 O d — @ " > U 72 L. ''T < Ce C3 < m T 4 0 In , 0 '' t- Nt ♦ MECH. ;r • `� RM. g 0 --] I \ AD • C) 1ri ♦ / \ N z... y \ I BUILDING 2 10,000 SF GROSS 0 FFE 134' +1- Z N rt 0 . —- ----___- (42)---1 41307 \ —I 13// A4.i I 61 A4.i Z n 11! (' Qt COLUMN 4 FOOTING COLUMN 4 FOO ING COLUMN 4 FOOTING �, (N SrI SEE STRUCTURAL STRUCTURAL SEE STRUCTURAL 1. CO E .�.,_ 010— I a \-61 CONC. SLAB ON GR4DE-\ V. (y. .i.-N 0 SEE STRUCTURAL O 4 et 0 D (Z ___1 (3 ‹t I--L cn t& ll , -i,,, E in i r ... n C PROPOSED SANITARY \ 1 LINE LOCATION / \\ / I /� i pok I / \ I 0 co vv. ! @ / Revisions i + + 1 • I t ! I I t I •I FIRE WATER STUB i i i i SANITARY STUB WATER STUB CANOPY ABOVE CANOPY ABOVE 6'-6' 12`-0' / I2'-10' / 12'-0' / 13 "" '-@' / I2'-0' ' / 13'-2' / 12'-0' / h'-Ea' / / 100'-a' alik A4.i Drown By - Checked By 1 FLOOR FLA\ - LE)G. 2 T� �� Project Number 42.1 118 ii i �, 0' 2' 4' a Durham Square VIIIINNi issue Date N 6i2sin Drawing File Name Durham Square Bldg. 2 Sheet Number _ A2 1 PERMIT SET 5LEDG. 2 DBAPc ©Copyright 2016 GENERAL NOTES: D = ' . r•f• D A. BISSE1T es 2_23 1. SEE STRUCTURAL 512 FOR ROOF CONSTRUCTION j,/ ly,e, /-. • j•- •; •REGON OFO r— a o w `.' CO all -r) O T WALL L ICI-IT \--- 0 i-i . 0 ....... I -7-S1 0 > U .5 < IX ° < -° m 0 LO i 0 d- � d- � d- iN d- 3'x3' ROOF ACCESS HATCH61 . 0 in 111 in in in o o N 0z Q O'' _i -0 � c{1 WALL LIGHT BEAM LINE SEE STRUCTURAL " cq z ca E . I .4 r-4 _i 1 i WALL LIGHT (1 ].rX-- U LL. U 0 1: f1 0 0 n t'T) ft (k. 0 "<[ ko Q 0 ..t._ r-- 33'40" 32'_g" / 33'-01 i a ff ROOF TOP MECH. EQUIP. •n 2 UNITS fit 500 lbs. ea.(3 TON) Q11111 11111 8 Revisions / \ 11/15/16 /�\ WALL LIGHT BELOW -- CANOPY BELOW CANOPY BELOW LIGHT • Drawn By Checked By T,4 DI3 ROOF FLA\ ' EL DCS. Project Number OR 118° 1 i - ii 0' 2' 4' a'iONIIi !Durham Square iU Date 6/28/11 Drawing Fite Name Durham Square Bldg. 2 Sheet Number A3 . PERMIT SET 5LIDG. 2 DBAPc ©Copyright 2016 • r r tf. D A. BISSETT, 0 �` ,i_ ./ . „i , 2.23 , j.- .RECON s /4 44' 4 OF 0 EU E F-- pa „ E u V) I-- E dT.O_PARAPET 0 T.O. PARAPET cn 4.) rti- Y +30'-0' +30'-0' W 0 0 Jo E -- — — -- -- — — i- -0 Q_ 0 _ __ _ . .�-. _ - o - 0 C - 1 1 > U > Q 1 1 . < Ce 0 < t.- _ .- _ --� 0 < 10 = I: ;1(2) 8 ' (41.1 lf� 0 ‘ct- 11Nr \ • re");1- // N) yGRADE di GRADE 0 O +0'- 'r r_1 -1 T' +0'-2-i r-1 -J1 1 ELIILIDINCI 2 - (LEST ELEV4TICN 2 EUILIDING 2 - NO T ELEVATIC\ 44.1 1/s" = ii -oll 0' 2' 4' s' A41 1/4'1 1 ' -0" 0' 1' 8' 4' 0 [�'� I'E1.EI E ei, • __.j E E lYm E C E0 1 c 1; T.O. PARAPET 0 0 _ T.O. PARAPET T -- �I +30'-0' - +30'-0' 1: �� Ali 6. nr, o B.O. ROOF STRUCTURE 0 A All A7.1 q 0 --- --- __ __ ___ ,__ 0 - B.O. ROOF STRUCTURE �,,1•« l...l ("� o�r, e LOW SIDE -- -- -- --- --- --- — LOW SIDE Q +24'-0' ili r All IN A II �, 2 T.O. ROLL-UP ..- _. ..._ E l�- TYP. A1.1 -1115111- ..,„\ /-- +18'-0'Y l0 LE ,6\ f E 1 111 M ' I ___I (-.3 (.1) ..4 ji B.O.0 CANOPY _ _ _ _ .��.�� TYP.0 0 or-T ;tet ; . . I ;_xI__13.0. CANS PYdk Jul k� V 4 TYP. Ali T.O. STOREFRONT _ TYP. g E'� /4' , , 0 , , ‘ ( 1 ') Ali it 0 � 0 .. . A"(.1 'MIN /21-11-f? _ ` 5 N. (3) TYP. �A�.1 l / \ E `i fa TYP. TYP. *, \ e eCI cik GRADE 0 — -- \ / _ GRADE L J- L \ J/ 0-------1- 4 UIE N 2 - OL T EEEVATICN I I\l 2 '� l I \ 4 " 0' 2' 4' 'a � 1/ = 1 —0� Revisions 1A 11/15/16 A4.1 1/Su _ 1 , _0„ a' 2' 4' 8' PilrilliMli GENERAL NOTES: KEY NOTES: 1. SEE STRUCTURAL S13 FOR WALL CONSTRUCTION ) STOREFRONT WINDOWS 12'-0' HIGH 0 STOREFRONT W/ ENTRIES ® CANOPY Drown Dy Checked By 0 GLASS PANEL ROLL-UP DOORS 18'-0` HIGH AT FRONT DOOR ONLY TA DI3 0 eo' EXPOSED MIL. CAP FLASHING Project Number Durham Square DASHED LINES INDICATE APPROX. BOTTOM Sone Date `J OF ROOF JOIST FRAMING. (7/2$/1-1 (--:1') ROOF DRAIN DOWNSPOUTS 4 OVERFLOW Mowing FS* Nome \...`.! SCUPPERS 51-101UN FOR REFERENCE ONLY. Durham square 81dg. 2 0$ SOLID SECTION ROLL-UP DOORS l8'-0' HIGH Sheet Number 0 CONC. SIDEWALK/LANDING 10 WALL'LIGHTQ 4 A , PERMIT SET E3EIDG. 2 DBAPc 0 Copyright 2016 GENERAL NOTES: ��• �D :, , 1. SEE STRUCTURAL 51.3 FOR BUILDING SECTION ` ., D A. BISSETT 14 INFORMATION. :' i 2= 3 lir 4#(1 // • la j•- ;AREGON ictb 46 Ank .4 O. I 1 0 r. MEMO.r. _ _ A6 KEY NOTES: OF ilIMII 0 6' CONC. SLAB-ON-GRADE C� SLOPE .125' PER 10' TOWARDS OPENINGS r D. 0 oik T.O�PARAPET _� � I (—�'-"� ',. SEE STRUCTURAL 0 +30'-0' 1 I SLOPE ' per FT. MN. j 0 _ _ - _ _t_4- 0 _ 02 STOREFRONT WINDOW/ENTRY DOOR SYSTEM W LI B.O. ROOF STRUCTURE t ""�� ,� �a �t.�1i`:��t;'ti�t��t.,��i��4�_1_ ���4M&1�+1 ,!.1i/ =���t��_1'��.G���i�,!��a���.a� = LOW SIDE �.1*'�1►.����� ���1 a�.1��A�.+__ ....�►..... 2-4'-0' – – I ...‘.A........................ 0 HVAC UNIT: 500 `(3 TON) WEIGHT, VERIFY WITH (r) ( Q + 3 BIDDER DESIGNER mWc E 0 R-38 VINYL FACED BLANKET INSULATION I— --0 0 I 0 _ © T.O. ROLL-UP 5j () V •5 ,46 +12'-0' - 'r` Q 0 Q 0 < 0 LO 0 d- 66 GRADE _ . € T- +0'-0" .. = -- f. y • • •. ._•- �„ i •. Si l •.................................... • L J .-1,-::-•:-.*:-....:::.:,:.:_:,::::,...:,..„:„.„,„:::,..„:„:„ • L1 in E3L- ILDNC1 SECTION ..._ J LO ,45.1 1/8fil _ l .I 0' 2' 4' 8' viimili _ 0 z z CA . - 1:)COiR SC-E1-.)1.01.... _ WNEDOUJ DOOR & WINDOW NOTES. 0 .A -0 N0. SIZE DOOR FRAME NOTES SIZE FRAME r}—, N MARK DETAIL NOTES V 1-- WIDTH NEIGI4T TYPE NICK. CORE MAtt FIN GL RATING MAT'L FIN DETAIL RATING WIDTH NEICNT MATERIAL FINISH 1. ALL DOOR HARDWARE FINISH TO BE SATIN STAINLESS STEEL. 201 3'-0' S'-0" SF 13/4 - ALUM DB TEMP - SF DB BY SUPPLIER - ADA ENTRY LOCKSET BY SUPPLIER A 12'-m"" 12'-0"" BY SUPPLIER ALUM DB 12 PANEL PER ELEv. 2. GENERAL CONTRACTOR 4 DOOR/HARDWARE SUPPLIERS TO (n 202 3'-0' T-0" HM 13/4 - HM PT - - HM PT BY SUPPLIER - ADA EMERGENCY EGRESS BY SUPPLIER 8 12"-0"" 12"-0"" BY SUPPLIER ALUM DB 10 PANEL PER ELEv. PROVIDE DETAILED DOOR 4 HARDWARE SCHEDULE, ,�,nn - SPECIFICATIONS 4 CUT SHEETS/SAMPLES FOR APPROVAL PRIOR d) (�/ TO ORDERING MATERIALS. +�- O 203 12' 0' 18'-0" 3. WINDOW SIZES ARE GENERIC, VERIFY W/ MFR. PRIOR TO0 204 12'-0' l8'-0" FRAMING. Z +�-+ 1-4 ABBREVIATIONS9 < cp Q0 ALUM ALUMINUM - DB DARK BRONZE PT PAINT lj-t-m 1 E l. ) SF STOREFRONT <1. 1 HM HOLLOW METAL • it Revisions Drown By Checked By TA DB Project Number Durham Square Issue Date 6/28/11 Drawing Flle Name Durham Square Bldg. 2 Sheet Number AS , 1 PERMIT SET E3LDC , 2 DBAPc ©Copyright 2016 GENERAL NOTES: f,,D . • ,,, ,,, .,. D A. BISSEIT 1 VA,i 2: 3 ,/ S AC iiYr /7-•- :AREGONe' T .. TT "' OF 00 SIM. KEY NOTES: .136'-o.PARAPET _ 11 -1 I il 1 I _ - - - t.O. PARAPET L 3' CONC. SLAB-ON-GRADE WI OPTIONAL 6x6 10/10 }'.." W�.Wy M.SON MIN. 4' COMPACTED ROCK 1U/CONTROL ( . 1/ 11 \.1.1.1_\./ \ / 11 \ r-\1 \ 1 \ / \7 \ / I \ ,JOINTS. 1 . ..- SLOPE .125' PER 10' TOWARDS OPENINGS LU ( (*) W ALM" ♦ itiiii:►�'►ii/itiiii.iii, I WELDED METAL CANOPY AND ROD SUPPORT, ♦eeeeeeeeeIt%6 eeeeee►e♦ PAINTED. tJ) U 0 I \\N %4411111r I I `�3 fLdW-STOREFRONT WINDdWS - DARK 3RONZE WI GLAZING In W _a II 1 \ / \ / \-I \ / \ / \I ‘i \ 1 ‘.1 ‘i \J \ / \ 1 \1 S / 4 CONTINUOUS RAIN DRAIN SIM 0 ( U e�eieiee�•���eeeeeeeeee,!iieeeeeeeie� = U > �° a 1E3.0.LOW SIDE STRUCTURE Q Ir C7 7 +240 a < 0 •inIt0 N • Nt rf III 0 1 ALM" C4 Wier A nv Irell IA0 r- ) ', ► , T I I C), • I I c(1)) IS T T �C m I I0 i ; N 0I I— II I I- -. 1 +121-0'OLL-UP I ____, I LK.,. fk. T n0 L _ _ _ J 1 et T B T C3 1 1 CO Qt 0 Si I-.. _rte E 1 r.T W.T Cip cli GRADE ;wi' w 0�;•.;� r �:;r +�Al rr l' . !` ar;r► GRAD E Revisions +0`-0' t► ruai► 410 4Ir4114,4, A-4► s0 s ! +0'-0' ` v.-v::. yvLv v - v.�+ . ° r .4 d o v . . d *•i!•*•.!t•a•;. 1 *r i#c eatI liallilkolt ...4.�4 r=' .'I=' -I : - vTVP Or OP 'IIPAIWIP AP 411411"14110•1•46.011,46040 41 4P *111PlU*AP * )�.;0 ;a.;..;w;•;�0;:;1!o � .: ; � V! a� ' \ TQa VIPa!+ III eto!Vo1�o 111 r'a!+'l+o;+r;ro;c "4!•! !w!•tiiat . _ , , . r . 'el wi • _ . sta . }i;� • , dd . ;a 0. ;� ;.1 ; r;• ;w;ai; .:•.v. . . 1 b• ! l� �41 +!• !, <7 ` .lal•!Ob air �! 4l�! !t!s i!, ! , , , hi lVl•lIlti��Oro 1, 4011,004V40114011,004V.010•16,0:1+16+}ate;•.;i;�;..4rro e c !s!..;a;v. .0 ; !.r; a ! . 1 1 ;1r; r; r;ar;c + e l ; ; it l lis a �WOW417� 1W�IWi W � hil lsir! ! ! imso►llaosei I► 40 a a a fir' imo► tota%/ lilapl i !`!`0`!`0`41`!`! ` !`1 11.!x!`!'!, l+,l'.411 ` l10►!0'!+!`!`!`!`!`!`40.4 !` l ► Y• 4� • i�a ! •�a ! e • 2 �l/•�Ai"+�1 h• �a ♦ ,�• t; a i7 � a i ��a a rpt tea ; � �a +.; v. aa � a—s !a.. i4 ± � �i! i i„ i * �i '4l#l,0l hl; l#l44hl ,41,004.40.400.; latepll�l; 41l4hllhhll4l1la*al4h ill ow - mi.;i;i;lir;g a;imr,; ;..;i;..;..;..;s;a.;ID;m 1,;ter;a.;IN,;V!ao41go 0.s.0ilk,;a0; 1010;a►0*00+r;I►;Imo 4IbAr.;ar; 1 *+1�r 41 •r�1w.►;�;ar;w; Drawn By Checked By +� • .s ,• �• • �• ,• .� ,.� ,• s ,� • �� t ,a! ,a! �• .• .� . ,r► +s .w „• ,.t e• ra ter► 4• .�! 0 w �• ,�• ,fir ,• �,. t1l .� 1u • l.��i!'!'!�!�"!'l'"O�l'�"!"!"''�1��!"l'"!"i"`!"!� `�'P!'"�"!'a!�"�,�,l�v�►a►1,�►1/ie,rie,!►�,riie►h„!►�PlePl�, ,�,�rPl;�;!'' .CA D$ ;1r;+•; ! w.;�;i.;•:;17;4.;s;ir; 41~! !1r;�;li 41., 41 a 6!w; i.; 1 a.4ir;.•.;•;�t.41�;ter; .r;.r �•iv.I*sop*(pi= AP_ #l=.il l�hl;. �� , - ;• }� }«hl !lll. � l ."l l � . l��l�� 41!Ql�!`moo!War "'; 0 0'"!• le!0 VI It!'"•r' Project Number Durham Square how Date 6/28/ll Drawing File Nam Durham Square $ldg. 2 1 WALL SECTI0\ 2^ WALL SECTIO\ s mbK &.. 1/2 " = 1 ' -0' 0' 6` 1' 2' ,oro. 1/2 " - 1 , _0" 0' 61 I' 2' A ‘3 . 1 PERMIT SET 5LC2 DBAPc ©Copyright 2016 i` CONC. PANEL D A. BISSETT 0 3/4 CHAMFER 3/4' CHAMFER / • ; / e EXTERIOR4 f. ,' .RECON �ter a 4 . 3/4.' ° ' ' ° ° OF o 3/4' CHAMFER m ° a r75.t. v d ° BACKER ROD t ` 171110111SEALANT 3/4' CHAMFER CONC. PANEL a 4 3/4' CHAMFER L.-- V ° E I a o 1112m'-a' d d STRUCTURAL ADDITIONAL INFORMATION I.... 0 L- V) 0 • /' ////////7/ .// /// .�. W a 4 eH ri-F) CO N JO \T T P. PANEL JOINT -0 o II dd ° adt,/ ° a n a SIM ©�136 'I " �' 3' 6" 14'.l dd Al1 1/2 " = 1 ' — , " ,4� 1 . 1 1/2 = 1 -0 / a d a ° CONC. SLAB a d d e 4%,_ *5 / a4 4 d - ' 8 al d ada d ° < Ct ° <C4 6' CMU BLOCK WALL / v ° ° a4d ° U a ° d dc d 0 4 Qv da a a . NOTE: / d . ° '. 4 °4 . °4 a GATES ARE TO BE HINDGED ON a a4 4 d a 3/4' CHAMFER 'S 4a ° d ° / 4' P.C. CONC. PANEL IP ' FRONT EDGE OF ENCLOSURE WALL / ° ° ° d 4 d "_ f ; HOLD FRAME BACK `d 4 1501° SWING. /a d ° 4 a .4 / \ HOLD FRAME SACK PROVIDE PINNED HARDWARE IN d ` /j� V4 CAULK 4 3/4' CHAMFER I/4', CAULK r- OPEN 4 CLOSED POSITION . Q` 3/4' ° a I JNI 0I f , CHAMFER j�I' 44 �, ro \ \ / ; A•/ \ / STOREFRONT WINDOW ""-" CASING BD., 1/4' HOLLOW MIL. FRAME 0 �,,, 1-0 \ \ .,� HOLD FRAME BACK E""', JI.. B.R SEALANT \ �/ / 1/4", CAULK STOREFRONT (HEAD 4 SILL SIMILAR). �- `_._ '15' CLEAR ACCESS IN "" -"` _.---- WINDOW FRONT OF GATES CN _ 0 3 WINDOW JA ' WINDOW E4D ' OCJAI (HEAD 4 SILL SIM.) Z 1-5/8 DIAMETER HD. GALV. SWING GATE FRAME WITH 1-5/814-1'1 1 1/2 " = 11 -0" popi"inami0 31 6* 1 '61.,.:11 1 1/2 " = 11 -0" 0. ' -0" 0 3 6 i "1 1 1/2 " = 1 r _ tt 0. 3 6 1 (:). . H DIAMETER D. GALV. DIAGONAL BRACES,ALL Pillaelimomi flimialiallimi __I 1:5N. WELDED CONNECTIONS. Cf) UT HEAVY DY 6 GAUGE, BLACK VINYL-COATED GALVANIZED •••••ti�,o;v►.,•S:❖:+:❖•••: :3''o+:+:+*: •••• •+'•3• ••• :.•••• .*:.:❖:� N %i•%Si•Si•3i4•ii'�i•••••1.1.1••••. •1.1+.•i%i%%i% ••:• •;.•i,....ii•...•.• •%��'.Oi•%•a�%%%%' I WIRE FABRIC MESH WITH ►�2B�:•::•••4. : i •Z�:�:�:::d�:+�:y3�A 3• �:::+:�:+'.�••.•'*S.•:•:3::+5'%3.• ••:* �*� N BLACK VINYL STRIP-TYPE • ••• • �;•0.... .;±:;:,±;�••;:,:'�:�►2:�:.• ••••�•. 5;* ....'�+:::�;:�3+:% •:�%'�.• i '-' To VISUAL SCREEN INSERTS IN ►+.+.•+•.•+0Doo•3+a••000�..,.,3.,.,.,..,...53+om•• • •+:.,.,.•.+,+,y*►,..,..�,•:, `,.,.,+•+3,.•+,.❖.•., E Q `i••i•+'•i•''•ii•i'ilii•3'�i•3►'Ri�Oi•'i+i'isiiisii•i �:::::o�:•O�i: i+ i•:%:�•. �• • cw —.1, I ENTIRE GATE AREA. •• GONG. PANEL ii+3."+i+. i•Sii•iii••'i•ii�•i•'•iiiii*:+i�ii+�'• +•i'i•iiii0'•ii•3111♦ir5'�i,L'+.�Spp%p%%�%%i4��'. ill viii•3'•iii:40 4.1•.."• ii0'�•ii3i• 'ii•'•i+iiiii•, �•319. •3i•,••:••••Siii••.:••,44i•'•i•'• -' 111 12X12 STEEL COVER 33.:141+3iii•••V .+33••••••'••:y'•••••••• •33.•• •••'•5••••55533:1+• •••3:•i�..' .9 co 12x12 STEEL COVER 3 i/2 14.D. GALV. FENCE POST, ,�•�,••y�,:,�,5s: 2x PT NAILER (RIPPED) • r„D , S FORMED MTL. COPING (PAINTED) `,)i.”, ♦ ♦_♦ _ ,.,,,uwr 0 A. BISSETT { l . 2- 3 ---. A ♦ -,, 1- -MEMBRANE ROOFING j•- •REWN ` OF 0. - { * EACH END CONC. TILT PANEL OVERFLOW OPENINGS I MEMBRANE FFLASHING{ • < , it u E _ L.1..! CLEAT < W.P. MEMBRANE (r) V 3` ii,_ ♦ COSHT. METAL FLASHING W U a (k I Sl n CANT BEYOND I'"' -0> ♦ TAPEANT t U 0 NM _ � -C 51 ///1 Q { CONTINUE TOP PLY OF ♦ ♦ r > {� 72 2 ROOFING UP WALL 12' Ai D d U "� `—, HIGH 1111VAIIIIA -o m < 614T. METAL 0 < MEMBRANE ROOFING COLLECTOR BOX NN CANT A Ln ROOF DECK ISISSA1441" �j• 1 'J- PROTECTION E Q INSTALLATION BD. r-- Ni ,., z' - 1P4110‘110‘ 7, �}- / \ / 1 R-38 VINYL FACED Q BLANKET INSULATIONI ri-) TYP. 10 - EXPOSED M 0 I N4i,it , \ ‹ QLf) <7.. littiraPtito olt -\ STRAPS TOP,-----NNN R-38 VINYL FACED MIDDLE, 4 BOTTOM II BLANKET INSULATION k/ < TYP. - EXPOSED A 6'x6' SI-IT. METAL _ Q CI DOWNSPOUTSQ Q A ca E (0 rii ri-' Fe CONC FANEL 2 SCUFFEIR SECTION A ' a — \, 23t = 1 -0IO' 1' 2' b'ilimlallimmiiiimil 0' 1' 2' 3' b' ill rtO� ,� 3ii - i -0« illenimilimmisi i-- ff, ____t 1 -6 / / 5' / 8' / 5' / / g. / (3 ,tt FACE OF CONC. PANEL QiV 7-4 E Lo ♦ 61x8' SCUPPER OPENING 4OVERFLOW OPENING .4 r- __ ---{ BEYOND Qa _ .---- V ♦ \ I_,__ , _,. _ _:__1 o� e Revisions ♦ 1. Zs. \ / % / 2, 1' 6'x6' SHT. METAL --- DOWNSPOUTS Drown By Checked By TA 013 { Project Number Durham square bew Date 6/2E3/1'1 Drawing RI* Name FRONT SIDE Durham square 81dg. 2 Sheet Number ( COL L CTO QX L V4T I ONS 1,3/ 311 - 11 -00 O. I' 2* 3' b� 4 2 ,„,,.._. PERMIT SET 2 DBAPc ©Copyright 2016 CODE I 1 ITEM I COMMENTS CODE I I ITEM I COMMENTS ` D ' ♦11 9 r GENERACARPENTRY 000110 ARCHITECT NDITIONS By Others ' 061100 FRAMING SUBCONTRACT Parapet Nailer Installation 000111 STRUCTURAL ENGINEER By Others ` ,i. D A. BISSETT/ 016 061101 FRAMING MATERIAL Parapet Nailer Material 000112 CIVIL ENGINEER By Others 2= 3 / 'S TOTAL CARPENTRY 000113 GEOTECHNICAL ENGINEER Excluded 000114 MECHANICAL ENGINEER Bidder Design AV,/,' // • 000115 ELECTRICAL ENGINEER Bidder Design ey ,;•- REGON 44;:t THERMAL&MOISTURE PROTECTION 006103 MAINTENANCE BONDS Excluded ", � R-38 Batt Roof insulation with Vapor Barrier Pinned to 006104 PERFORMANCE BONDS Excluded OF 00 Underside of Steel Decking.R-19 Insulation at Mechanical 006204 BUILDERS RISK Excluded Room Walls. No Insulation has been accounted for on 007890 FEES&PERMITS By Owner 072100 BUILDING INSULATION Exterior Walls or Perimeter of Interior Slab 013101 PROJECT MANAGER Tremproof 260 Spray Applied Waterproofing at Perimeter of 013103 LABOR SUPERINTENDENT 074100 WATERPROOFING Building Footings and 2'up onto Concrete Tilt Walls 013203 PLAN REPRODUCTION � iE Mechanically attached(1)layer of 1/2"primed dens deck over 014001 SAFETY REQUIREMENTS V steel pan deck,install.60 mill TPO single ply roofing system 014002 WARRANTY REQUIREMENTS li O 075401 MEMBRANE ROOFING fully adhered,with a 15 year manufacture warranty. 014501 TESTING&INSPECTION SERVICES By Others a. INCL Parapet Coping,Scuppers,Collector Boxes, 014502 TESTING LAB SERVICES By Others 0 Downspouts,and Cornice Cap,and Moldings at Canopies 014503 LABOR PUNCH LIST ♦ ^ U 076100 SHEET METAL ROOFING©PERIMETER Overhands Noted in Detail 1 on A2.1. 014504 PUNCH LIST MATERIALS �J J L. 077101 GUTTERS&DOWNSPOUTS INCL with 076100 015101 TEMPORARY ELECTRICITY 015102 TEMPORARY FIRE PROTECTION Caulking and Backer rod at Exterior and Interior Tilt Control 015103 TEMPORARY HEATING Excluded 079201 SEALANT&CAULKING Joints 015104 TEMPORARY LIGHTING CO W E TOTAL THERMAL&MOISTURE PROTECTION 015107 DIGITAL COMMUNICATIONS -0 0 015109 TEMPORARY WATER i t 0 015201 FIELD OFFICE(TRAILER RENTAL) ©✓ DOORS&WINDOWS 015202 TEMPORARY SANITARY FACILITIES �■ Z 081000 LABOR DOORS&HARDWARE Door Frame,Slab and Hardware Installation 015406 EQUIPMENT RENTAL ` -0 p Curries Hollow Metal Doors and Slabs with Hager Hinges, 015408 JOB SITE SUPPLIES/CONSUMABLES �" V 5 l Dorma Rim Panics,Dorma Closures,and Door Threshold, 015603 TEMPORARY FENCING Rain Cap,and Sweeps. Note that Door Frames to be Punch 015801 PROJECT ID&SIGNS Q E -0 <081100 STEEL DOORS&FRAMES and Dimpled 016602 ON-SITE CONSTRUCTION STORAGE coQ 083100 ACCESS DOORS 3'x 3'Roof Access and installation 017110 GEOTECH REPORT By Others fat Q (1 EA)12'0"wide x 18'0"tail Wayne Dalton KAL Full View 017120 SITE SURVEY OH Sectional Door 017401 LABOR CLEAN UP LC) -Dark Bronze Anodized Aluminum 017402 PROGRESS CLEAN UP MATERIALS 0 d" -1/8"Clear Annealed Glass Sections 2-9 017403 DROP BOX t DUMP FEES s4- y5 -Section 1 Aluminum Panels 017407 FINAL CLEANING Window Cleaning and Exterior Storefront Cleaning "4- -Double End Stiles 017601 WEATHER PROTECTION Wet Weather Conditions Excluded -3'Track 60"High Lift 15"Radius 017800 PROJECT CLOSE-OUT DOC. '1-- -1 ea inside side lock TOTAL GENERAL CONDITIONS ID d- -White PVC Head and Jamb Seats - rr) -Chain Hoist Operation _ ro (1 EA)12'2"wide x18'1"tall Wayne Dalton Mdl C-24 SITE WORK&DEMOLITION • Insulated OH Sectional Door Footing Excavation,Footing Backfill,Pavement Fine Grading, -24 gage Steel,Polystyrene Insulation wt Poly Back Sheet Sidewalk Prep,Curb Prep,Trash Enclosure Prep and Backfill, in -Color.White 023156 EXCAVATION Building Pad Prep,and Landscape Prep -2"Track 60"High Lift 023700 EROSION CONTROL Silt Fencing/CBI's/Bio Bags -1 ea Side Lock Water Tap,Water Line Chlorination,Main Water Line,and -White PVC Head and Jamb Seals 025100 DOMESTIC WATER SYSTEM Water Line Laterals 083600 OVERHEAD DOORS -Chain Hoist Operation 025102 FIRE WATER SYSTEM Fire Hydrant and Fire Water Lines (Y. Sanitary Tap,Sanitary Main Line,Sanitary Laterals and (NI 025300 SANITARY SEWER Sanitary Man Hole. CODE I ITEM COMMENTS 025403 GREASE INTERCEPTOR Excluded U.A.Alluminum Bronze Anodized Storefront Assembly with r 7.0 Low E Insulated Glazing. Storefront consists of(3)Opening CODE I ITEM COMMENTS Measuring 12'x 12'with(2)3-0x8-0 Single Door Man Door Trenching,Installation and Backfill of NWN Gas Conduit E — with Medium style and 10"Bottom Rail Along with Associated 025507 GAS SERVICE Sleeving 084100 ENTRANCE&STOREFRONTS Door Panic Hardware and Closure Storm lines,Catch Basins,Rip Rap Pad,Storm Treatment ^j 0. TOTAL DOORS&WINDOWS 026300 STORM DRAINAGE Basin,Storm Man Hole,Water Quality Man Hole ,. Assumes(1)Mobilization and the Placement of(1)Single 3" 027503 ASPHALT PAVING Lift _ (14)Parking Stalls,(2)Handicap Parking Stalls,(1)ADA Z 'n ff C(1 FINISHES 027600 PAVEMENT MARKINGS Pavement Hashing,(2)ADA Parking Signs N Prime and Paint Concrete Tilt Panels with Elastomeric Paint, 027700 CURB&GUTTER INCL with 027701 O in E " Paint all Hollow Metal Doors and Frames,and Prime and One move-in included for all site work. No details for site Paint All Steel Canopies. Pricing Reflects that of a(3)Paint concrete provided in bid documents as a Result Proposal Color Scheme, Paint Material Supplier to be Sherwin Assumes City of Tigard Standard Curbing Including Standard i-- 1 2 01 099102 PAINTING EXTERIOR Williams Details 120 for Sidewalk,125 for Standard Curb,128 for ADA 099801 MASONRY SEALER Sealer on all Exposed Masonry Ramps,and 143 for Commercial Driveway.Curb pricing O/ f TOTAL FINISHES based on machining all standard curb. Curb listed as V l�fy0 "Variable Height Curb"per sheet P400 is assumed to be a n j 027750 SITE CONCRETE standard curb per City of Tigard detail 125, --- . . EQUIPMENT Allowance Provided Due to Lack of Detail Provided in Bid 1.1— u 111600 [LOADING DOCK EQUIPMENT I Excluded 027754 DRIVEWAYS&APPROACHES Documents to Adequately Price TOTAL EQUIPMENT 028100 IRRIGATION SYSTEMS INCL with 028100 540 Linear Feet of 6'Black Coated Chain Link Fence at `J tiNi ff. 028200 FENCES&GATES Railroad Easement #-LL 028404 PARKING BUMPERS INCL with 027600 Qi MECHANICAL 028701 BICYCLE RACKS Assumed will be Required by Jurisdiction 0_ (I) Bidder Designed Assuming Extra Hazard Density(Class IIi 028704 GARBAGE ENCLOSURES INCL in 033100 and 042200 Commodities to 20')with Water Flow Indicator,Tamper 028901 PARKING SIGNAGE INC with 027600 ti) \ -'-�- Switches,Control Valves,Standard Upright Sprinklers, 028903 LABOR SITE ITEMS Bike Rack Installation Eto Overhead Door Pendent Heads,All Required Seismic 029201 LANDSCAPING Bidder Designed Landscaping r Hangers and Braces, Permitting,and Design Required. Fire TOTAL SITE WORK&DEMOLITION 111 1: Sprinkler Scope to Commence 5'Outside of Building.Pricing 153000 AUTOMATIC FIRE SPRINKLERS also include FDC Connection and DDCVA. z a Install 6"ABS Underground out to 5'Outside of Buildings, CONCRETE ....._i ff, Install 2"Copper Weather Line in Joist Bay along with Angle 032101 CONCRETE REINFORCEMENT INCL with 033100 154000 PLUMBING Stop for Future Tenant Expansion 033100 CAST-IN-PLACE CONCRETE Concrete Footings/Slabs,and Tilt Wall Panels Install(2)3-5 ton RTU Curbs,Install Gas House Lines to 033102 SLAB ON GRADE INCL wit Units and to(2)Future Gas Fired Unit Heaters.All Associated 033910 SLAB SEALER Concrete Slab on Grade Sealer -n 157000 HVAC Engineering and Permitting TOTAL CONCRETE TOTAL MECHANICAL 0 CI MASONRY ELECTRICAL 040808 MASONRY REBAR INCL with 042200 207 Square Feet of 6"Smooth Gray CMU with 3,410 Square Feet of 2-1/2 Standard Brick Vemer,Mortar,HDG Wall ties, 042200 MASONRY Weeps,and Final Pressure Washing. install(1)400A,208/120V,3 Phase Service. TOTAL MASONRY Install(2)200A,208/120V,3 Phase panels for(2)Tenant spaces METALS Install(1)100A,208/120V, 1 Phase House Panel Noted HSS Columns,Headers,Double Headers,Ledgers, Revisions An allowance for 100'of PGE secondary conduit. Actual location is not known. Roof Joist Embeds,Canopies,Canopy Decks,Rods,and The available fault current was not provided at the time of the 051200 STRUCTURAL STEEL Turnbuckles. 164702 PRIMARY ELECTRICAL DIST. bid, It is assumed that the AFC will be under 14,000 Amps. Installation of all Noted HSS Columns,Girders,Joists, 051202 STEEL ERECTION SUB Ledgers,Bridging,Decking,and Canopies CODE I ITEM COMMENTS LH Series Joists and Girders with Standard Erection Bridging Branch circuits to be in EMT conduit and MC cable where and Bricking along with ASC-B-35 1/4"Roof Decking,20ga, allowed by code. All homeruns to be in EMT. 052100 METAL JOISTS G60 Galvanized. Underground utility conduits to be PVC with PVC elbows. 053100 METAL DECKING INCL with 053100 Under slab conduits to be PVC with PVC elbows(1)2 lamp, TOTAL METALS T8 strip fixtures has been included near each panel as required by code.Site lighting consists of(3)LED Street lights with direct bury fiberglass poles with photo cell control All equipment connections to be single point connections (8)LED Wall pack fixtures on exterior of building with single photo cell control _ Excavation for site lighting provided by others. I I (�'"�� SF _ All branch wiring to be in EMT conduit and MC cable where estTL 1 ! �L G: ! I �fi f 1� l��` "� ' code allows. All homeruns to be in EMT Drawn By coed By Spare lamps,ballast,and lenses have been excluded. \ j',/ NTS TA De Wiring to(4)208V,40A,1 Phase RTU units have been \ / 164902 SECONDARY ELECTRICAL DIST. included. Control wiring by others Pro Numberject 165100 INTERIOR LIGHTING INCL with 164902 Durham Square 165214 SITE LIGHTING INCL with 164902 Issue Oats Excludes Demarc Assumed to be Provided by Service 167000 COMMUNICATIONS Provider 6/28/11 This proposal includes aliwork associated with this scope Drawer File Name represents our vendors interpretation of the minimum code requirements for this project including:permit hurham square RIdg. 2 drawings,documentation and fee's. This proposal is based on the design for a Group I Sheet Number Occupancy classification We have not included any additional devices or system modifications as may be required by the AHJ during plan review. Central station monitoring is not included in this proposal This proposal includes a(1)hour operation and maintenance 167210 FIRE ALARM&DETECT.SYSTEMS session on site. 4a , i Excludes Cable Control Box or System Wiring Assumed to be 167702 PRIMARY CATV DISTRIBUTION Provided by Service Provider TOTAL ELECTRICAL PERMIT V E T DBAPc ©Copyright 2016 *c,1NEe �o 51 9PE '� 2' AJ • R ON Oq� 12. '\gq�`J i0J. Ha Expires: 6-30-17 • E\v, A 1 I I 16.1?'ri a _ ;. 4 ItN:N IL) ,;,:...6 1 E "h - 0 ✓s ICD _ Cn B ,E STRUCTURAL INSPECTION PROC RAM (I,2,3,4) STRUCTURAL NOTES ij7 ...17 -N, id al trM aac 14 PrAl' TYPES S OF WORK PERIODIC (5) CONTINUOUS (5) COMMENTS OUTLINE SPECIFICATIONS: lis CONC11111 E t) a PLACEMENT OF REINFORCEMENT STEEL X • TE CODE: OS.S.0 2014 t ASCI 2010 = 0 a .�a �a BOLTS CAST IN CONCRETE X DESIGN LOADS: PLACING OF REINFORCED CONCRETE X 1, DEAD LOADS AS REQUIRED TAKING OF TEST SPECIMENS X 2. GROUND FLOOR - 250 PSF 3. SNOW; STRUCTURAL WELDING AND HIGH Pe = 25 PSF STRENGTH BOLTING Ce a 10 DlsuamER NNE SIGNATURE aro STAMP FOR nee SINGLE PASS FILLET WELDS NOT Is = 1.0 STRUCTURAL DRAORS are VALID ONLY Bei EXCEEDING 5/16" X Ct = 12 ser of anaX/IRai.CALCULATOR PREPARED BY FILLET WELDS EXCEEDING 5/16" X ueT STAMP aro SIGNATURE 6Y BRIBBNEER u►ioes 4. WIND: Nora+CONSItTaIG SERs LLC AND SEALED UN A GROOVE WELDS X BASIC WIND SPEED(3 SECOND GUST)- 120 MPH sTA114 APPEARS CR VS SHEET.carsTRUCTaN RIAUWELDED STUDS X Its = 1.0 D BAY LOCAL JURISDICTIONA DRAM sEt EXPOSURE - C SPECIAL CASES 5. SEISMIC: EXPANSION BOLTS INSTALLATION X PER IBC EVALUATION REPORT {e = ID,SUG - I EPDXY INSTALLATION X PER IBC EVALUATION REPORT SITE CLASS - D SDC - D Sds a 0.112 PROGRAM FOOTNOTES: R = 5 6. ALLOWABLE SOIL BEARING -2000 F'SF ON PREPARED BASE PER GEO PACIFIC REPORT I6-A2I1 DATED S/13/16 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE CONCRETE: PLANT MIXED PER ASTM C'34, COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE 1. REFERENCE SPECIFICATION - ACI 301 AND IBC CHAPTER I . PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. STRENGTH: A. FOOTINGS AND SLABS-ON-GRADE - f'c=3000 PSI AT 28 DAYS. MINIMUM 2. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT ENGINEER)SHALL CALL A CEMENT CONTENT 5-1/2 SACKS/CU.YD.MAX.SLUMP 4". PRE-CONSTRUCTION MEETING WITH THE ARCHITECT,ENGINEER BUILDING OFFICIAL, B. TILT-UP WALL PANELS - f'c=4000 PSI AT 28 DAYS,3000 PSI BEFORE CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION ERECTION. MINIMUM CEMENT CONTENT 6 SACKS/CU.YD.MAX.SLUMP 4". REQUIREMENTS. 3. REINFORCING - ASTM A6I5,GRADE 60. ASTM A106 FOR ALL BARS TO BE WELDED. LAP BARS AS SHOUN ON PLAN WITH MINIMUM LAP PER SCHEDULE. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: 4. BOLTS: A. ACKNOULEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTIONA. ANCHOR BOLTS- ASTM 301. AND TESTING AGREEMENT PROVIDE BY THE LOCAL JURISDICTION. B. EXPANSION BOLTS - HILTI 'KWIK BOLT-TZ'. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE C. INSERTS - BURKE COIL WING ORK APPROVED. APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE 5. COVER- AS FOLLOWS UNLESS SHOUN OTHERWISE ON DRAWINGS: BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. A. CONCRETE PLACED AGAINST EARTH - 3". THEN,IF UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. B. FORMED CONCRETE AGAINST EARTH - 2". C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION C. SLABS-ON-GRADE -2". TO THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR AND(OTHER D. PRECAST WALL PANELS - 3/4"M 1 II I� IN. DESIGNATED PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE- 6. FINISH: i II CONSTRUCTION MEETING. A. INTERIOR EXPOSED SLABS - SHAKE FINISH PER OWNER D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING tib-1ETHER THE WORK CN1 -‹ REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S B. EXTERIOR SLABS -LIGHT BROOM. KNOWLEDGE,IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND C. TILT-UP PANELS - SMOOTH FORM FINISH ON DOUN SIDE AND SMOOTH FLOAT . . SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. FINISH ON TOP SIDE. 1 1. JOINT SEALANTS -FILL ALL PANEL JOINTS WITH STYROFOAM BACKER ROD 4. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: AND BUTYL CAULKING. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK 15 READY FOR INSPECTION AT LEAST 8. SUBMITTALS: (4 COPIES) • 24 HOURS BEFORE SUCH INSPECTION. A. MIX DESIGNS PER OSSC 1905 FOR EACH CLASS OF CONCRETE. 01 7- B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED B. REINFORCING SHOP DRAWINGS. UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE C. TILT-UP WALL PANEL DRAWINGS SHOWING LAYOUT,EMBEDS AND ERECTION BRACING. SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND STRUCTURAL AND MISCELLANEOUS STEEL: SPECIFICATIONS AT THE JOB SITE. 1. REFERENCE SPECIFICATION - AISC SPECIFICATION FOR THE DESIGN, D. MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ) INSPECTOR 2. MATERIALS: A. SHAPES AND PLATES - ASTM ASS2 OR A36. n1. 5. DEFINITIONS B. STRUCTURAL TUBES - ASTM A500,GRADE B. A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL 3. METAL DECK- VERCO 1-112",20 GA.,TYPE HSB-36 OR APPROVED EQUAL. TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. CONNECT TO SUPPORTING MEMBERS WITH HILTI X-EDNI9 POWDER DRIVEN FASTNERS B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME AS SHOWN ON PLANS. INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION 4. WELDING - BY CERTIFIED WELDERS PER AWS SPECIFICATIONS.EIOXX ELECTRODES. IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 5. BOLTS ASTM A325 / A. ANCHOR BOLTS - ASTM A301 B. EXPANSION BOLTS-KWIK BOLTS OR EQUAL C. STEEL TO STEEL - A325 N OR A325X PER DRAWINGS. 1. FINISH -ONE SHOP COAT OF PRIMER WITH FIELD PAINT PER SPECIFICATIONS. r N S. SUBMITTALS - SHOP DRAWINGS( 4 COPIES) STRUCTURAL E3AR LAP SCI-IEDULE STEEL OPEN WEB JOISTS: I. REFERENC SPECIFICATION - SJI "STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS" AND "CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. REINFORCING - ASTM A6I5,GRADE 60. LAP BARS PER SCI-ED BELOW UUN.O. 2. JOISTS - LH SERIES AS SHOUJN ON PLANS. WITH 24"HOOKS AT CORNERS MINIMUM, 3. JOIST GIRDERS -G SERIES AS SHOUN ON PLANS. TYPICAL LAP SPLICE SCHEDULE 4.LOADING: A. DEAD LOAD- A$REQUIRED. BAR SIZE 3,000 PSI 4,000 PSI 5,000 PSI B. SNOW LOAD - 25 PSF PLUS DRIFT. {�^ "3 21 18 11 C. EQUIPMENT - PER SUPPLIER f� D. WIND AND SEISMIC - TOP CHORDS AND BEARING CONNECTIONS TO BE 04 28 25 22 DESIGNED FOR LOADS SHOWN ON PLANS. A...'5 36 31 28 E. SPECIAL LOAD - JOISTS TO DESIGNED FOR A TRAVELING LOAD OF +40 43 31 33 - 250"APPLIED AT ANY POINT. '1 62 54 48 8. SUBMITTALS: (4 COPIES) 1 S PE C T ION A. SHOP DRAWINGS. "8 11 62 55 B. STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED IN OREGON PROR41 / 1 l4 R "3 80 10 62 N.. 1 I �} 'MO SO 18 10 LAP SCI-4EDULE "II 100 81 18 NOTE: 1. DIMENSIONS ARE IN INCHES 2. FOR TOP BARS MULTIPLY LAP LENGTH ABOVE BY 13. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN REVISIONS: 12"OF CONCRETE CAST BELOW THE BARS. N. J DATE: 9.29.16 SCALE: DRAWN: JPG / MTA JOB NO: SD-16-01 siiiir ORIGINAL SHEET SIZE: 24x36 "\``�c O PRO/tic, j/ 519PEy4 v r I A % ON <9,,, N 12 \°-s'�k �ioJ. �o Expires: 6-30-17 t .*L‘-‘11-\\ \\-''''''.''''' , 11' t.,);:;4:::::7 § \ di c 2 µ is ~ t , ,.--.,..,--..'-.7-,17:7. tnloo • '//iIii a r -1 ' t"i 1:c v';: l'igil 18' C--- ' ‘1_P2:1011 8 1 ca°1"' = n1 Q LEGEND al r , • --- INDICATES NEW FOUNDATION C=C,J INDICATES WALL ABOVE FRAMMG LEVET. DISCLAIMS THE SIGNATURE AND STAMP FOR THESE I I INDICATES WALL BELOW FRAMING LEVEL ACCOMPANIED SY A DEVELOPMENT AND LOT SPECIFIC SET CF STRUCTURAL CALCULATIONS BELOW FRAMING LEVEL INDICATES INTERIOR BEARING WALL. HORN CONSULTING LLC aro SEALED WIN A ENGTURE r/f//l1 BY STAMP A7$BRE BY DE ENGIEER 51106E STAMP APPEARS ON THE SHEET.CCNSTRICTICN )� INDICATES COLUMN ABOVE NALL DE PERFORMED ONLY ION A PROM SET APPROVED BY TIE LOCAL ATRISDICTICHL III INDICATES COLUMN BELOW FRAMING LEVEL O INDICATES DETAIL DEFERENCE APPLIES TO ALL SIMILAR LOCATIONS q - 52.1 Eli Vir .11-11-1 r C V\ ri L_'+ MSS Sx&x NOSx5xT6 HSS SxBx -J 4 . . 0 1 r_.,, `-, r L .., 52.1 e` tai 52.1 V'CONC.SLAB-ON-GRADE OVER PREPARED BASE PER GEOTECNI REPORT REINF.wt'4's*18"O.C.EA.WAY ti O O Si Fa,\D4T"ION L J 1 1 I I I I I 1 1 I 1 1 ilink i , ' ' REVISIONS: / 50'-O' / 5O'-O" , / ,0, iFk DATE: 929.16 SCALE: 1/8'I = II.O,I I GROUND FLOOR / FOUNDATION FLAN DRAWN: JFG / MLA S1.1 WALE:1/8°4-0" JOE NO: SD-fro-01 vire 0 ORIGINALSHEET SIZE: 24x36 = __-__ „R0 PRO, 's,'�V)INF�. Nip , / 51 9PE l/ PONI R Q� 4/• 12, 19°' lrjpJHprck\ Expires: 6-30-17 -‘1.\\''''‘-:\ ‘'''''''.--4:::\'''-',. ;::: .'i.6"'” l''''' N 6 1/:-/- tiY V C X ti..M r..- .1-13 NW' G- . :s All_ c { w ROOF CONST: 14101, It lyi"20 GA.1461536 STEEL DECKG 3 CONN.T01 SUPPORTS m/X-145N24(4 PER 514T}CONN.TO II 2 ©f CONN.SIDE SU P5ORTS W/X-HSN24•14"O.C. V .MI uC G c to/S-SLC01 CONN a 24.0C C � — Ii " V/ "DISCLAPEtS NE SIGNATURE AHD STAMP FOR THESE STRUCTURAL DRAW .*ARE VALE>ONLY UEEN ACCOMPANIED BY A PEYELOPhENT AND LOT SPECFIC SET CF STR,ICTURAL CALCUL4TICNS PREPARED BY - - HORN CONSULTING ENGINEERS LLC AND SEALED WN A WET STAMP AND SIGNATURE BY THE EN EER WHOSE • ` SWVLALL BE PERFOR'1ED ONLY EN A MANE SET `APPROVED SY THE LOCAL JURISDICTION. LEGEND CY==: INDICATES WALL ABOVE FRAMING LEVEL 4x4x14 I I INDICATES WALL BELOW FRAMING LEVEL - INDICATES INTERIOR BEARING WALL t# BELOW FRAMING LEVEL ill 4 _10 kI INDICATES COLUMN ABOVE t0 s 4x4xIa is INDICATES COLIIIIN BELOW FRAMINYa LEVEL 0 INDICATES DETAIL REFERENCE APPLIES TO ALL SIMILAR LOCATIONS 4110 II WI 1/ 0 C",11 < 1455 SxSx% 455 SxBx 455 SxBxiy . . 40rr bN Ib 1K 40G 6N 16.1K 0 Ii) E.g y t u ND (ii) ( MECH.UNITS ) (5000 EA) ROOF F R4 Y i\G FLA\ 0 PSF • • DRIFTED SNOW 4 N ADDITIONA p TO 25 P5F o THROiGHGUT s IIII p 1 I I 1 1 I I I • 26 P5F p 6``0" / 0 %IV- / 6`-Ot ❑ / REVISIONS: . DRIFTED SNOW DRIFTED SNOT1 IN ADDITION TO 15 PSF IN ADDITION TO 25 P5F 26 PSF THROUGHOUT THROUGHOUT 26 P5F 0 PSF 0 PSF 6.-0" 6I-0" . ' i ROOD FRAMING PLAN 51.2 SCALE:I/8".1.-0" DATE: 929.16 SCALE: I'8" = 1'- 0MI DRAWN: JFG / MTA JOB NO: SD-16-01 2 ORIGINAL SHEET SIZE: 24x36 ,.$0:1 P R Open 51 9PE - ' -fr. cci , r– at\I `/-5741 ts% . o,, • 12 "0,A ist/18 j ‘..ox••- \1/4:::.1., 4 1-4. 04 Expires: 6-30-17 TYP .PANEL REN. ‘.t v • '4,4,,N.i.'..., - .. — 4*2*-5,4"•SW-11" ,‘,7-- TAE PRAPT 4ar--04 TO.eAt,,,,.4ETT ( ) \,-4:77,:Ci ''..74e:7:.01X.::1= Vt;,+,,,,, - ' A N 11.11 +3.7-0" 1‘-71: l'"'-'k(1) ki 6 / L 6V2"TLI.PANELS 7W.. _ — -1 6 •,'4.:C31 IIE .8 6 -1 4 I-- T---------- — — — 17-,--ar-s"--oz. — 52 J TYP ..,.. --,-1.-........ ROvI5 IDAl PDE 2-4ALL SES E / l 4g.-;) f \ fill TYP . +0 w TYP 4-i Q ° o g 0 g . .... r• i \ ,,,,,,..................±\ . . sp.CANOPY -L- Z• 1 I ;4 I I __l__1.0.SQLLAP__ \V 4=1 ti a E? btl.Tit PANELS TYP. / 4V-04 fit 45 4i'r OC.vERT. •-• .4 il gl ‘ 4 11111 OE 5•}5°0,C.I40RIZ. / FROvIDE 2-45 ALL SIDES ‘ : - 0 0 I Fni cf. 2-45 01 W.STOREFRONT ------1----- - - 7 T r... _ _ 2-05 - ,----- \ , ; , DISCLAM* THE SIGUTURE AND STAMP FOR THESE STRUCTURAL DRAWINGS ARE VALID ONLY ISSN - I , I ACCOMPANIED BY A PEVELOPMST AND LOT SPECIFIC ‘ WI Cf STRICTURAL CALCILATICNS PREPARED BY MORN CCNISLING ENGINEERS LLC AND SEALED IJ TH A ' , =. // ,, A UST STAMP AND SICsNATURE BY TM EFSEE! IFIOSE STAMP AFIFEARS CS THIS Nen CONSTRUCTION WALL BE PERFORMED MY WITH A DRAWING SET GRADE I I I GRADE I I IH 4'4^ — I CA' ( APPROVED BY ME LOCAL JURISDICSON -L3 %%........... 4 a 25'-itr•ioce-co. / / NORTH ELEVATION 411, EAST ELEVATION 51. SCALE:1/8,4•P-0° SCALE:1034•1-04 Liu of . . = Z (S) el. y-- 1 -<-11- _ -..... -.1) ---r •=3 be TA.PARAPET \s 't 4 a 24494'•Se.-II4 er 1 / 4•25.-0"•100.-0" W:7511 T.O.PARAPET III - 1.4 I I I- 1 1 17: 52.1 - 1 I __a_ _ at g TYP •• I ii' 1 I Li Li O 0 1't 11 / % zo PANEL O ip . :=1..----vATIONS 2-45 52.1 . Tyr TYP / 521ram 521 I Te--(7 • 1 • '''•••,,,„,, 1 1 6V2"113.PANELS TYP. • MI 0 W45+4 S'0.C.vERT. 1 S 4 l5 OZ.i4ORIZ. if, tz / PROvIDE 2-15 ALL SIDES '''• biV Tit P,4NELS TYP. ' • -• 005*V'0.C.vERT. fi' / PROVIDE 2-45 ALL SIDES 14 2-45 -I .1-- I I I 1 REVISIONS: 11 X IC GRAPE I I X I. IIII _ IL_ GRADE I 400" EL t KY0" r-L t DATE: SCALE: 1• II . ,iu i --.11 16 - - DRAWN: JP G / MTA JOB NO: SD-16-01 411) SOUTI-I ELEVATION 4 LEST ELEVATION - / SCALE:V84-0 5 .3 SCALE:lir.r-0* / / Z7 ORIGINAL 51-IEET$1ZE: 2446 - ----- ----______----,— _,:f--_-'''''''----- -- ----1.----- --- i I I �`,�k°_E°FeNe ss ,•, 51 9PE l'4 e• i �R ON Qq� 12,;1-'\''z'r':dvtl''":'".11-:-101x6.7-1::ir'7.:-7.'''' �� �D j NO Expires: 6-30-17 ' ,_ „,,'!"-'4.. ' t x -c cry-. C N W lia I 11•Mal , 1741- n '111,0 int - of 11111I © 41 T r4n-c, Cr, DISO ARM'S TSE SONATtRiE AND STAMP FCR Noe STRUCTURAL DRAWERS ARE YALE)CLAY WIEN - - - ACCOMPANIED BY A DEVELOPMENT AND LOT EPSOM SET CF STRUCTURAL CALCULATIONS PREPARED BY HORN CORSOLTM ENGINEERS LLC AND SEALED WITH A MT STAMP AND SIGNATURE BY THE ENGINEER WHOSE STAMP APPEARS CN THIS SFEET.CCNSTRICTIGN SHALT.BE PERFORMED ONLY WITH A DRAII SET APPROVED SY THE LOCAL AIRISDICTION. 28 LH JOISTS Ilii”METAL DECK •8'4"OG. - TA.PARAPET SLOPE Iii PER FT.MIK t ) 461...111Pr NIPlik. Ali. _ ROOF B.O. OOF STRUCTURE 1r VP' "11Pr Mr Illir __ ___ __ _ __ .. •LOW SIDE � � � ----- -- .... il ________ • u n tt 611/2`TB PANELS ) 40G JOIST GIRDER Of PER PLAN ( 61/2'ill.PANELS �� 0 1-ISSSx8x% ) Z. (Di I 1 1 1 CONC.SLAB PER PLAN— I GRADEW 40-0" I ( r-1l_� r-11—,� /1_ _..i CONT.FTG --- SPREAD FTG CONI.FTG SECTION ION 1 A SCALE:V8".I'-O" SECTION I i i REVISIONS: I i PATE: 929.16 SCALE: I,S" _ 11.OII DRAIN: JPj / MTA J0B NO: 5P-16-01 vorm A , _ , I 0 , ORIGINALSHEET SIZE: 24x36 3/4" *SINFF, r) ir� 51 9PE at\d H55 COL. d R ON 6#/"T.U.PANEL I. „ „ 3/„ „ ,/� b ”T.U.PANEL PER PLAN O��ID 1 .2 Q�� 2 } b x4 x a A.-a PER PLAN A Expires: 6-30-17 PER PLAN w/1-�/s„p x6”HA.S g 5"O.C. I/; � p 1 LOCATE EA.END OF PANEL IHSS COL. BASE fE 3/a"x14"xl'•2"w/ PER PLAN 4-34 ¢x 14" AB.'s y2„x10”xi'-6"wI 4-1/2". ir e y2„x3 xi'-0”CTR ON IS" . il"O.C.EA WAY H.A.S.a 12"O.G.GTR PANEL JOINTS r " 1 " 3<° x 14°AB's x6" , ON PANEL JOINTS J d l8 O.C. 1/2 +/-NON-SHRINK BA5E 1E 3/4"x9"xi'-2"w! + d-/ ¢ •11 Q.G. GRDUT �� v.: A �/-� I 8 — 3q"0 x3'-D"GDIL ROD SLAB PER PLAN 11/2" +/- NON-SHRINK _ � 1 / GONG. — CONC. — /4 IN COIL LJOP IN5ER75GROUT 5LAB-ON-GRADE % "'f a SITE PAVING 517E PAVING 114"(14" SLAB-ON•GR4DE SITE PAVING PER PLAN 1 PER PLANi. O c s _ \.../ tt‘c, s_!,,U ` x I I ` ti k I - - - - - - - IlL IL -i-L :..< 1 .. I I if -111'' m'- 41 • ` SLAB PER PLAN \ - I i '�' `'',. s01 C los 4 ` r ��. y}•.''.a'.rizii •fie ` ` ` "rsili �� al V o Q6„ o I I II II 11 U 2 '" . 4 X j'} . . II I I LL, . t, § N °' \ • \ 7-., Til- -tufASG 6� 7\\ • • • \Z CONT.FTG PER DETAIL U / / FIG... 8'-6"x 8'-b"x14" {n y+.-�" X1'_5° al 7 1151.1wt5 * 12"0.C. / / / 5 . IS"D.C. EA.WAY o18CLAM ER TaaE SIGNATURE AND STAhF FOR NESE STRI CTURAL DRAWISG9 A vALIO ONLY WHEN ACCOMPANIED pY A DEVELOPMENT AND LOT SPECIFIC SET CP 5T JC1UfbU teroassCALCULATIONS PREPARED BY 5 12 OC.CONT. FIG.11-0" x 1'-D" x12" uESTAMP Tl EEYnEMIKESDuI A ./15 . 12"O.C. STAMP APPEARS ON THIS SNEET.CONSTRICTION WALL EE PER OR'ED ONLY WITI4 A DRAWING SET - - - - EA.WAY APPROVED 5T THE LOCAL JURISDICTION. EXT. T.U. PANEL / FN D 0 SL>4� I`ND O 'C 'S INT. COL. FTGEXT. COL. FTG Q SCALE: 1"=1'-O" SCALE: NV-0" © SCALE: NV-0" © SCALE: ":1'-0" 34"CHAMFER '+ 1£34x6 x0'-6" ROPE 4 CAULK EACH SIDE 3/4 L 31/2x31/2x3/a x0'-6" 34"CHAMFER gl d-i1/2"�x4"HAS. r_ • w/SYSTEM TO MEET w/2-'4 x12"A106 .4"D.C. 4"D.C. • • • ..:r • • ASTM E2118 I/ ROPE 4 CAULK EACH SIDE I/4 4" Of 3 w/SYSTEM TO MEET R.B. 4" 0x4„ ASTM E1118 RB.3/4” 0 x4" NOTE: NOTE: L 31/2x31/2x31 x0'-6" 1/; 4' MAX CONN SPCG.8'-0"0/C MAX CONN.SPCG.8'-0"0/0 wI 2-'4 x12"A106 e 4"O.C. Z 1/4 1 Of CI 0 T.U. PANEL JOINT 4) T.U. PANEL CCR ER JOINT _ SCALE: 1'a'-0" SCALE: I"=I'_0.. l)ET4ILS REVISIONS: DATE: (nem; SCALE: 111 r. l'-0" !DRAWN: JPG I MTA JOS NO: SD-16-01 /rte 2 o ORIGINAL SHEET SIZE: 24x36 KstNe Pl�(1,cF�s► �o2" 9PE '� � 1.4 �' - _ ,/ i r h R ON OqN 12, 19°'5 G �y-- I-1/2"METAL DECK'G 28LW JST "/SOD j. NOQ‘\ �,— / b'/z" T.U.WALL PANEL biz"T.U.WALL PANEL 1�4 21/z"r \ 4"x41Lz"x0'-8" • C Expires: 6-30-17 DECK PA57EN'G PER DECK FASTENGSPLICE n n n n M n /� 1-170,' /I/--/\ /1 :1:1 n n n PLAN PLAN E PER I I-112"METAL DEGK'G , < 22 LOAD > o 12 LOAD ti ,, 1:- _ • 1 " i n 21, 34"x2"XO'-8" i r -I::: I/z METAL DECK I/z METAL DECK V. 4.e , .1.:r1 \ / :''':' nnr 1001. :::%A,,," n ` .� � r t31 :::\\‘ 01 • „QINEIEEINIvim,. .p \ 1 I 1, \ / \ / e =—� w ---\-''''''''''''''f:1';‘ / >."----1..\\ ----- \ / \ 1 / 14 31/2"k31/2"x1/4" - \ / ,� 4 CONT. 4 31/2"x31/2"x14"CONI. \ / / .cnc E a • W/58"KWSK-6OLt a 2'.5"OG. WI 4'8"KWIK-B0L1 FO A'-0"O.C. • • fiE 3/8x12 x1'-0"w/4-I/z"b x41/z" ,• \ / \ >� --'` EMBED 4"SPLICE PER EMBED 4"SPLICE PER TY • • WAS "Off. ` ' I ° I ° "`4' DETAIL S/53.1 DETAIL S/53.1 P \ / 4 31/z"x3'fz ct w + t. tL 3/BXZ X1r-QFi w!3'1/24,X41I/1" 11.- ' •• ; I-I A.S a 41/z"O.C. • \ / I ' Ell[ a m 28" H JOISTSEA 51 OF JL o os L J 5 e • JT • • DE PANEL 1 I ' 1 .'\ 40G JOIST GIRDER val= V m El M `!I- L 1 .--iv----- 28LW 1..JSTO o 0 JL _ 0 ROOF / \ 4 5 WALL 4) ROOF / E 4 U. > ALL GI ROOF JOIST / E 4 LU UALL fl) 4, 31/2x31/2 SPLICE 0 JOIST / JOIST GIRDER DISCLAIMER: NE SKAUTURE Atm STAMP FOR THESE STRUCTURAL DRA SCIS ARE YOLID ONLY mei AD:CMPANED BY A DEvELOFTIBB AND LOT SPECIFIC SCALE: n-c- n " '� n "-'- " "-.' " SET OF STRUCTURAL CALCILATIONS PREPARED BY 1 -1 O SCALE: I .-f 0 SCALE: 1 -I 0 SCALE: 1".1'-0" SCALE: 1 I 0 HORr MMU S*ENGINEERS LLC ASV SEALED WITH A BET STAMP MD SIGNATURE BY THE EN's€EER WOW STAMP*PEARS CN THIS SFEET.CCNSTRUCTION SHALL BE PERFORMED ONLY B"M4 A DRAM SET APPROVED BY THE LOCAL JURISDICTION V 3°/ 0 1 I/4 { T.U.PANEL I-I/2"METAL DECK"G Ha"METAL CECK'G ' 40G GIRDER 40G .. • v Iv \ v 0 0 0 0 so 0 \ / \ / \ I \ • � 5bk AXIAL `� / \ ��� GAP IE 3/4x9x O'-111/z° 1 • , LOAD / , / 55k AXIAL / \ ' CAP IP S/ix9x I'-2n 1 \ LOAD J� W/2-3/4"�A325 BOLTS f W/2-3/4"�A325 BOLTS / \ tin \ •5"O.C. / f `l /'pin /� a\\ EA END 5"O,G. / 44‘..„:„ It/11 ILL! • 1 4 / • \ / • \ / 1/4 / • \ / % \, I / \\ I / \ 1 /,/ / , > 0 0 cn cy 0 /\ /. 1 I STAB.IE 3/4x5x 0'-5" DO NOT WELD ( STAB.f2 34X5X 0'-5.. • W5SSx8 DO NOT WELD 1-1558x8 f • _ � 4, JOIST GIRD. / EXT. COL. 0 JOIST GIRD. / INT. COL. DET4ILS SCALE: 5".r.0" SCALE: I"21'.0" REVISIONS: • DATE: 9.29.16 SCALE: III ; 1.-011 DRAIN: JPG / MTA J05 NO: SD-1b-01 p . ORIGINAL SWEET SIZE: 24x35 / / N.%\,,,,„. _ . . , PLANT LIST: .4.4,,, ....4 .• 4 ... NS....N.%.*'....N. .%'%.. \'..3\Ill SYM. # LATIN NAME/ Common Name SIZE SPACING SYM. # LATIN NAME/ Common Name SIZE SPACING `` TREES GRASSES / ` /0"4 1 ACER %R:kEuMlpIeM 2" cal, As shown 27 CAREX OSHIMENSIS 'EVERGOLD' 1 gal. 2' o.c. / / '"�Pa er Evergold Sedge / ( �►" z �, p zo 2" NATIVE PLANTING MIX57 `* 8 ACER RUBRUM "BOWHALL" cal As shown %..'s.. .....,..............:4..:. .......:, / rii ted ... w V Bowhall Red Maple --�. U4VA—URSI �/4/�/.1".. ii - ' 82 ARCTOSTAPHYLOS UVA URSI "MASS." 1 gal. 3' o.c. ,�°�.l.;�.4 ,, Massachusetts Kinnikinnick 'i►/..,-/A.::;•' r#.° �Lo . / Ili �} --�._....—. .. 82 MAHONIA REPENS 1 al. 3 o.c. ####.�► s�o / /r 8 CERCIS CANADENSIS 1 1 j2 cal As shown_ --,-.4---7----- ---,... g .•;,;.� %% '� . .......... Creeping Mahonia ......410":40 i/ / / #,##.#.. :as °p.. / /% 040 Eastern Redbud41 POLYSTICHUM MUNITUM 1 gal. 3' o.c. r,.��,'�, `',`=°4a:.jr.f .././//;',/: .......r; �` Sword Fern .##.#�# «� 1 �oa�� #......... �i � ► r`•- ''"4 Iii '####Y'::#.. + w/� # # � FSI/�/�/} �r, .0.7%., r � :`• 4// 8 FRAXINUS EXCELSIOR 'GOLDEN DESERT' 2" cal As shown "' i ,�,.. 11 .. y`if #, #.y## ,,, 7/ • GROUNOCOVERS � �, � ;.a''� �;:#y ###+� '��+';�r!r ,t .•t w 40. Golden Desert Ash 0:::::.:..:°: / `•;awn/ti �/y� • \.,,\a\ 150 CORNUS SERICEA KELSEYI 1 al. 30" o.c. „o°:,,cr,a? y.•# ::; •••\ \ Kelsey Red—Osier Dogwood / ..1.o ' .::... .## ••::::: .�..IV' Alt:* "„ ,,,,,, o 2,.. r. ".. _••.. ##w# Orr/� rr /i, 284 COTONEASTER DAMMERI1 gal. 3 o.c. `� .\ \„y# #.#,# '" z// / 6 ZELKOVA SERRATA 2 cal. As shown ;�r�,ri;,r.� # •## # #y Bearberry Cotoneaster '� :: .a,;::;;;:; #. • *# , <rIi\,\,\\\\ ,\aalir Sawleaf Zelkova ###y# 740 LIRIOPE MUSCARI 1 gal. 2' O.C. �,.��\ • ��► \\\,\\ +. " 1♦ 0 ...•••••#. •• Big Blue Lily Turf I \ `? \ „ ,\\a\\ 290 RUBUS CALCYNOIDES "EMERALD CARPET” 1 al. 3' o.c. ''r °411a : \\? +:s;;:;;14 :%.� `'�1 ` :::::::::::.3:s, Emerald Carpet Bramble �,, o° fw1.0 „\ ` ` ' 2 t 4 ft. 111 4 : SHRUBS ...#.__ opiA 0 53 LIGUSTRUM JAPONICUM "TEXANUM” 5 gal. 5' o.c. :._:; (� �• Texan Japanese Privet :f/ �� g�l �� � : , ► it, .:? O 15 ABELIA X ROSE CREEK 2 gal. 3 o.c. �}� ,�Q' 1� 'c' �$ { La , ,Rose Creek Abelia • . ;. � •61 EUONYMUS JAPONICA SILVER PRINCESS 2 gal. 3 o.c. j�, 4` 071Silver Princess Japanese Euonymus , JO� 'O 0 BUXUS MICROPHYLLA "WINTER GREEN" 2 gal 3' o.c. '� ; , O0Winter Green Littleleaf Boxwood *; 00/ 40♦7/ G2 CHAMAECYPARIS OBTUSA "GRACILIS” 5' Tall 4' o.c. (.) ro `� /�► Oi'Slender Hlnoki Cypress . �F `' p►• E © 7 ITEA VIRGINICA 'SPRICH' 1 gal. 30" o.c. o0 ' ��� Virginia sweetspireo/ �� U N°O 33 ILEX CRENATA "GREEN ISLAND" 2 gaL 3' o.c. OOH.' �� n N Green Island Japanese Holly44 . ', \../ o 0 3 ILEX CRENATA "SKY PENCIL" 3' Tall 3' o.c. �� OO;✓'' ♦• Li 3 ii Sky Pencil Japanese Holly O.�'� `,` .. 0 0 22 MYRICA CALIFORNICA 5 gal. 5' o.c. Ops' ♦ cp �. E�-i ; Pacific Wax Myrtle filliii...si( �•: `to 60 NANDINA DOMESTICA "HARBOUR DWARF" 1 gal. 30" o.c. ¢�; OQ� W o,.\.".. Harbour Dwarf Nandina ,! o O. ' �, I 0 41 SPIRAEA X BUM. GOLDMOUND 2 gal. 3 o.c. >/.t0 1� =Goldmound Spires f�d� / o rn �► ° //' / /-/// =• , o il • �/ �#r , .1 m //CSI • /►_fir►:• ,$ , ,`.Anatir /' W� �' /:/.......1 ...„, I, \\.- NNN ''...\ NN:s... c„:„.. �y • • / .ii/i� CNI /// / thc,%' **"'w e.feiii .' �`�'\ cC4*'',,,,,/ #:. : rtl \ N'.......%.....s....."'",,,,,,....•.... QC C;C . / / .70 40110LP N .......\0 , /7 * V 6".4 tn #a) •0°* ‘4.10 7 c r- v _ 4 /. �,�I 10" V 1 \..... . ef \77,77 ileW V .1►.y,1�, ,, A ../7 ...7, if '-`I ti7. � 1 I p : 11110�` l 7 , . Cr „,-.....„ N.I 7 , *1 < L_-..- 0 < ,,7",...17..., 43PPAIII 4//'is, 4reir, V,, ,. .,,,,.,„,,,.„,:..,........;!.”. / 4:1 V 4 I * CO J %;: ..: REFERENCE ONLY w _: . / 7 all NO?APPROVED WITH THIS Vj ; '• ,�'I PERMIT Q Q '4044 14164'411°It' DC 0 salt:; ` 7 GENERAL NOTES: o a I �• �1; 1. Contractor is to verify all plant quantities. Q 0 z :+ ..Y` ♦ / 2. Adjust plantings in the field as necessary. O W Q °:: #••�`�" 3. Project is to be irrigated by an automatic, underground system, 0 °;: '',:(-.V.,.. � which will provide full coverage for all plant material. System is to be i-- O J Vis: i3O �� * i. 4 design/ build by Landscape Contractor. Guarantee system for a DATE �`:: ;`` �. / minimum one year. Show drip systems as alternate bid only. 11-23-2016 1,1::: i ,��► / 4. All plants are to be fully foliaged, well branched and true to form. SCALE /#i : �'�' 5. Contractor is to notify Landscape Architect and/or Owners NOTED .r7.1......-.2 �� Representative of any site changes or conditions that may be ..... . � / - .'� detrimental to plant health or cause future problems. DRAWN CHECKED 0:: so , CW JLO 7 . ., ! `•::All•iii SHEET NO 1. 4:Vai � ANDSCAPE PLAN /IllE18 i IIIA t P O ... SCALE 1 " = 30,_x„ L . 3 OF 3 r \ PARKING LOT SOIL VOLUME AND TREE CANOPY CALCULATIONS 1 N �► / / • .11 . • 1000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER PARKING LOT TREE TREE NO. TREE SPECIES OPEN SOIL VOLUME (CU.FT.) AREA MATURE CANOPY % OF CANOPY OVER PARKING LOT AREA OVER PARKING LOT ` r �.;:;'R . 4) . __ 13 EASTERN REDBUD 8,910 25 SPREAD (491 SF) 100% 491 �,,, d �' yy, r• , 14 EASTERN REDBUD 10,437 25' SPREAD (491 SF) 100% 491lli ``' i a; :.• �%�j . 15 EASTERN REDBUD 11,760 25' SPREAD (491 SF) 100% 491 .�# # ����` ,,.,. :11"; i1::: ::4; ,�, .../4 7: 16 EASTERN REDBUD 12,375 25' SPREAD (491 SF) 100% 491 • i.##h„ # rp; ao,. _: � 4*P'' 1963 :;�;�,==.•:�R� ��::�, S'1:-`1.74:::141 � � � �:::4 17 SAWLEAF ZELKOVA 6,849 50 SPREAD {1 963 SF) 100% ;�.;, ..- �9L !� " ,�'' % ; \18 SAWLEAF ZELKOVA 6,792 50 SPREAD (1,963 SF) 49% 957 •, c,�►o «: ;## #t:7: �19 SAWLEAF ZELKOVA 1,002 50' SPREAD 1,963 SF 48% 933 I � .``! F�, •ilt �= ,Q,� y :161"Avi / 21 BOWHALL RED MAPLE 1,245 15 SPREAD {177 SF) 72% 127 �‘''''.'.. �, - ,;i•: :; ll. \ 15' " .'.I.,o,/ ' � t#,............:,..''.'.....%''''' # x # }' 22 BOWHALL RED MAPLE 1,227 SPREAD (177 SF) 71% 126 #;,:�, _ . ,' + ,,# ::„ ,::1y 1r-.44.94 / #Y# T## • ##�r#_ =xii#txx# !xxt#0/ ' • `% 23 BOWHALL RED MAPLE 1,083 15' SPREAD {177 SF} 71% 125II ;;: • . ,:a#x##xx#.## x#xxix =ij }: *,,2 tTom' �\q"�#���i��,'� ♦,oy... ##\\\##" #.......... •=••llt## t �'��'�yi!/``� 4 BOWHALL RED MAPLE 1 083 15 SPREAD {177 SF) 71% 125 ### \\\ ' #####.#y _� �.' ;1'''L- { } 126 ,,,/�� °\;;::hi: \ # i �� , 25 BOWHALL RED MAPLE 1,209 15 SPREAD 177 SF 71% � ��,, .� ,,.,, :!":1;!:, \ ,.;,�' ::a ,�.�, ��11�► .4° , �.���, \26 BOWHALL RED MAPLE 1,059 15' SPREAD 1;177 SF} 100% 177 � ,.101 \., , ;.\ 1.',,1 � ♦mss• �.� ff 27 SAWLEAF ZELKOVA 1 032 50' SPREAD 1 963 SF) 49% 964 '\ \ .\\\,. ' - '�- z 28 SAWLEAF ZELKOVA 1,155 50 SPREAD {1,963 SF) 44% 856 / o :, �r; �0 ♦ !� c, -64 - 29 BOWHALL RED MAPLE 2,904 15' SPREAD (177 SF) 100% 177 / 0 �♦ .,,yrs , �,7177 • . . ��► .' a30 PAPERBARK MAPLE 2 904 25' SPREAD 491 SF 100% 491 ► ••``°`'' ''� //��� i2 (A b g Fa.31 SAWLEAF ZELKOVA 2,217 50 SPREAD {1,963 SF) 53% 1047 *',. / c C3 w TOTAL QUALIFYING MATURE TREE CANOPY AREA 10,158 • J,. -f� `� �• NOTE: PARKING LOT TREES HAVE MET THE REQUIRED 1000 CUBLIC FEET OF AVAILABLE SOILI / .ic.„, \\I--,_ ---- - 09• `v% / ,\ eve/ ,,'� / In � OQ4" / / ro • QUALIFYINGMATURETREECANOPYAREA o59 +� / N d // /.1 ...s • ao,,- �1 . PARKING LOT AREA: 33,172 / �, O t '.%.'N........'�, U ° i/ ( / . TOTAL QUALIFYING MATURE TREE CANOPY AREA. 10,158 //..it, • /(')('' QO �►� �'3 0° ' 10 6,4- % CANOPY COVER: 31% moo ..QO/ ♦� '' W v M 2' °Yr o.:ap �� E-+ E o /1.1., ...„iii 3 NOTE: MINIMUM 30% CAMOPY COVER HAS BEEN MET ,,�,�0•� ��' ' ' v N V -t . Fii -... .� 7.:;;;,::t.4 ..,.,,,,,,.. ,Atir ♦, W ----..„..., \\.- // -.N. 7 . eTz.„.,,,,. cipc" v: ' I . / , • / / # �' I ...--"\ N.N. \,,,\'.'\C 110,wz-074 , 7 y a(3)1"- .--. " .-'* cC4'.". ,. , 1-112, 6)1C'C?:Th C'). ��i 4 � SOIL VOLUME: SW DURHAM ROAD, STREET TREES �� OVER 20' R.O.W = 1000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE � a I q \'''\ •� m� .. I . ----N ` --,, O. t V TREE NO. TREE SPECIES OPEN SOIL VOLUME (CU.FT.) • / 1 Golden Desert Ash 8,445 ♦��' \ V 2 Golden Desert Ash 10,161 U) . :..&., ow. 14 3 Golden Desert Ash 12,198 Z }= `, ♦1 N / 4 Golden Desert Ash 12,081 0 ;;;ice`-`' • * / 5 Golden Desert Ash 12,513 I- • _414 7 ii___-„'=---: \= 11, �1 �-''� ,4es* 7 Golden Desert Ash 9,744 U ��'�'�`'��i-tet /'� `t / 8 Golden Desert Ash 6,438 0 �,,�� • ♦It NOTE: STREET TREES HAVE MET THE REQUIRED 1000 CUBLIC FEET OF AVAILABLE SOIL U W 440:40/ e 7 ,..","..•1 4#, , ,*O \ o I..."..., ii; *" ' • AO or < 0 Allt cn I � ♦?� 7 Landscape Area: 12.5% Minimum Site Requirement0 CO I llpy- . 4 • Q ri , �,/► Parcel 1 '11.3.iii,,,ii, %�''�' /►��41 REFERENCE ONLY °- Nitvo � - # ♦� �� Total Area: 37,194 sq. ft. NOT APPROVED WITH THIS PE Z eat1`�1 - / PERMIT Q z a:•:,.::, °�•�0`*i°* �.�j • .O Landscape Area: 7446 sq. ft. = dC nz U I_ 201>12.5% min required GENERAL NOTES: CC rr o w :i I /• ,�. / 1, Contractor is to verify all plant quantities. C� .x . ;4'"11PF4.. 2. Adjust plantings in the field as necessary. d w W f.1� ` 3. Project is to be irrigated by an automatic, underground system, 01 6� �• 31 ,� Parcel 2 which will provide full coverage for all plant material. System is to be 4t,74,;, G .x'•l design/ build by Landscape Contractor. Guarantee system for a DATE *c; / #4'� � / minimum one year. Show drip systems as alternate bid only. 11-23-2016 1A7 ;#': ♦�� / Total Area: 34,212 sq. ft. 4. All plants are to be fully foliaged, well branched and true to form.,/'. r� SCALE o' / #�►••/ �� Landscape Area: 4,547 sq. ft. 5. Contractor is to notify Landscape Architect and/or Owner's NOTED . Z-:-.1'.41''y 7 Representative of any site changes or conditions that may be - •, . ,, 13.31>12.51 min required ired DRAWN CHECKED of.., �! /. ,� .� q detrimental to plant health or cause future problems. *�K # f,--; • / CW JLO /tha��; r!► • / SHEET NO "` __y LANDSCAPE PLAN tiir off''' 30 s \ 7, SCALE 1 „ = 30'-0 7 L2.0 2OF3 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. o E 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, La 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 foiling 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. a SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative. o 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 ` tr � ` severe weather conditions, due to Owner's negligence, normally unforeseen peculiarities of the planting site, or lost due to vandalism). Guarantee to replace, z i' t) at no cost to Owner, unacceptable plant materials with plants of same variety, age, size and quality as plant originally specified. Conditions of guarantee w4 ,w Z8 42 ' on replacement plant shall be same as for original plant. ; " �. y�+ p Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. -� Y k PROTECTION: Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground utilities <C 0 C.7 #00 prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. `''�` �Al iior"1, 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 sr. shade and protect them from weather immediately upon delivery, if not to be planted within four hours. 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, rn -�11��11 ' � �� and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be rejected uponro -111 IL .,. 'Ill' 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 I I' 11��i_1 1 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. /"1 c8 _ Nr L. M 6 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 ^ CV 43 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 V o CROWN OF ROOTBALL wfibrous. 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 R HOSE: REINFORCED ball will be acceptable. o 3 RUBBER OR GRO- CID 11 STRAIGHT TREE TIEs0 SHRUB PLANTING DETAIL E,, �, 2" MOUND FOR NOT TO SCALE 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 © •-4- growth. growth. Supply alternate bid for imported topsoil. WATER BASIN 1 GUY WIRE: #10 GA. W z;o ' :l�/ DBL. STRAND, TWISTED, 6" F--4 v I 2 x 2 DOUG FIR ,� Landscape Contractor is to supply and place 12" of topsoil in planting beds and in lawn areas. If topsoil stockpiled on site is not conducive to proper STAKES. 3 STAKES GALVANIZED. 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 !._r,+ 't 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 c' AROUND TREE __ 2 1/2" BARK MULCH .- 1 `������`9:t Landscaping shall include finishedgrades and even distribution of topsoil to meet plantingrequirements. Grades and slopes shall be as indicated. Planting i .� FINISH GRADE P� 9 P q m Lo -I I _ �`%�"'' - 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 v REMOVE BURLAP - V� -- BACKFILL SOIL MIXTURE depressions or low areas toprovidepositive drainage throughout the area. co x 11 11= _l II' WITH FERTILIZER P g g I 2 to 12 1/21' ROOTBALL EXISTING SUBGRADE PLANTING SPECIFICATIONS: Cl') 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 Q ,tu manufacturer's instructions. Z o 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, Qrn 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 T NOT TO SCALE % #EI minus .10 of required grades. W �,'� �i'r" E Y �� f/ In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. a .. _ 11) 0`1,���'1 ,-— CHAINLOCK TREE TIES ., w PLANTING HOLE: Layout allplant locations and excavate all soils from plantingholes to 2 1 2 times the root ball or root system width. Loosen soil in.°c La '`'1 '�. (OR AS APPROVED) / Y c,eL 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 ro LL. < 2" x 2" D.F. STAKES drainage problems. 0 CROWN OF ROOTBALL TO BE SOIL MIX: Prepare soil mix in each planting hole by mixing: _ 1 l 2" ABOVE FINISHED GRADE 2 part native topsoil (no subsoil) � °° 1 part compost (as approved) N 2" MOUND FOR WATER BASIN ' ' ' \- -% \\\'' �..11 2 1/2" BARK MULCH Thoroughly mix in planting hole and add fertilizers at the following rates: - I, 4117 FINISH GRADE 711 I L � �.--� Shrubs - 1/3 to 1/2 lb./ plant 1-6"MIN.---► r BACKFILL SOIL MIXTURE !!— I Trees - 1/3 to 1 Ib./ plant r r—�i t—i i t_. WITH FERTILIZER 2 to 2 1/2 X ROOTBALL EXISTING SUBGRADE FERTIUZER: 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. Cr When 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 system is not allowed. n (n 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 0 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 CO W CL 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 (J) 2 strand twisted 12 ga. wire. Staking and guying shall be loose enough to allow movement of tree while holding tree upright. M 0 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 < z cover areas and 2) " in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. WaterI thoroughly, then hose down planting area with fine spray to wash leaves of plants. Z (l) J GENERAL MAINTENANCE Protect and maintain work described in these specifications against all defects of materials and workmanship, through final C' 0 Q acce tance. Replaceplants not in normal healthycondition at the end of this period. Water, weed, cultivate, mulch, resetplants to propergrade or � ' i F- P P P P P � � W upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and0 I 0 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 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DRAWN CHECKED CW JLO SHEET NO Lao 3 OF 3