The URL can be used to link to this page

Plans (389) I.,) - III (11 193 I: UP ) 0 I 5 - 00200 I: UP ' 01544201 1:, up 4 ) * 15 -4 s 0 ) E O : : :::::: '',.::' --•:.::'i:1!:::'::::H": :H::::14.OdiH H: , : .:.i:';1 Ow w ;,a CEIVIES}' i.i.i.i.i.i.i.i.i.i.i.i.i.:,i:i7.i.K.:,i.:4.i.i.i.i..i. RE c, .. ...: ,. .. � "s , ;f: tO.i.. IRO :,:k, ave ��,r :,, ::'''''' ::::::::::::::.: ',., :621,,, 41,4 ::::: j. ,,„„„„:,::,,::: : :7.77 ::::::::::::::::: H• F. : ::„:::,:::::,,::::,„„:„„„:,„, ::::::::::::::::::::::::::::,:,:::, 1 Nis 0 _--q..r At JUL 6 201 10 uft. iii : u. Pt CITY - 90,E w : -IPt Ainglik.. ilide.110 Kwiiiiiiii. i!:,.. ,„:: ,........,...,..N .„„,„,„, „:„.. ,.,, j p ili + ,Ali ,v rk ' w :11.1 * E. s .1111111111111 Vik ... . qf eillikg 7,zii .44: v:, ::,-- a:4 to , 2., s; ,„,.2. 40 ,..-...,,,,„,,:,:,:,:,:,:: :m, , ,.,„ ,,..* t,' :,,,,--- ....i.i...i. TION: ' ..* :.„„:,.. ,•., ...1, n 0 i .:i.,:;,: ri ....i, ..„, ..,0 .,,:: ::>., .,,1: • .)• u 0 s+ fit:; /% h_ A;E e t. t4s 3: sl VII Z s �?`h/. '- x \..i '�,Y t:l:. *i ' .k:Siiiiiiiiiiiiiii h i1:�� k'''�. .a':t: ......� # :;+�"�. :`., "`:.a P ; RvT SET IV m LI N Ao Z f& ,. MELRO.SE Sr C �< �d GENERAL NOTES �w.. PROJECT INFORMATION PROJECT DESCRIPTION PROJECT 0F\e4;i.)L to T " • y,, i �, W1.PRIOR TO CONSTRUCTION,REVIEW CONSTRUCTION DOCUMENTS AND PROJECT ADDRESS: 11430 SW BULL MOUNTAIN ROAD THIS PROJECT INVOLVES THE RENOVATION AND RECONSTRUCTION OF THE PROPERTY OWNER: ANDREWS MANAGEMENT LTD sw BU LL e,c. °s-; KS Q/0 d e. u ••. COMPARE THEM WITH FIELD VERIFIED CONDITIONS. NOTIFY ARCHITECT OF ANY TIGARD,OR 97224 EXISTING BALCONIES OF AN APARTMENT COMPLEX BUILT IN THE MID-90s,THE 5845 JEAN ROAD �'- ,ORECON • »r MOUNTAIN RD ;:,� DISCREPANCIES, CONFLICTS OR OMMISSIONS. PROPERTY HAS 9 SEPARATE APARTMENT BUILDINGS,ALL OF WHICH ARE 2 LAKE OSWEGO,OR 97035 7+ SW€Li>r,I r:�£�i z TAX MAP: 2S 110 AC STORIES+BASEMENT IN HEIGHT,WOOD FRAMED AND CONTAIN WALK-UP OF OW '- 2.PRIOR TO CONSTRUCTION,VERIFY LOCATION,SIZE&DEPTH OF EXISTING TAX LOT: LOTS 1200&1300 APARTMENTS.NONE OF THE BUILDINGS HAVE ELEVATORS. "'a FOOTINGS AT BALCONY LOCATIONS. STATE ID NO. ARCHITECT: RYAN AUSTIN,AIA PRO PE��/ ,. (TAX ID) POLYPHON ARCHITECTURE&DESIGN,LLC I412 NVV i•-..) 2S110AC01200&2S110AC01300 NONE OF THE PROPOSED WORK INVOLVES MODIFICATIONS OR RENOVATIONS CH STREET • 3.DO NOT SCALE OFF OF DRAWINGS.CONTACT ARCHITECT FOR ANY MISSING PROPERTY ID: TO THE INTERIOR OF THE BUILDINGS.THE MAJORITY OF THE PROPOSED Y ' leiDIMENSIONS ON DRAWINGS OR FOR CLARIFICATIONS T NT# SUITEE 3090UAX ACCOU 81089431 &R489670 WORK IS TO THE EXISTING BALCONIES AND EXTERIOR STORAGE UNITS.MUCHPORTLAND,OR 97209 "°' a c OF THE EXISTING WOOD BALCONY STRUCTURE IS TO BE REMOVED AND 503.449.4884 • "` 4.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2,2,A2.3, ZONING: R-25:25 UNITS PER ACRE(1,480 SF MIN.LOT SIZE) REPLACED WITH BALCONIES OF SIMILAR DESIGN.THE NEW BALCONIES WILL _Asst; E. F :fit? t DURHAMRUa ": "y','" A5.1,A5.2&A5.3. OVERLAY ZONE: NONE HAVE A WOOD STRUCTURE, COMPOSITE DECKING AND STEEL RAILINGS. `` '` SiSTRUCTURAL JEROME MADDEN, P.E.,S.E. ZONING MAP CITY OF TIGARD ZONING MAP THERE WILL ALSO BE SOME REPAIRS TO A FEW OF THE EXTERIOR STAIR ENGINEER: MADDEN&BAUGHMAN ENGINEERING,INC. 5.ALL WORK TO MEET THE REQUIREMENTS OF APPLICABLE CODES, ADJACENT SITE: R-2 TO THE NORTH STRUCTURES,ALL OF THE BUILDINGS(INLCUDING THE OFFICE/POOL HOUSE G1 AREA MAP REGULATIONS AND AUTHORITIES HAVING JURISDICTION, INCLUDING(BUT NOT C-G TO THE NORTH&EAST BLDG AND DETACHED GARAGES)WILL HAVE ALL WINDOWS,THE EXISTING 815 SW 2nd AVE.SUITE#350 LIMITED TO)THE REQUIREMENTS OUTLINED IN THE CODE SUMMARY ON THIS • SHEET. R-12 TO THE EAST(ACROSS HWY.99) 8.40 TO THE SOUTH SIDING AND BUILDING PAPER REMOVED AND REPLACED. SCALE: NOT Ti3O SCALE ' PORTLAND,OR 97205 CC R-25 TO THE WEST 503.236.7611 Cn 0 6. SUBMITTALS:SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT 1 R-25 LOT COVERAGE EXISTING BUILDING SUMMARY } ENGINEER FOR REVIEW PRIOR TO FABRICATION AND CONSTRUCTION OF ALLOWED: MAX.80% CONTRACTOR: DAMION HUMPHREY CI- _� THE FOLLOWING: R-25 MIN. LANDSCAPING: MIN.20% BUILDING 11336 CREATIVE CONTRACTING INCI- -z' A.WELDED GRATE RAILING PANELS SETBACKS 1st FLOOR(BASEMENT)AREA:4,374 SF(GARAGES) 13607 BARCLAY HILLS DRIVE �� B.RAILING SUPPORT POSTS FRONT:20 FT. 2nd FLOOR AREA:4,374 SF OREGON CITY,OR 97045 a.1 Q _ - D 3rd FLOOR AREA:4,374 SF cn C.STEEL ANGLE ATTACHMENT CLIPS SIDE: 10 FT. 503.407.1447 N�N11\1 IN o ADWELLING UNITS:CONTAINS 8 UNITS(4 TYPE'A',4 TYPE'B`) CCB#: 148503 O, y D.COURTYARD FENCE PANELS&POSTS REAR:20 FT. < Ct -u J PARKING GARAGES:10 yl E.ADDITIONAL ITEMS AS REQUIRED BY THE STRUCTURAL DRAWINGS. B�"� l MAX. BUILDING HEIGHT 45' SPRINKLERED:NO SW TYPE OF CONSTRUCTION:VB DRAWING INDEX 7.THE TENANT SPACES ARE TO BE OCCUPIED DURING CONSTRUCTION. Z l -� OCCUPANCY USE:R-2 - COORDINATE THE MOVEMENT OF PERSONNEL AND MATERIALS WITHIN AND YEAR BUILT: 1995-96 _----- -- (1)Imim AROUND THE BUILDINGS AND TENANT SPACES WITH THE TENANTS,OWNER BUILDING 11344 GENERAL O J - - ` REPRESENTATIVE AND PROPERTY MANAGER,MAINTAIN EXITING, FIRE ORIGINAL PERMITS: BUP95-00341 (BLDG 11334),BUP95-00342(BLDG 11368), 1st FLOOR(BASEMENT)AREA:5,050 SF �� _ - PROTECTION SYSTEMS AND LIFE SAFETY PER CODE AND PER FIRE MARSHAL'S BUP95-00343(BLDG 11452),BUP95.00344(BLDG 11418.), G1 CODE SHEET 1 + OFFICE. BUP95-00345(BLDG 11424),BUP95-00346(BLDG 11382), 2nd FLOOR AREA 5,050 SF m r BUP95-00347(BLDG 11338),BUP95-00348(9 CAR GARAGE), 3rd FLOOR AREA:5:050 SF , f 8.TRADES TO SUBMIT FOR SEPARATE PERMITS, INCLUDING(BUT NOT BUP95 00349(7 CAR GARAGE), BUP95 04350(4 CAR GARAGE), DWELLING UNITS:CONTAINS 18 UNITS(6 TYPE'B',9 TYPE'C',3 TYPE'D') ARCHITECTURAL to - LIMITED TO)THE FOLLOWING: BUP96-00055(BLDG 11430-POOL HOUSE), SPRINKLERED:NO A1.0 SITE PLAN 1 ELECTRICAL BUP96-00056(BLDG 11452),BUP96-00057(BLDG 11460) TYPE OF CONSTRUCTION:VB A1.1 EXISTING BUILDING REFERENCE PLANS0 __----- __- ''> FIRE SPRINKLER&ALARM SYSTEM IF APPLICABLE OCCUPANCY USE R-2 ;'> , ( ) A1.2 EXTERIOR SIDING - � � :»*'»> ><:«: :;:::;. - CONTRACTOR TO PROVIDE COMPLETE DESIGN&DRAWINGS TO ARCHITECT WINDOWS allir % `'`% € I<`>z!'..' , AND OWNER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTING FOR SITE INFORMATION BUILDING 11368 A1.3 / € }}, 1st FLOOR(BASEMENT)AREA:5,050 SF A1.4 ELECTRICAL t ! C ADJACENT REQ'D PERMITS. Lil C ` ' ,, ' '�\ l BUILDING SITE AREA: 5.409 ACRES(235,593 SF) 2nd FLOOR AREA:5,050 SF A2.1 BALCONY PLANS-TYPE Al J f „ ; LOT COVERAGE: 45,548 SF (20%) 3rd FLOOR AREA:5,050 SF 9.PRIOR TO HOT DIP GALVANIZING AND POWDER COATING STEEL ELEMENTS OF A2.2 BALCONY PLANS-TYPE A2 BLDR`"�lc" 1' \ THE RAILING SYSTEM,ALL HOLES NEED TO BE PRE-DRILLED,STEEL SHAPED,AND PARKING&DRIVES: 68,264 SF (30%) DWELLING UNITS:CONTAINS 18 UNITS(6 TYPE'S',9 TYPE'C',3 TYPE'D') .p .114311':; yryry '/ , LANDSCAPING: 115,749 SF (50%) SPRINKLERED:NO A2.3 BALCONY PLANS TYPE B1 ,,; WELDS COMPLETED.FIELD MODIFICATIONS OF THE PREFINISHED STEEL TYPE OF CONSTRUCTION :VB A2.4 BALCONY PLANS-TYPE B2 CLUBHOUSE / COMPONENTS WILL NOT BE ACCEPTABLE. ',.:04%,..w., / / • ON SITE PARKING: 230 TOTAL STALLS OCCUPANCY USE:R-2 A2.5 BALCONY PLANS-TYPE Cl In // // 10. INSPECT ALL EXISTING WALLS OF BALCONY AND EXTERIOR STORAGE UNITS GARAGES. 39 GARAGES A2.6 BALCONY PLANS-TYPE DI / / it,* s,F TO REMAIN. REPLACE COMPONENTS THAT ARE SHOWING SIGNS OF DRY-ROT, COVEREb PARKING: 92 COVERED STALLS(INCLUDING 1 ADA) BUILDING 11382 A3.1 BALCONY SECTIONS WATER DAMAGE,DECAY,OR OTHER SIGNS OF DETERIORATION. NOTIFY THE UNCOVERED PARKING: 99 PARKING STALLS(INCLUDING 6 ADA) 1st FLOOR(BASEMENT)AREA:2,957 SF / STRUCTURAL ENGINEER OF ANY ADDITIONAL STRUCTURAL MEMBERS NOT HANDICAP PARKING: 7 TOTAL ADA ACCESSIBLE STALLS(7 REQUIRED PER 2nd FLOOR AREA:2,957 SF A5.1 RAILING DETAILS / BSG CURRENTLY SHOWN IN DRAWINGS THAT NEED REPLACING. TABLE 1106.1 OF CH.11 2014 OSSC} 3rd FLOOR AREA:2,305 5F A5.2 STEEL RAILING DETAILS / I - DWELLING UNITS:CONTAINS 8 UNITS(3 TYPE'A',3 TYPE'B',2 TYPE'D') A5.3 BALCONY DETAILS • 0 7y. 11. NOTIFY ARCHITECT OF ANY REPAIR OR ALTERNATIONS DONE TO FIRE RATED SPRINKLERED:NO A5.5 RAILING POST DETAILS � ! >% ASSEMBLIES,SUCH AS THE FLOOR ASSEMBLY BETWEEN THE PARKING GARAGES TYPE OF CONSTRUCTION:VB A5.5 RAILING PANEL DETAILS .'A ,, ;'; AND DWELLING UNITS ABOVE,OR DEMISING WALLS BETWEEN DWELLING UNITS. OCCUPANCY USE: R 2 - '� , A5.6 RAILING PANEL DETAILS mill ,,<% ";,", ,::r ';;`' SUCH REPAIR OF FIRE RATED ASSEMBLIES SHALL MAINTAIN OR IMPROVE FIRE- 14.4' IiiiiiiiiiiiiNitommip" RESISTANCE RATING OF ASSEMBLY. CODE SUMMARY BUILDING 11396 (BASEMENT) 1st FLOOR BASEMENT AREA:5,050 SF STRUCTURAL ill ,' - 2nd FLOOR AREA 4,,, - 5,050 SF \ a � I (4 - ��tk-'`T s APPLICABLE CODES 3rd FLOOR AREA:5,050 5F 50.1 GENERAL NOTES AND SHEET INDEX - - \ CITY OP TIGARD _ �__ DWELLING UNITS:CONTAINS 18 UNITS(6 TYPE'B',9 TYPE'C',3 TYPE'D') 52.1 PARTIAL BALCONY FRAMING PLANS 3. ' 0 ` " •• FOR CODE COMPLIANC 3 130 P 200 C 2014 OREGON STRUCTURAL SPECIALTY CODE SPRINKLERED:YES S2.2 PARTIAL BALCONY FRAMING PLANS CO ./.. , 1 TYPE OF CONSTRUCTION:VB 53.1 FRAMING DETAILS . .mvedt r3'3G isc_t_-icAT '� OCCUPANCY USE:R-2 S7.1 FRAMING DETAILS IOi �111100 ,---" ` k: +T i CHAPTER 5 f)194- :GENERAL BUILDING HEIGHTS AND AREAS BUILDING 11418 OWNER i F . Permit 1st FLOOR(BASEMENT)AREA:4,216 SF(GARAGES) BLDG.'' ' ' ANDREWS i \ y ,I# '� - TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS 2nd FLOOR AREA:4,216 SF A �\ , U" B ;11136 / / Address: ! ( 40.3� X.C-•P'ETr3 3rd FLOOR AREA:4,216 SF ASSEMBLIES MANAGEMENT, LLC Suite#i TYPE VB CONSTRUCTION DWELLING UNITS:CONTAINS 8 UNITS(2 TYPE'A',6 TYPE'S') 5845 JEAN ROAD *}`''\,;$ 'i; ! 30p2 '�J "'eor � HEIGHT:MAX.4D' PARKING GARAGES:9 LAKE OSWEGO, OR i' / BY; Date: r r� OCCUPANCY GROUP:R-2 SPRINKLERED:NO A, F` °" Hyl / + t 43 ' . LL -�� MAX.#OF STORIES:2 TYPE OF CONSTRUCTION :VB HORIZONTAL ASSEMBLIES 97035 `' l MAX.AREA PER FLOOR:7,000 SF OCCUPANCY USE:R-2 �� ISSUE DATES: 1- -,+} `` �, , OFFICE COPY l�"� BUILDING 11424 _ \� 1/ \� -., oQ� - TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES(HOURS) 1st FLOOR(BASEMENT)AREA:3,026 SF Fl _r'_I_ I I NEW 1x6 COMPOSITE DECKING(20) PERMIT 07102115 / �� s [�j g2 POLL-t C� V 2nd FLOOR AREA:3,026 SF BALCONY NEW 2x8 P.T.DECK JOISTS y it 3rd FLOOR AREA:3.026 SF BUP2015 00193 11430 BULL MTN 7/19/16 B�.DG, 141$ �� , :;: ' / 1�p2[][•�-63tel f R OCC.&S 2 DCC (PARKING) IN NON-SPRfNKLERED BUILDINGS 2 HR SEPARATION DWELLING UNITS:CONTAINS 12 UNITS(3 TYPE'B',9 TYPE'D') = FLOOR SPACED 12"O.C.(11) gUp2015 00194 11335 BULL MTN 7/19/16 , y-w�f ., / �� {REDUCED TO 1 HR PER FOOTNOTE b;PARKING IS FOR PRIVATE VEHICLES) NON-RATED11 - D � �p .-, SPRINKLERED:NO ! BUP2015-00195 11344 BULL MTN 7/19/16 - 13 ,> k I ('3'(.,- 00 LIL._ AATIN) NOTE: NONE OF THE PROPOSED WORK SHOULD EFFECT EXISTING FIRE TYPE OF CONSTRUCTION:VB BUP2015-00196 11368 BULL MTN 7/19/16 k\ UR> ! $'� SEPARATIONS. IF SOME MINOR REPAIR WORK IS REQUIRED TO FIRE OCCUPANCY USE:R-2 /7 \ r,�# / / 1S - �� BUP2015 00197 11382 BULL MTN 7/19/16 �;; .,-, SEPARATION WALL OR FLOOR ASSEMBLIES,SUCH REPAIRS SHALL BE DONE F2 SELF-ADHERING WATERPROOFING ��\N t # / .- TO MAINTAIN OR IMPROVE FIRE RATING OF EXISTING ASSEMBLY BUILDING 11452 MEMBRANE(25) BUP2015 00198 11396 BULL MTN 7/19/16 ` 1st FLOOR(BASEMENT)AREA:5,050 SF CNI BALCONY NEW 1x6 COMPOSITE DECKING(20) BUP201S-00199 11418 BULL MTN 7/19/16 I� ` t� + / .....4r - �� 2nd FLOOR AREA:5,050 SF OVER NEW 2x12 JOISTS CUT TO SLOPED BUp2015 00200 11424 BULL MTN 7/19/16 „ 71-----17: - J _ - '' "' r^ ` - PTER 6:TYPES OF CONSTRUCTION 3rd FLOOR AREA:5,050 SF = GARAGE PROFILE(PER PLANS)SPACED BUP2015-00201 11452 BULL MTN 7/19/16 , ..< V DWELLING UNITS:CONTAINS 18 UNITS(6 TYPE'B,9 TYPE'C,3 TYPE'D') 12"O.C.(12) \ (I � r !_ (� j{�(!� j,�,{�' I EXTERIOR BUP2015-00202 11460 BULL MTN 12/2/15 NIP 1 J SPRINKLERED:NO � � � NEW 112"PLYWOOD SOFFIT / �� ;-7vp 2 7( TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS TYPE OF CONSTRUCTION:VB , / • - _ -w-�-7-4--- }- ❑ / ,41--..-..c.) `�� BUILDING ELEMENT TYPE VB OCCUPANCY USE:R-2 F3 SELF-ADHERING WATERPROOFING - �\ '-----.----'7. _.-._...-_.. MEMBRANE(25) • BUILDING 11460 BALCONY NEW 1x6 COMPOSITE DECKING(20) ( / n� l (' j�� LC� + PRIMARY STRUCTURAL FRAME 0 HR 1st FLOOR(BASEMENT)AREA:5,050 SF CO OVER NEW 2x12 JOISTS CUT TO SLOPED `� �^^I BEARING WALLS 2nd FLOOR AREA:5,050 5F = . /El_ . 1„ P 20(h W Cs�-)l EXTERIOR 0 HR 3rd FLpOR AREA:5,050 5F GARAGE FILE(PER PLANS)SPACED PRO I :;:,:4:h:, Miali E F2-lia%14r1O.t.Of 4 „„ 12"O.C.(12) JOB#: 1501 ,..:,.,, . iminmmiAzzueold-7-,!!Mx Uj - _ -4 INTERIOR 0 HR DWELLING UNITS:CONTAINS 18 UNITS(6 TYPE'B',9 TYPE IC',3 TYPE'D') (INTERIOR) NEW 518"GYP. BD. \_11 BL i611",,, , ' / �r� NONBEARING WALLS AND PARTITIONS SPRINKLERED:NO STATUS: PERMIT ,.If I' ,, LEGEND 1 t C� v �,,,,' 1u�1 INTERIOR D HR `' ' TYPE OF CONSTRUCTION:VB '�N :� .�� ``. � ' " ''{, .,,,,, { `'`'` FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HR OCCUPANCY USE:R-2 , , - PRINTED ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HR ",--..-. EXISTG FINISH FLOOR VARIES 7/6/2015 3:38:59 AM �Iv r' / PROPERTY LINEilW EXISTG 314"GYPCRETE. BUILDING 11430(CLUB HOUSE) ! - - - J 1 ST FLOOR AREA: 1.742 EXISTG 5/8"PLYWOOD / TABLE602 FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS SPRINKLERED:NO EXIST. EX1ST'G 2x12 FLOOR JOISTS .- EXISTING BUILDING BASED ON FIRE SEPARATION DISTANCE TYPE OF CONSTRUCTION:VB 1-HR EXISTG FIBERGLASS BATT INSUL. CODE SHEET FOOTPRINT OCCUPANCY USE:A FLOOR EXISTG RC-1 RESILIENT CHANNEL FIRE SEPARATION TYPE OF OCC. = EXISTG 5/8'TYPE'X'GYP.BD. DISTANCE=X CONSTRUCTION GROUP R TOTAL NUMBER OF DWELLING UNITS: 126 ) ABOVE GI GlIACRAMATIC SITE PLAN T-`' _- - - TYPE'A'UNITS 3 BEDROOM,2 BATH :APPROX. 1,178 SQ.FT. QUANTITY:9 GARAGES FIRE RESISTANCE RATING: IHR(PER ICC ESR-2540) 31.., X<5 ALL 1 HR TYPE'B'UNITS(2 BEDROOM,2 BATH) APPROX.986 SQ. FT. :QUANTITY:46 �� I COVERED PARKING 5<-X<10 VB 1 HR NOTE:THIS IS AN EXISTING ASSEMBLY AND IS ONLY SHOWN FOR SCALE: 1"=60`0" �"--~~ 10<=X<30 VB 0 HR TYPE'C'UNITS(1 BEDROOM, 1 BATH):APPROX.700 SQ.FT.:QUANTITY:45 REFERENCE IN CASE ANY REPAIR WORK IS NEEDED.FIRE NOTE : SEE ENLARGED SITE PLAN ON SHEET A1.0 X>=30 ALL 0 HR TYPED'UNITS(1 BEDROOM, 1 BATH):APPROX.607 SQ.FT.:QUANTITY.26 RESISTANCE RATING IS TO BE MAINTAINED. ORIGINAL SHEET SIZE:22`x34• • . e 2 chN ix 0 _ •---.. SITE PLAN LEGEND , -.. •,.,, z e.-.-----1 6- \ , - I-C) • '''.,\ SI C19 J '', \ PROPERTY LINE _1 Li) ., „ i 7--- C7 11) . m2 '-. 0 cn , i ,7 - - - TOPOGRAPHICAL CONTOUR LINES c7L1 I-"I \ 'C'\I °-' . • ,____ Lr) cp 0 i•-. tAD / ,IP1/ - ACCESS EASEMENT ' ., II ci - 2 , 4C i., ROOF OUTLINE ABOVE .- 0 V) C\I (-\/ / /40 . CC. ‘- \- • //ye N . •., - „ \ - \ : ! 4.\\ -- G Luv EXISTING FENCE /7/0 9 8 19h7,4), \ \ 1 •-•.•• -04410400 tw• ••• •••••• ••• • t •• • •• • •• • % • ;4.4+ ; ..• •• • • P. ••••••4‘• • • • 40 ••• • 4 0 • ••4 • • • • .'. / : .- -'1,.. ,,, '' ''' .., ; SS.. •••;•••;• .••••;• '0. 04 ••••• •••• ••• ••• • ••• •• •• i :% U IX ,--1 ••••••• 4. •V',•0 !-. ,,. .. 7, .,,.. • ' • . • ••vie? •••••, • v.v. • • •• • • • EXISTING EASEMENTS / ,N ' - :UP..... . _____- . „„, ;, • • ..••„,••4**,8 ,• ,•*14 401444174:), \ 4.usir•r•••••••‘ 4• • •• •• •41•'• ••• •.0• • 4•4•4 0••••••• .,• --' 4 • • 4 \ 4, • • .. * ADJACENT OFFICE / .' i \ .. . ,...-% ,._.. ,- . lt,tt ,, , Frf,«„Nmetw vs 40.• 44 +. ,. \ 0 \Cm- BUILDING , .. . \ \ •, •.4,, , .1. /,*, ,_ ,7 '‘•-•--,' S '\ '\ - , --,,. EXISTING BUILDING FOOTPRINT \ V 4. •.? - .----:-.--:---.. z. ks,, I ,\ \,,:i, •••• , . .2\'''`-,,\,,' 'Cl‘c --- ---- ,-- ---" c-\ '-' , I/ -... 4)40/1,' 45743 l& ••• , ---• - 4 \.. \ ,p ....-----_, ------- . , .. :‘ ".',.,/,,,,,,,,. \ \ .._ _. _ ir - ----N C • _-____ - \ "\ *4 •, ' ' ''-,,., s./4., (-- 40p, r, 1 1 1 1 _----- ------, I COVERED PARKING ...--• \ \ '- \ \ s.--;--. I S#'''' , '--.. . i -- ----_, 0 -- -' .... - "--ss, I \ 1 \ \\ \ 11382\ . N, , \ `//V ‘ , - \/ \ . -,------r--- \ \ \ \ \ \ \ \ \ . \ \ , ,.....- e , , ........ -, „„..,... ' ADA ACCESSIBLE PARKING STALL \__I___-‘c • \,/ \ ‘ \ \ \ \\ \ 1 - i \ N ,_..,,,4kkip? \,. : STORIE 1°P4s ,,. \ N \ \ \ \ \ 10 ,., (-,1 --i \ \ \ ,\ \ \ \ ., ,, ,,,‘ 10° . ,-- 1 , , 9`- 0. \ -.. „ SITE PLAN NOTES , \ \ 00 (-- \ ,, , \ .. -- 1 • , ,. . #'611t‘i* \\ s :,. - , , .0 ....... „ .....-.., , -,.. ,, ,., it ......, , k„..,-- .,. \ ,- ....- -,c----: - _ _ 12-__....., (/.--- -- j. ‘ ....„ - \ .. , , _..., , „ \ _ ./ , , , \ , , BUILDING LOCATIONS,PAVED AREAS&PARKING,SIDEWALKS&OTHER cC I kiSki Z \ \ -- ..-- -- \ // ,, --N. N N -\ / --''' \ /1411\,\. ,,,,,› \\ \ \ ________------i'l r- 1 \ \ rI -- ,. .., -... ..._, . o411i4,- . SITE FEATURES SHOVVN ON THE SITE PLAN ARE DERIVED FROM THE A.L.T.A.SURVEY DATED 10/03/2001.ACTUAL SITE CONDITIONS MAY \ -- - - / <-.. N .... \ , I. 7 ----- -'• 441111 I".it 1 , •4'%- k •410 4•41,•.1 4,,, ••• .1 , VARY SLIGHTLY FROM THOSE SHOWN ON PLAN. CO 0 \ . . -N' N. --"- .......... \ ' 1 ..''' / \,,.,''..- e / \/ f____5, • •••4 . ' 411w1 A 4; :4:44 \ ' TOPOGRAPHICAL CONTOURS ARE APPROXIMATE. _.- \ , , • \ \ .411416 N NN N " --• \ / . .., I._\\'7 \ , 1...., --.., / k 4 _I 111 E ., \ ' N N , \ \ \ / __-----.------------A 1 I i \ = TURF Ir11 . : 4 , • •• STORM EASEMENT I I w 11336 "-.., ,./ 'A 1 ! i \k ' ,k,„ ' 0 •• - /I '''•---4 •• ''• \ I •* - •••• -,j- , ....\ /\ \ • , _.- . , \ 1 \ :H4••••• 4 C\1 0 1 ••• • - CO lk \\ 11396 i. LLI N 1 ;:----------7111110,\ \ / \ :••••••••••••.1 144 r-- ort-) v? . ____,. 1 • \ \ : \ , ----- • it::.•.•.•..•.•••••:4..: ,, '-' i \ , 0:1111111,1111111‘114, '-/ • /‹ ,-- \ --------- I 1 1 LI ' --I,\__,_I 1 i 4,.o,••••••••••:::41.r r:, e': „.... = . - / •• • •1 • . N i t \ \\ \ I I I 11418-- - k I ,' •••• « 7 ••• •• I..... SW 114th ---- \ \\:1111.\' , 'oo li \\ , , , -.N -N \ \ \ \ ' \ \\ („ii. s , . i ----7-1-\1 - : •,,. pi•••• ••;4...;$, --... , _________, \\ --_-:_ivil , AVE. , ,--___ kgb, /40,,:„,, . / 1 , ,•• • 4.4, -i---7 i ., f, Z \ -z. \ , .. \ \ , , \ it r-__------ i , _i_________, 0 \ 4 " \\ 1 \ i • • „,•", ,,,,,,, \ \ \ ------ \ 1----ii ill„ f I i. •• • , 6 \ i ; LP ,- o- \ ( 1 , , , , / \I i.:. \ \ "D-b, 1 I vesst , - ,,, • •• + \ -i....----------i rti ....., \ 1 l7 \ ----, . \ \ .1, op:6;••::•••••:••.....1: `k-0:3:0;(in, ,c.,..N.,,.,,.:..: ---- '-- 's K•t.,AL',/ :::::) •••,/ - \ - ..nla I \ , --. \ --___.• - --er - - - - - - s _ \ - - - - _ ___ N \ -1 , •---- ) _---- \ __----\r- ___,\ : , .. _- I. ;..:-_. ,c6.66 ]„2 ,--c., L .00 \ . \ \ \ \''./ ..."---",---"-- ? .1 . / I ':>--7-"SIMRN4WATER _____\---7 \ (i) , __, \ \ \ \ \f -"A , v. \ I CO / \ I N ; -----DE'ENT:717ND\\ . 4 \ 03 \ C:: 1 1 ; , ---.\- -,_\ _ \ \ --\- \ , _. - , , \ \ \\ \ \ \ \ , -.,. \‘ v „.„, ,, ,, , .„--- \- ,..... iiii‘ \ \ ,g, a , ‘ I I II -714 ' k 1 r, -1-7-1 I OWNER: r--- 1 ,, • - s, \ \IIP \ \\\\ ,,,,,_\ \*\:..- -,..:,..\,- ; , ,„:---- • v 1 \ ',, - \ r---- .. • \ , x .. . \ \ ----A---t- \ ANDREWS \ ' I 0 I MANAGEMENT, LLC --,---, \ , ., \o--) • \ \ _.;>_„- N\ \/--- '11452 '':) 1 \ I 0 \ or_) i / -\ f--) - \ k \ 'W. \ ---V-1 \ ,"- :1 I \ \),('' , \N A:-^,-,:1 3 STORIES ,t I .1 5845 JEAN ROAD . rismf---L :.; II: V C. \ \ 'a \ ' \ )1, I V ' . '-l_O\ \ / '' . ' LAKE OSWEGO, OR , Z ' .---- I POOL \ ,_) ..---<--- " \ / / \ I ' II IIIII • , c\I 97035 \ , \\...,11: ,,,,\ -, \, i i \ I-4i \ 37. T.-- , • o ,--, 00 „ \ \ \ \ \ \\ o 1 1 STORY co 0 tez. •-, \ s '...na.) , ...„ • _____T-\ 1 ... \ '0 \ , ..,f• 0 no- \\ \\ \\ \,‘,...,,,-",%.\ _____________.‘4,:\ .--7 \ \ \ 1 1 1 k \ .„. \ I '::::- \ \ \ -\.- .--•"'-- ,,,.., : ....• ,„ •- . ---- .-"- - ;11,•,,,..• i 1 IiiiiiI ll co-----ffir ce, u-) ,,,,,,.,._,,,,,,\ 4 • \ \ \ \ \ \ \ % \ ) \ \ i ,_20.00 AL - (,/6 L L L) -,, ---_, --- , \ '\ s„. \ \ _. SAN l'KARY EASEMENT -,, ,- \ • •:••••• , . I I \ \ \,. ', \ ,i ... -, 1 \ \ \ \ - : r\ I ____ _ \ . \ „ , \ , ....„....,„. __ _ _ _ _ _. __ _ • • • jai 1 ., • e \ \ , \ '---- `••-•• ' I \ . \ \ .i. ‘ - _ _ ....- -- •'S'•• •4'4 4 4„. , \ t \ \ \ \ \ \ \ \ 10 r...i..ei Ps• / ,••4. • -------'\ _ nliiiiii. ,I- 11:1 it 1 . ' \ \ \ : ..., - , . \ \ - \ \ 0 / (LI. .]„2(7, ,.7, L .00 N\ I \ ' ••••••:•• ••••••.- -.- -• ,,,•-••-••-• ••• V• 1 ••••• 4, •• • •• • •••• • • •• 1 i \ \ N •• •• \•-• " ••••• •••• A - * __./ 1 ,' \ .4, 444v45,41.41441,4 4.4,4.4. ++04 4 ••• • •••••• •••••••••••••• •"••••••,•- 4.4 JOB#: 1501 \ \ \ N?,0 ,0,. \ 44.,:•:••• •• • *X, ..A.4M+:444,4%, 1,4 444 I ,,' \ STATUS:PERMIT i \ \ 13- u '...L• .). .i. •t......1";i r4 IN at'1 1'a.4 tat al ta, 4 I 0 4"I t I It' - \ L \ \ r ,C,4, \ PRINTED: \ \ \ 0 7/6/2015 3:12:05 AM \ \ \ \ \ . , \ \ \ ., \ \ \ i'-il--- ,c6.66 ]„9/:,7-, , L .OR N SITE PLAN \ ) \ ._ Al . 0 Al.0 SITE PLAN - BULL MOUNTAIN APARTMENTS (4 2 SCALE: 1"=30'-a' ORIGINAL SHEET SIZE:22-x34' _..... (! -. an. 0 • i �� _� - w w. QUI i ,I JI I� m II 'I u�=: -__1„,,, Imo_ I Q F r fJ W -- �y W. — Hi izii x 0 A r,,,IIYY ,,44 R �' ��L�hQUIy4A)Iv 110111 , . W u (2)TYPE'S'UNITS 12)TYPE'A'UNITS 5�N$ _ tr)o ~ V (2 BEDROOM,2 BATH) (3 BEDROOM,2 BATH) .®' (3)TYPE'C'UNITS (3)TYPE'B'UNITS (3)TYPE'B'UNITS (3)TYPE'C'UNITS u z (2)TYPE'A'UNITS (2)TYPE'S'UNITS (1)61 BALCONY AT LEVEL 3 (1)Al BALCONY AT LEVEL 3 - ~ (3)TYPE'D'UNITS (3)TYPE'C'UNITS (1 BEDROOM,1 BATH) (2 BEDROOM,2 BATH) (2 BEDROOM,2 BATH} (1 BEDROOM,1 BATH) ax 4 13 BEDROOM,2 BATH) (2 BEDROOM,2 BATH) (1)B2 BALCONY AT LEVEL 2 (1)A2 BALCONY AT LEVEL 2 -4•11.1 - 11 BEDROOM,1 BATH) (1 BEDROOM, 1 BATH) (2)C1 BALCONIES AT (2}B1 BALCONIES AT (2)B1 BALCONIES AT (2)Cl BALCONIES AT (1)Al BALCONY AT LEVEL 3 (1)B1 BALCONY AT LEVEL 3 (2)D1 BALCONIES AT (2)C1 BALCONIES AT LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 (1)A2 BALCONY AT LEVEL 2 (1)B2 BALCONY AT LEVEL 2 -- 7 ri_ 4 s. 41011, LEVELS 2&3 LEVELS 2&3 (---,---, : DG. ‘ . \I J \ f i <416 \ f�� - -----1- - - "II :C1::37.°''': / 13S-0„ / 1/(' I AlBUILDING 11336 NOTE:9 GARAGES LOCATED AT GROUND LEVEL I ,��.`�� 42 A1.1 ° S SCALE: 1/16"=1'-0" / I - BLDG. 11368 1 _ 10 , SCALE: 1/16"-l'-0" � • AGc / G4' I 1 ii.X.Iklik ‘',' •-• 0 - �� - _. i �4— Lam, IBJ ,_ ok „� � , ' ... . / .„. •, . ____ , '- I Ili- ,�1/4 3)TYPE'C'UNITS 3)'TYPE'B'UNITS , �� (3)TYPE'S'UNITS n au < ( J I� �G� 4c (2 BEDROOM,2 BATH) (3)TYPE'A'UNITS (3)TYPED'UNITS J1 BEDROOM, 1 BATH) (2 BEDROOM,2 BATH) /J ��, 3 BEDROOM,2 BATH) (1 BEDROOM,1 BATH (2)ClBALCONIES AT (2)BI BALCONIES ATQ� (2)31 BALCONIES AT (3)TYPE'C'UNITS (3)TYPE'B'UNITS (3)TYPE'C UNITS �� LEVELS 2&3 J(2}AlBALCONIES0&13S AT F (2)D1 BALCONIES AT (1 BEDROOM, 1 BATH) LEVELS 2&3 LEVELS 2&3 12 BEDROOM,2 BATH) (1 BEDROOM,I BATH) c (2)TYPE'D'UNITS2 LEVELS 2&3 (2)01 BALCONIES AT (2) (2)Cl BALCONIES AT O 1 ❑ / 11 BEDROOM,1 BATH) CO z B1 BALCONIESAT LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 "� (1)D1 BALCONY - - 1e - .%,,, , i i ' (MIRRORED) I __ -,F AT LEVEL 2 --1 IL. _ _. , , , . BLDG.11460 BLDG 11396 co _ - - - - - - - \ Z cn / // / _ I 133' 0" - 78' 0 . /1/ / 0 A BLDG. 11344 A141 KEY PLAN A1.1 BLDG. 11382 �' 9 SCALE: 1/16"=1' 5 SCALE: 1"=100'-0" 2 SCALE: 1116"=1'-0" LLI1 2'-4") 3'-2 1 I r " �3 -6 5'-8�, 8,_0„ 8' 0:� 5'-6" $'-d" 8'-0" 5'-6" 8`-0" 4`-2" 12'-0" 12'-0" 4'-2" $'-0" 5'-6" 8'-0" 85`-0" _ - ---- . .............._.._....... / / / / / / / / / / / / / / / / / / / / / / I , b .._ _ ! z . ; . .• - ..,•_________412„, _, . ..... _.:. - ...• . ___............._.,..,.. ........._______ .... _. . . • • \ 2 \� "` .......... ......, .., .,. . :. ., . . ... ...... .. .. _. .. : . .i ... . •. 1 i, 0 , : /, :.1, . i .•• •••• ,„, ri_. • ....,.... N i ,,,, ....=r, Fi I =1 _, ,,_ , . , . , . ___I Li 1__, L ,_ ___, i _.i ,..._ . : 7 , . , . , b -....._,__,_, ,,,ta ,.... J ... \ / = ._ , ' ..' . '- -...-.--1. :1-- 14 -1.1r. rt) _.' F ..11 .----ii D- 13)TYPE'C'UNITS (3)TYPE'S'UNITS o (3)TYPE'D'UNITS (3)TYPED'UNITS (3)TYPE'D'UNITS v 71=-1 (3)TYPE'C'UNITS (3)TYPE'B'UNITS _ a (1 BEDROOM, BATH) (1 BEDROOM, 1 BATH) (3)TYPE'B'UNITS (1 BEDROOM, 1 BATH) 13)TYPE'D'UNITS (1 BEDROOM, 1 BATH) (2 BEDROOM,2 BATH) • CO (3)TYPED'UNITS J3)TYPE'C'UNFITS (1 BEDROOM, BATH) 12 BEDROOM,2 BATH) (3)TYPE'S'UNITS {3)-TYPE'C'UNITS M 2 D1 BALCONIES AT 2 D1 BALCONIES (2 BEDROOM,2 BATH) 2 D1 BALCONIES {3}TYPE'C'UNITS (2)Cl BALCONIESA AT 2 B1 BALCONIES AT ( ) ( ) ( ) J1 BEDROOM, 1 BATH) (2)Cl BALCONIES AT (2)B1 BALCONIES AT (3)TYPE'C'UNITS (1 BEDROOM,1 BATH) (1 BEDROOM,1 BATH) ( ) (2 BEDROOM,2 BATH) {1 BEDROOM, 1 BATH) LEVELS 2&3 (MIRRORED) (2)B1 BALCONIES AT (MIRRORED) (2)D1 BALCONIES AT 11 BEDROOM,1 BATH) LEVELS 2&3 LEVELS 2&3 (3)TYPE'S'UNITS (2)D1 BALCONIES AT (2)Cl BALCONIES AT LEVELS 2&3 LEVELS 2&3 (3)81 BALCONIES AT (3)=C1 BALCONIES AT LEVELS 2&3 AT LEVELS 2&3 (2)Cl BALCONIES AT (2 BEDROOM,2 BATH) (1 BEDROOM, 1 BATH) LEVELS 2•&3 LEVELS 2&3 LEVELS 1,2&3 LEVELS 1,2&3 AT LEVELS 2&3 LEVELS 2&3 - OWNER LEVELS 2&3 (2)B1 BALCONIES AT (2)Cl BALCONIES AT `� �� - - LEVELS 2&3 2&3 ANDREWS .. _`.J. ,. • " a (L R 1f _,C__ , 1- _- �_ MANAGEMENT, LLC ( 1 1 5$45 JEAN ROAD \ LAKE OSWEGO, OR _ _ _ L ; , ===(-1-1-16-- z. . N._ / 133'-0" _ 133-o" _ . - 97035 A11 BLDG. 11452 A1.1 BLDG 11424 A1.1 BLDG 11460 /® ISSUE DATES "= 1/16"= `� - -PERMIT 07/02115 1 0 SCALE: 1/16"=1'-0" ., 6 SCALE: 1116 1-0 3 SCALE: 1-0 / / .................................................. • 4'-8" 3'-8" _N .-. _._.............................. • 4'-10" 12 -0" 4'-2' 8'-0" '-2" 12'-0" \ 5 -0" 12 -71/4" ) 8'-0" 15 -7" 13 -4" 1--� _'_ / / / / / / . - . . / / m LI . .... _ .......,.........,....... �� • \ \•.)4 iL� ; � I - 1 STORY CLUBHOUSE I OFFICE • - 1---+, �" - _ I r) - .--1 Zzl- ZD O O II ,' - (2)TYPE'S'UNITS j2J TYPE'A'UNITS M "' (3)TYPE'C'UNITS13)TYPE'B'UNITS (3)TYPE'B'UNITS • �� ---- 13)TYPED'UNITS (3)TYPE'C UNITS (3)TYPE'C'UNITS JOB#: 1501 �� (2)TYPE'B'UNITS 2]TYPE'S'UNITS J2 BEDROOM,2 BATH) (3 BEDROOM,2 BATH) 1 BEDROOM, 1 BATH) J1 BEDROOM, BATH] 11 BEDROOM,1 BATH) (2 BEDROOM,2 BATH) (2 BEDROOM,2 BATH) (1 BEDROOM,1 BATH) • ( (1)B1 BALCONY AT LEVEL 3 (1)Al BALCONY AT LEVEL 3 J (2)Cl BALCONIES AT (2)B1 BALCONIES AT (2)B1 BALCONIES AT (2)Cl BALCONIES AT STATUS : PERMIT 4% 11 l ... .. . •-' (2 BEDROOM,2 BATH) (1}B1 BALCONY AT LEVEL 3 (1)[2B1 BEDROOMBALCONY,AT 2 BATH)LEVEL 3 (1)B2 BALCONY AT LEVEL 2 (1)A2 BALCONY AT LEVEL 2 (2)D1 BALCONIES AT (2)Cl BALCONIES AT LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 LEVELS 2&3 PRINTED (1)B2 BALCONYAT LEVEL 2 (1)B2 BALCONY AT LEVEL 2 / -� - �\ \ r 71612415 3:12,32 AM �'. ---- .. / -- \ �� r / I1 ,---A--. \-; EXISTING BUILDING / 50' 2" 19' 1 314"/ 28 0114 / 8 4" / 12 4 / 133' 0" REFERENCE PLANS zi- x / AT GROUND LEVEL A1 . 1 A1.1 BLDG. 11430 (CLUBHOUSE) a A1.1 BLDG. 11418 NOTE:(9)GARAGESLOCATEDA11 BLDG. 11396 a I I SCALE: 1/16"-1'-0" I SCALE: 1/16"V=1'-0" 4 SCALE: 1116"=1-0" ORIGINAL SHEET SIZE:22"x34" a 1 >_ 0 0 N = t~ ' _- G 0 NEW FIBER CEMENT LAP SIDING ,_;, (_ 7 15 ti_ �A1.� . u o NEW WRB = •. - a z m t., m NW i 1 T"s G-i I o vii u,- . LAP WRB OVER FLASHING f�" s +I- i 4'-4" 3,_0, 2'-6" 4'-0" 3' 0" 2' 6" 0 CONTINUOUS BEAD OF SEALANT I i= x W o \ � \ a EXIST.HEADER II= cr \ r \ \ NI PREFINISHED SHEET METAL HEAD it4 , / o - FLASHING w/WELDED END DAMS TURNED o ca o > E--- ��) . o ,,",.`i' BOTH UP AND DOWN @ EA.END. Agit egt NEW CEDAR FINGER-JOINTED TRIM IP 1 \ \ / aha CONTINUOUS BEAD OF SEALANT OVER 9 \ \ \ — — - - p AJtJ. ` ` MOUNTING FLANGE TO CONCEAL ALL OPENINGS&FASTENERS.SEAL TO WRB. �-` A1.3 � (PER MANUF. INSTRUCTIONS.) — _ _ �� 3 OF 00 SEALANT&BACKER ROD %1 CONTINUOUS BEAD OF SEALANT AT r., ,,,,,,,, -7— ,e- sem -,,,:.,-._,. iI1 O O O O O O BACKSIDE OF MOUNTING FLANGE IL PER MANUF. INSTRUCTIONS. - - 1! - (x259) (x1 44) (x109) (x37) (x12) (x3) 48"W x 60"H 36"W x 60"H 30"W x 60"H 48"W x 48"H 36`W x 48"H 30"W x 60"H NEW REPLACEMENT WINDOWS - —..,q 1 SINGLE HUNG WINDOW SINGLE HUNG WINDOW SINGLE HUNG WINDOW SLIDER WINDOW CASEMENT WINDOW FIXED WINDOW MINIMALLY EXPANDING BEADING SEALANT — 8 - 24 @ BUILDING 11336 20 @ BUILDING 11336 18 @BUILDING 11344 6 @BUILDING 11344 2 @BUILDING 11344 3 @ BUILDING 11430 BACKER ROD&SEALANT A1.3 33 @ BUILDING 11344 16 @BUILDING 11344 18 @BUILDING 11368 6 @BUILDING 11368 2 @BUILDING 11368 (POOL HOUSE) <n 33 @BUILDING 11368 16 @ BUILDING 11368 18 @ BUILDING 11396 3 @ BUILDING 11382 1 @ BUILDING 11382 WRAP SELF ADHERING MEMGRANE 0 21 @ BUILDING 11382 14 @ BUILDING 11382 19 @BUILDING 11430 6 @BUILDING 11396 2 @ BUILDING 11396 6 (SAM)INTO R.O.@HEAD ¢- 33 @ BUILDING 11396 16 @ BUILDING 11396 (POOL HOUSE) 4 @ BUILDING 11424 1 @BUILDING 11424 (f) INTERIOR FINISH&TRIM TO o 20 @BUILDING 11418 22 @ BUILDING 11418 18 @BUILDING 11452 6 @BUILDING 11452 2 @BUILDING 11452 121- MATCH EXIST. • 29 @ BUILDING 11424 8 @ BUILDING 11424 18 @ BUILDING 11460 6 @ BUILDING 11460 2 @ BUILDING 11460 EI IC • 33 @ BUILDING 11452 16 @ BUILDING 11452 (-) 33 @ BUILDING 11460 16 @ BUILDING 11460 CL I ,- < A43 . TYP■ WINDOW HEADER A1.3 TYP. WINDOW ELEVATION A1.3 WINDOW SCHEDULE Q c, 1' u) 1 I SCALE: 3"= -0" 4 SCALE: 314"=1'-0" I SCALE: 114"=1'-0" O •• 1 INTERIOR TRIM TO MATCH EXIST. m SCREEN MOLDING / CaND CONTINUOUS SEALANT NEW REPLACEMENT WINDOW • WI 1 \f/ = WINDOW NOTES WINDOW SCHEDULE LEGEND I-- Kw _ _J _ 1.ALL WINDOWS IN ALL NINE APARTMENT BUILDINGS AND THE POOL HOUSE I OFFICE BLDG.TO BE SG:SAFETY GLASS TO BE USED FOR THE FOLLOWING CONDITIONS(PER 2010 OSSC 2406.4): SEALANT&BACKER ROD �' '�� REPLACED WITH NEW VINYL WINDOWS. �=—;' 1.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL WHICH MEET THE FOLLOWING CONDITIONS: Z DO NOT PLACE SEALANT @ SILL I 2.NEW WINDOWS TO HAVE A MAXIMUM U-FACTOR OF U-0.35. MOUNTING FIN AT WEEP LOCATIONS �� , a.THE EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F.; 2 WRAP SELF-ADHERING MEMBRANE PI: 3.CONTRACTOR TO VERIFY QUANTITY OF ALL WINDOWS PRIOR TO ORDERING NEW WINDOWS. b.THE EXPOSED BOTTOM EDGE IS LESS THAN 18"ABOVE THE ADJACENT FLOOR; INTO SILL,LAP OVER WRB � A 4.CONTRACTOR TO VERIFY DIMENSIONS OF ALL ROUGH OPENINGS BEFORE ORDERING NEW WINDOWS. c-THE EXPOSED TOP EDGE IS GREAT THAN 36"ABOVE THE ADJACENT FLOOR; NEW FINGER-JOINTED CEDAR TRIM • 5.SEAL ALL MITERED CORNERS OF MECHANICALLY JOINED WINDOW FRAMES. - .41 d.THERE ARE ONE OR MORE WALKING SURFACE(S)WITHIN 36 INCHES HORIZONTALLY OF THE SEALANT PER CLADDING INSTRUCTIONS - PLANE OF THE GLAZING. - _ } 6.INSTALL SILL CORNER FLASHING PROVIDED BY WRB MANUFACTURER PRIOR TO INSTALLING SILL SELF- SHIM AS REQ'D m ADHERING MEMBRANE. 2.GLAZING IN WINDOWS WHICH ARE IN THE OFFICE/POOL HOUSE WHERE, NEW CEMENT FIBER LAP SIDING - - • 7.USE ONLY SEALANTS AND SELF-ADHERING MEMBRANES THAT HAVE BEEN TESTED AND APPROVED BY a.THE BOTTOM EDGE OF THE GLAZING ON THE POOL SIDE IS LESS THAN 60"ABOVE THE WALKING SURFACE CO NEW EXTERIOR WRB THE MANUFACTURER TO BE USTED WITH THE WRB. ON THE POOL SIDE OF THE GLAZING;AND 1Et • b.THE GLAZING IS WITHIN 60"HORIZONTALLY OF THE WATER'S EDGE OF THE SWIMMING POOL. �a lm OWNER m . .4.:;: ANDREWS MANAGEMENT, LLC A1.3 ' TYP. WINDOW SILL 5845 JEAN ROAD 8 SCALE 3"=1'0" LAKE OSWEGO, OR97035 INTERIOR TRIM TO MATCH EXIST. ISSUE DATES: WRAP SELF-ADHERING MEMBRANE INTO R.O.@ JAMBS \ PERMIT 07/02115 CONTINUOUS BEAD OF SEALANT AT BACKSIDE OF MOUNTING FLANGE PER MANUF. INSTRUCTIONS. -- Ill\ , • c 4 9 Pi4i f`:::, -- { . Imo.. . ., � NEW EXTERIOR WRB / JOB#: 1501 NEW CEMENT FIBER LAP SIDING STATUS:PERMIT SEALANT NEW FINGER-JOINTED CEDAR TRIM 716!2015 313:52 AM CONTINUOUS BEAD OF SEALANT OVER 112`GAP OPENINGS&FASTENERS @ MOUNTING FLANGE,ADHERE TO SAM WINDOWS LINE OF SILL FLASHING BELOW -- SEALANT&BACKER ROD 3 NEW REPLACEMENT WINDOW - A 1 ■ AlQ.3 TYP WINDOW JAMB ORIGINAL SHEET SIZE:225c34' V SCALE: 3"=1-0" E o CIO N CI z I ' EXIST,POLE ,' LIGHT la • U rn / EXIST.FENCE r Lu FA Lu r •' W v5 ! - G J u p 1 4 �1 t u I _ z a � 4..) z __`____ % a , lSWIMMING POOL � LTJ ' ' 40)Ake, EX. N-1 Q—� HOT C. ria r RYAN AUSTIN \ EXIST. POLE • LIGHT �� NEW WALL SCONCE TO ___ �� PARKING 74 MATCH EXIST.INSTALL ---- -_- 1,� J @SAME HEIGHT AND �_� DIRECTLY OPPOSITE OF 1 ' EXISTING. . /.'� l I ' - 11430 \.'.'/ III LINE OF LANDING ABOVE F o 1_ _ J OFFICE ! POOL HOUSE i � 1 STORY � Il l F -- I XIST.POLE ,' \ IGHT • I illk UP Ex. ,, (1) a II i_ o ,{ � DN / i it i � EXIST.WALL 'ONCES I I 7 e /' w f fl 7 L J ' / O• _ - ----- _ 34D NEW FLOOD LIGHT / NEW POLES NEW POLE ---- LIGHT/ O LIGHT / (I) 2 Hm J { PLAYGROUND �i LIOHT ��o m = C% W POLE / 1 i O LIGHT L 1 - : / NEW POLE ,,.'rs_ Lil / LIGHT O , t L_ J. • • EXIST{NG DRYER VENTS Ali' ENLARGED OFFICE/POOL HOUSE SITE PLAN / ELECTRICAL PLAN 1 SCALE: 1 : 180 6Z w N , a WGF K,..,_____ ____-) a , 2 NEW WEATHER RATED111- GFCI OUTLET @ EA. STAIR LANDING w inaml D CO L OWNER: DWELLING % DWELLING MANAGEMENT, LLC UNIT UNIT 5845 JEAN ROAD LAKE OSWEGO, OR 97035 ISSUE DATES: A1.4 TYPICAL EXTERIOR STAIR PLAN / ELECTRICAL PLAN PERMIT 07102115 2 SCALE: 112"_ -0" JOB#: 1501 STATUS:PERMIT PRINTED: 7/6/2015 3:14:07 AM ELECTRICAL A 1 .4 ORIGINAL SHEET SIZE:22"x34' ti. 49 2 :� NEW Alk NEW © 2 EXIST,BALCONY JOISTS& A3.1 A5.3 . A3.1 A5.3 . A3.1 DECKING TO BE REMOVED G a mcl r o : 36"W x 60"H 36"W x 60"H 36"W x 60"H NI 36"W x 60"H a o ice: SH WINDOW SH WINDOW . Z 7 WINDOW WINDOW 1 1 1 VIII ` !f`P A5.3 ��yM��►,,��M�� I�E4►,,M�• �•�'►� �� I4 � !MI i !i!i!i!�.�i!i�M�1►', ► - mi....1111.ffiii,,w, 0— iii�iiiiw 11 -- ;�—��—�i►.�r l53 I . = ,��. a �'+ 36"x80"BALCONY PLAN LEGEND11 NEW BALCONY JOISTS 1�1 �� EX.36"x80" DOOR � z o — \ SPACED 12"O,C. 11:1 DOOR TO 1 N NEW WALL ..\.\ \\\-, 20 A5.3 , - - - - p 71:31 I I'a \ Ni �._. igh STORAGE EXIST, 20 %�� STORAGE 28"x80"....... EN jfr, G o 144 EXISTING WALL TO REMAIN I i ROOM 28"x80"DOOR , \\',1": '� ROOM DOOR„ _ ti N \!�/� e = z 33 _JFI0 A, 1 D TO REMAIN, 06 - - - - - - WGF=_ 4,10.1 x WGF , . Zo 0 - �► a a VIII:r in N FIR �� A5.3 i_ 10 BELOW SHOWN DASHED � • ® a '► ----- \\\\\\\\\ EXISTING WALL TO REMAIN,REPLACE 1 REPAIR :�I I I I I Li �� 1, �� a -64 r! 111 • FRAM NG&SHEATHING AS REQ D. W �►, , s J� h 'c. ' h• I h ' 1�1 € �11 ,►1 I� J '` , j 1 '1 11� ._ a' ►*:�•'�'�,� cn NEW CORNER �� n��R_ �___�_ _�� -�___R_ _�R_�n_ , — 6' 8114 . . 21-11 1/4" EXISTING WALL TO BE REMOVED SUPPORTS PER STRUCTjr 04 13 J -�J 04 05 N 1'-D" 1' 0" 1'-0" "le. OF OlmA 31 polTRYA.:::77.000.4,,,:c3::), 9 I NP. NEW SUPPORT 1, 31 31 31LI SUPPORT BEAM / 10 NEW BEAM PER STRUCT. I A5.1 I 1 30 f f " � X 4'-0" 4'-0" BEAM BELOW < 04 BELOW SHOWN \ \ 04 SHOWN DASHED A3•1 DASHED 30 /1 A EQ EQ HANDRAIL ABOVE 4 / SHOWN DASHED ¢ EXIST.HALF WALL `O GENERAL NOTES RAILING TO BE REMOVED ` A3.1 1 NI APPROX.9'-7112" 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. A3.1 A2.1 A 2�' (VARIES+1-2") / / 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE:A2) APPROX. 10' 6112" UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON SHEET A1.1 FOR UNIT LOCATIONS: A21 BALCONY TYPE 'Al ' FRAMING I RCP PLAN A21 BALCONY TYPE 'Al ' PROPOSED PLAN A2, 1 BALCONY TYPE 'Al ' EXISTING PLAN (f) o in < TYPE'A'UNITS:3 BEDROOM,2 BATH 3 SCALE: 112"-1'-0" 2 SCALE: 112"-1'-0" I SCALE: 112"= 1`-0" TYPE'B'UNITS:2 BEDROOM,2 BATH TYPE'C'UNITS: 1 BEDROOM,1 BATH 4' 10 3/16" 41-10 3116' - TYPE'D'UNITS: 1 BEDROOM, 1 BATH CL 01-'(9 - n, PANEL'AX WIDTH I PANEL'Ax'WIDTHe<C ¢O SUBTYPE;MINOR VARIATIONS REPRESENTED WITH ANUMBER. •/`- ` �' ` �k ,11,1111 ', ` 10 3116" y 4' 0" ❑� SUBTYPE 1 :TYPICAL BALCONY \� : / �� `` Z zi— U) P / � - `may ` " <,F. 314 SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER fj LINE OF WALL BEYOND GARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. f� jf ,- . ,--' �c�l1 O 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.3,A2.5,A2,6,A2.6,A3.1,A5,1, ' \,q,' F A3.1 coEll , ,.,._ .s...;::,.,„„„,...,,,,..,..,..,..„,,,„.:,...„:„...,:„:„.,,,::,,::.,,,,„,,:imilll'i!i!i!:]ililgilili111111111111ilain. f .--,, ,•4'':'"':1„„H!!!!,E::;',:;::'`.''V„';',e 'Miiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiigiiiiiiiiieligiiiiln-iliNININ • ,'• '' IXAv4z.NstRA e.. - , �,...._ ....;,,,.e,g,,,..,.7r..:„:,,.:„„„.,,.„„„„,„„„„,..,,,.,,N., ,,,i,km.,...:,,,,,,,,, : Nab €: I � '' , n C ) r vklvvvc ' 0 1# It enuw\ max?-> v>,; KEYNOTE SCHEDULES F ', r .. ' ., f A\'04 I kv �„ �,o 1, �/ e # T =� . y -� KEYNOTE DESCRIPTION LU _ _ 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 7 = v1 _= = 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& [ k 'J J. , - _ IMEMmomm SHEATHING AS NEEDED,ADDITIONAL FRAMING&REINFORCING PER STRUCT. r'y "' =-- n ` ; - '�"' 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN yMkt = - 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. '� y `"< nilTN: iiiiii.. = +%Jls`"'tr may" Y:` ',,�,•- X ; _ :mg;i;.!:: 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED y --_ 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED,REPLACEImiiiiiiiiiiiiiimmpopeolvoggin `4 ' - 4,,,r,,:::,', ri,"- • L' il,0!:111:111',;110.---- DAMAGED DOORS w!SIM. DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. x 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA ,. — USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1to �I' 00r!o-J011-,,:.-,-1.::::7:-:::-::::::-::::,:: ::1::::::::" �— �_ 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. '' € �"�/ "* !~^ . 1 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. • ;€ - -- — _ � 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. •10. LEVEL 3 - _ ", DRAWINGS FOR SIZES&CONNECTIONS. � � ,.. 17' _ 6 _ �J: _ 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVEDAe. $� % .. , 1 SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TOliao ;; OWNER FOR SELECTION. ` u _ :::::::) `� 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED r' \ I SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL PireCagIkAl w, �" �~ f - CC) �\ STICKERS&LABELS PRIOR TO INSTALLATION. , ...,,: *Ma'4,44,,,..W WPM k,......lif II FAili.1d4' .' ,:(gaiNililililililiililililililililililiiililiEMMMMMM:4'''''''.',2M gg:INGEW lagi§lagigniMi ag if a 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. y41 , . f` / N 0 CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1",PRECISELY NOTCH ` ars .. � �3 A3.1 1 ANDREWS DECKING AT RAILING POST LOCATIONS. I Z I'- f 4akOWNER: 0 23 NEW 1x EXTERIOR CEDAR TRIM. �' w. 1 • _ >%A ; ;.;:::E:m`,ry , „ • MANAGEMENT, LLC 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. i:i _':-,>;,_, 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w1 PEDESTRIAN ¢ Mx k,,:::• f „ A21 1 5845 JEAN ROAD TRAFFIC SURFACE;PRODUCT;DEC TEC'GUARDIAN',COLOR:PER CLIENT APPROVAL, - - BALCONY TYPE 'All RAILING E L E VAT I O N PROVIDE SAMPLES TO CLIENT - =" "` � ' " ' LAKE OSWEGO, OR t E:€ 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED haig I f3 ` SCALE; 1"=1' 0" 97035 SIM).PANELS TO HAVE 118"x 1 3116"VERTICAL BARS SPACED 2112"O.C.,AND 3mm DIA. megnmilE E`:' : ; ,a * , 4`t N , '' 4'-10 3/16" ; ' '" / _ 4'-103116" - / HORIZONTAL BARS SPACED 5 3116"O.C.; TOP RAIL: 3116"x2.5"STEEL BANDING w/ A, Y ,`„; '"� ;, ��` DOG-EAR BRACKETS PER DRAWINGS BOTTOM RAIL&VERTICAL SIDE BAS / %`R•�Y ”" `� RAILING PANEL'Ax'WIDTH RAILING PANEL'Ax'WIDTH ISSUE DATES: 3116"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT ,_ PERMIT 07102115 BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH • • . ` A3.1 (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES ' >y:w, PRIOR TO GALVANIZING AND POWDEROATING. '' "'' 7- „roi °' :,,,,„,•01.:.:.,:::::‘,.„,' L 31 TYP.BALCONY RAILING POSTS @ A1, B1,Cl &Q1 BALCONIES:0.5"x2.5"x49,25"STEEL -`" k _ POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: � " �` € _ HOT DIPPED GALVANIZED& NDBAS POWDERCOATED(COLOR:BLACK TO MATCH RAILING ,: `J __�_� — ---- PANELS), }siE- �€ ?.iwp,i," , " t. 111 ..r. --- --... -:,..- ' .r.,,,,_ i 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES;0.5"x2.5"x49.25 STEEL , . POST IN/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: f '" a' may; f " J I 1 1 HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING 4> f 1 PANELS), Fk ,r § :11 k :j: � e �, - —=—� - -- cr' NEW PAINTED 33 NEW HOLD-DOWNS PER STRUCT. '' ., `� ,� ...,,A.,.„. ,,:11.0..., �', r _ , � ,_. 41 NEW HARDI PLANK SIDING w17"REVEAL ,= ? gik •1% ,is0I ,, ; CORNER TRIM 1111 42 NEW PAINTED PLYWOOD SOFFIT. PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG ;k.•-,01.-4. I — - `- - 1 �� • ,111 EXTERIOR EDGE. # t , i!0.,:i::::44v i'le)e1;1' 48::: ,--,,,,-" ... .::::::„.:...,:,::!;w,...,.......,:,:g::::::n: li ;..7' NEW UN PAINTED �" - r lip ,P.T.RIM JOIST i••-,.,........ — JOB#: 1501 �y I , i.....„;›,0:4.,......;....: .,F : \ ',,,\ g : 'n 111 „-;: STATUS, • 11 € ' • ....,•_s4,:,` - I 4441 ! PRINTED PERMIT wt • 5: „.,, I { 7!612015 3.27.18 AM » 8' 9„ „ Wei`; f„ �J\\` ,, ,.tom'” ' ,, � NEW FAINTED BASE TRIM \ — { f m Imo:_:I' €, vv N BALCONY PLANS-TYPE Al `cam" '? za iii .,*„...,. .„:.,_,.. „....„ ,,..„...„„:„„,..,..,..,- : ,,, , ,,,-- ,,...„..,.::,:::,„,„,..„....::-. : :,,, -„:„, A21 s ?....., „„,„:,::::.„.. �r A21 BALCONY TYPE 'Al ' ISOMETRIC VIEW A21 BALCONY TYPE 1A2' RAILING ELEVATION ORIGINAL SHEET SIZE:22"x34" 6! SCALE SCALE: 1”=1'-0" (f o 0 N ti O Ql o A3.1 A3.1 r V 0 1 a . z 0 L7 cel / � w , EXIST.2x12, x JOISTS fJ ix.. v. DOUBLE 2x12 DOUBLE 2x12 G a u o =. JOISTS TO REMAIN --- x JOISTS TO REMAIN —` '''5,'" ILI Li --------- EXI .2x12 I u f=:% Q v JOISTS _ 2 ' ) 441e44C•A 4f KYM-_-� _ ><'-' AUSTIN NEW JOIST TO EXIST. g, MAU,MOON" BLOCKING(SHOWN DSAHED) EXIST, 6x8 POST x g EXIST. 6x8 POST of(.0 CONNECTION PER STRUCT. - -- - TO REMAIN j TO REMAIN // N ____, r . � ;� � N - I y- - --- - J - -� " E. = ---- I EXIST.5118"x 12"GL TO REMAIN ,` EXIST.5 1/8"x 15"GL TO REMAIN EXIST.511$"x 12"GL TO REMAIN i EXIST,5118 x 15' GL TO REM IN 1 -- ---� r - I i I I I 41 )' II I II II I \\ I -- '\\ @ I I I , I I I I I I ��_ \ \ '� CUT BACK JOISTS I 1 e BALCONY TO 1 I I I I I I I' I I fi\ I I EXISTING BEAM I i I I . I I I '. I I I I \ II I 11 1I I 1 I 1 \. , 1 1i \`, cC r EXIST.6x12 HDR TO REMAIN `�" �� \` EXIST.5118"x15"GL MDR TO REMAIN EXIST.6x12 HDR TO REMAIN I+ \\ �` EXIST.5118"x15"GL HDR TO REMAIN o . . ,, V . . \A- •.• Ids ,�.. o I 11 I 1I 11 I I { ..�. 1 1 11' -•- SPACEDI2 C7� 1 1 NEW 2x12 JOISTS III I HI I I I I I I ' IF "O.C.,CUT TO j I i 1- PROFILE TO PROVIDE I I ; I I I I I I ICI- SLOPE @ BALCONY I I` I �. I I III € I I I I --- -., _ LL----i /, ._....._........_. _ T ::c �. __ __-J L--_ -_ I I I I I I I I 11 I I I _-- _ ' l il o . , pc------M ' -i i -11 - - - i'' 11 ' ir' '- —le--74 _, Y -1 / }- 7 _I II II II II I II II I III III II II II II I II II 1 111 U) o EXISTING BALCONY& III I I I I I I I I I I I I I 1 111 J JOISTS TO BE REMOVED co 2ND FLOOR WALLS 2ND FLOOR WALLS ABOVE SHOWN DASHED ABOVE SHOWN DASHED0 1 A3.1 <2;://-'\EQ Ng EQ LU A2.2 BALCONY TYPE 'A2' PROPOSED FRAMING PLAN A2.2 BALCONY TYPE 1A2' EXISTING FRAMING PLAN F-- 3 SCALE 112"=1'-0" 1 SCALE: 1r2"=1'-D Z GENERAL NOTES 2 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS, • A /Ek A3.1 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE:A2) NEW A3.1 NEW A5.3 UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) 36"W x 60"H '1 36"W x 60"H i 36"W x 60"H 36"W x 60"H DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON SH WINDOW SH WINDOW WINDOW WINDOW _------ SHEET FOR UNIT LOCATIONS: —s— ► �r-�_-_-_-1 -Mr. li, , 1. 1Ii! . _�� ---'.� , A5.3 WTYPE'A'UNITS:3 BEDROOM,2 BATH 36"x80" TYPE'B'UNITS:2 BEDROOM,2 BATH I`: .4� EX.36"x80" DOOR DOOR TO • TYPE'C'UNITS: 1 BEDROOM,1 BATH I� © 'EMAIN o N TYPE`D'UNITS: 1 BEDROOM,1 BATH OWNER: A5.2 © SUBTYPE :MINOR VARIATIONS REPRESENTED WITH A NUMBER. ANDREWS A5.3 " A5.2 MANAGEMENT, LLC � `- 11 E.:. SUBTYPE 1 :TYPICAL BALCONY 5845 JEAN ROAD - STORAGE ' • • r /�� EXISTING 1 112" SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER GARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. LAKE OSWEGO, OR �� STORAGE 28 x8D CONCRETE TOPPING D N 97035 -x. ROOM EX.28"x80" ��,�% ROOM DOOR SLAB TO BE REMOVED DOOR 25 1I �1� 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.3,A2.5,A2.6,A2.6,A3.1,A5.1, C0� o N A5.2,A5.3,A5.4&A5.5. wWGF=- riiA5.3 WGFC- ,5.3 o ISSUE DATES: x� 06 0 E-1 0--I E-1 0--1 " T S PERMIT 07102115 - Ij CN, 6`-8114" 2'-11114" A5.2 — 31 31 31 / `o J Alk A 30-- - _ HANDRAIL ABOVE \ A3.1 SHOWN DASHED , I_ .--II 2 5 A3.1 APPROX.9'-7112" A2.1 / / (VARIES+1-2") APPROX.10'-6112" JOB#: 1501 STATUS:PERMIT PRINTED: 7/6/2015 3:2844 AM A2.2 BALCONY TYPE 'A2' PROPOSED PLAN A2.2 BALCONY TYPE 'A2' EXISTING PLAN 4 SCALE: 112"=1-0" Z. . SCALE: 1/2'=T-0" BALCONY PLANS-TYPE A2 A212 ORIGINAL SHEET SIZE:22"x34" I 11 I 1 . ,1 II 11 f i II 11 1 I LI I I 11 I I II I 1 E N [LJ EXIST.5 118"x 16112"GL TO REMAIN ® EXIST.5118"x 161!2"GL TO REMAIN r o a az I IU EXIST.5 118"x 12"GL TO REMAIN! EXIST,51/8"x 12"GL TO REMAINo :iv ao m I- �- EXIST.2x12 °s - JOISTS -�� _ D ti �i u a � ,� ig u x z 3 4-1 wz. ce N A3.1/ A3.1„.../' ' ' Ake iiii L k CNI CL = O o U) '''''':\ �'CNEO: ) \' �, OF 00 , il: z �_-- - EXIST.2x12 z �„ N JOISTS N ,M. X W --�`, M X L!J rel II NEL' NI w � ICLW �� S' J O- _. O 0 , 0 OH dF- I'. Elm pco co O © O O NEW JOIST TO EXISTING BLOCKING(SHOWN DASHED)CONNECTION PER STRUCT. — I EXIST. 6x6 POST 1111.1 2 CO � EXIST. 6x8 POST ' TO REMAIN TO REMAIN - ` / CL p 7111.77 II HI N I O EXIST.5118"x 12"GL TO REMAIN 11194 /1 1\1\ EXIST.5 118"x 15"GL TO REMAIN I _ EXIST.5118"x 12"GL TO REMAIN17 It ,'/ EXIST.5 118"x 15"GL TO REMAIN 7 i <C z III , II 1 II II j II ," ,,' Cf) §1- If ' i// II U II 11 II II I II i„' �.„ fl CUT BACK JOISTS @ IW'' . 11 I I I I I I I I 1 I ` I I ' , ' LI BALCONY TO Al • ' / I ” I I I I I I I I I I I ' ' J EXISTING BEAM / ,' E , �/'' m Iii I II II II II II 1 I1 19 11 11 iI 11 II 11 II O EXIST.6x12 HDR TO REMAIN , 4 EXIST.5 118"x15"GL HDR TO REMAIN �`' `,M, • EXIST 5118"x15"GL HDR TO REMAIN "`, ! EXIST.6x12 HDR TO REMAIN k` `� I, I ICD l I I €; I I I I I I I I I I i r NEW 2x12 JOISTS SPACED I E I II II II € Il 11 I I I I II II 12"O.C.,CUT JOISTS TO I i PROFILE TO PROVIDE All I I 1 I I I I I , I I I I I I SLOPE AT BALCONY 1 I II I I I I I I I I I i LLJ -- - -- I iii I I I ; II I I II I 114 I I I -- _�__ I I I II LL- ,I I Il II y- I I I I I I I I. ,t I I ..;,.. , , S a:�. ,,.H a, ,, :;TI FI I r I T / I 11111 II 1 I1 II 1 III 11 11 II VIII 11111 II II II MI 11 [ I II II VIII IuuuuuuuuuuuI 2ND FLOOR WALLS I I I 1 1 I I 11 I I f i I I I I V I I I ABOVE SHOWN DASHED /1/1 I ALF _ JL , - � � - JL - - - _LL _ _ _LL - - _L - - _LJ_ III ' �, _ L L� �J EXISTING BALCONY& II Z ��— I JOISTS TO BE REMOVED `© 2ND FLOOR WALLS dakA `, A3.1 ABOVE SHOWN DASHED - 141F / EQ r / EQ A2.4 I A2.4 1 BALCONY TYPE B2I PROPOSED FRAMING & DEMO PLAN BALCONY TYPE B2I EXISTING FRAMING PLAN 2 SCALE: 1/2"=1'-0" I SCALE: 112'=1'-0" D A A CC) A3.1 A3.1 OWNER: r ANDREWS NEW 36"W x 60"H NEW 36"W x 60"H 36"W x 60"H 36"W x 60"H MANAGEMENT, LLC SH WINDOW SH WINDOW WINDOW WINDOW 5$45 JEAN ROAD r��ll�� ma■ •�In . . . . r ►- - - r - - - �ri f►' . � - � LAKE OSWEGO, OR 11 -114 -4& ''' . m a •a -_-_-.f�(sf(��j�j�Ii:::-j-j-j-j-j-jiil��j`I�j�j- c,,,iGENERAL NOTES • I ._ t � 97035 `�' �I 1//f 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. EXIST.36"x80" ° ,I c) rn I c� m Zo ISSUE DATES: DOOR TO „ -n 2.BALCONY NOMENCLATURE: UNIT TYPE,SUBTYPE(EXAMPLE:A2) REMAINENI , ,-- 2. PERMIT 07/02115 a AlEdi l UNIT TYPE REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) N - DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON _ STING 1 1/2" SHEET A1.1 FOR UNIT LOCATIONS: EXIST.32"x80" STORAGE I STORAGE STORAGE STORAGE \\�• a 25 CONCIRETE TOPPING 32"x80" ��j' w DOOR TO ROOM ROOM ,y ROOM ROOM TYPE A'UNITS 3 BEDROOM,2 BATH \�g� x REMAIN 1 s' SLAB TO BE REMOVED E0 DOOR TYPE'B'UNITS:2 BEDROOM,2 BATH �: � o �' • TYPE'C'UNITS: 1 BEDROOM, 1 BATH ! .NI w /// TYPED'UNITS: 1 BEDROOM, 1 BATH lh O co 06 ►� o SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A NUMBER. ��►�� Or-.:--L1. 111 _ ZN \ SUBTYPE 1 :TYPICAL BALCONY •C'�•,,`f�� .I pr I ---;� � - i I \ \ SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER L GARAGES,ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. ,1`r 1 '/ `= 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.3,A2.5,A2.6,A2.6,A3.1,A5.1, 31 31 '13 3'-1" 8'-8112"31 / / co<- / A5.2,A5.3,A5 4&A5.5. 30 \ HANDRAIL ABOVE SHOWN DASHED 1 JOB#: 1501 A `© 4 STATUS:PERMIT A3.1 ` A3.1 PRINTED: NI 716/2015 3:30:55 AM APPROX. 11'-9112" .. / - (VARIES+l-2") BALCONY PLANS-TYPE B2 APPROX. 12'-8112" r A214 A2.4 BALCONY TYPE 'B2' PROPOSED PLAN A2.4 BALCONY TYPE 'B2' EXISTING PLAN 4 SCALE: 1/2"=1'-0" V SCALE: 112"=1'-0" ORIGINAL SHEET SIZE 22"x34" G 7 7\ A3.1 / h 2'-6" 5" / / 2'-6" t cc A3.1 ` r��1 r O 'NI NI a- 9 7.. a NEW NEW :1 30"W x 60"H 30"W x 60"H . G 15 SH WINDOW SH WINDOW I u a NEW BALCONY JOISTS • AVIIIIMIEW61..../MEIFINAM — SPACED 12"O,C, / E__ s1___. EXIST,36"x80" ��j''- - �a " ' _ 36"x80" , N , „ 7 ! DOOR TO �� I DOOR % u, . 9 RMAIN - — -41 /J41 - ............. -- _ � yr f i i y • I m ' -. I RAGE . . . . - - - — — STORAGE 9 u , , y � ..... _ 20/ " = I __ ��y 28 x$0 .r% m `.._ 'n ........ --- DOOR.... a v 5� ' =WGF 10 BELOW SHOWN LDASHED DOOR g ` ....W.-.._. ....FT' , • c I �W , , 1 111. Ea 064 ARCOTPD ,ax r —� 1. 1 ii I ( Q E-1 �� E WAN 11 jillIllIllIllr 1L-4-1,_ -4' eAkteatiAl _ . _i AN.Iwo-- -...* 1'-;, / b0 / 10h1 /" I �; /10 TY / 31 13 31 31 N NEW BEAM PER STRUCT. 4` 0” 4' 0" ! 04 A5.1 / - A A5 1 30 04 EXIST.36' TALL / EQ EQ / \ WALL&RAILING A Allk APPROX. 9'-2" 1 2'-6 3/4" /4 A3 1 A3.1 / .1Ng (VARIES+1-2") U.) 6 i- A2.5 BALCONY TYPE 'Ci FRAMING I RCP PLAN A25 BALCONY TYPE 'Cl ' - PROPOSED A2.51 BALCONY TYPE 'Cl ' EXISTING I- U SCALE: 1/2"=1'-0" K. SCALE: 1/2"=1'-0" 1 SCALE: 112"=1-0" CL < c9 z Q 1_ Z CO 4'-7114" 4'-7114" O f , / RAILING PANEL WIDTH RAILING PANEL WIDTH J BALCONY PLAN LEGEND GENERAL NOTES / 71'4 / 1 7 kl3D 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. 10 A3.1 A5.1 A5.1 A5.1 NEW WALLNI 0 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE :A2) �■ UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) -- ----- — I WI DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON I I \ • EXISTING WALL TO REMAIN SHEET A1.1 FOR UNIT LOCATIONS: I � TYPE'A'UNITS:3 BEDROOM,2 BATH 1 = TYPE'B'UNITS:2 BEDROOM,2 BATH K.,__ � EXISTING WALL TO REMAIN,REPLACE 1 REPAIR TYPE`C'UNITS:1 BEDROOM,1 BATH = - _ _ - • . - t '��\\\ FRAMING&SHEATHING AS REQ'D. TYPE'D'UNITS:1 BEDROOM,1 BATH SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A NUMBER, _ I — - Z EXISTING WALL TO BE REMOVED SUBTYPE 1 :TYPICAL BALCONY - SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER = - GARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. zgr 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2,3,A2.5,A2.6,A2.6,A3.1,A5.1, — A5.2,A5.3,A5.4&A5.5. rnil — ., — KEYNOTE SCHEDULE 17 (�� 11 KEYNOTE DESCRIPTION _ _ �A� �_ - — LEVEL 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. _ F - i 4 I — 1— — � �— — - ' - 911 -Ir CO 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN,REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. 0 = �.._.) o 0 0 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN __________ OWNER: - 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. o o f I ( , ( $ 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED ANDREWS 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. MANAGEMENT, LLC 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 5845 JEAN ROAD 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. LAKE OSWEGO, OR 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. 7 97035 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE,SEE STRUCT.DRAWINGS FOR SIZES&CONNECTIONS. 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. ISSUE DATES: 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO INSTALLATION. PERMIT 07/02115 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE.CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1 PRECISELY NOTCH DECKING AT RAILING POST LOCATIONS. A2.5 BALCONY TYPE 'C 1 ' RAILING E L EVAT I 0 N 23 NEW lx EXTERIOR CEDAR TRIM. 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. SCALE: 1"=1'-0" 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE wl PEDESTRIAN TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL,PROVIDE SAMPLES TO CLIENT 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 118"x 1 3/16"VERTICAL BARS SPACED 2 1/2"O.C.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 3/16"0.0; TOP RAIL: 3116"x2.5"STEEL BANDING w/DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS:3116"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL POST w1 ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED& POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0.5"x2.5"x4925"STEEL POST wl ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED& POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). 33 NEW HOLD-DOWNS PER STRUCT. 41 NEW HARDI PLANK SIDING w17"REVEAL 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. JOB#: 1501 STATUS:PERMIT PRINTED: 7/6/2015 3:45:11 AM BALCONY PLANS-TYPE Cl A2 . 5 ORIGINAL SHEET SIZE:22'x34' glr , E a 010 1 . N 6 6� L ce A3.1 1'-0" 4'-0" 1'-2" Cr- -1 0 . A3.1 / / / / z NEW 48"x60" 48"x60" e cc ._ SH WINDOW SH WINDOW _I a CANTILEVERING BALCONY JOIST(PER ( - I►i ► +i1 c �� STRUCT)TO SUPPORT RIM JOIST `/,\;\\f�� ,hi_-_ ��N�1�I� �� X1101 36 80 ■' 02 rn6 - , M /� EXIST.36"x80" -- X11 DOOR00 �� ~ 10 y j c DOORTO EXIST.DOOR TO -1' 28"x80 JJ w v, NEW BEAM PER STRUCT. ` DOOR r - ----- -- - --- -- REMAIN = , - =, In b . ----- 20-- ` ��,� } STORAGE __._____..9 im u .. . --- - ------- STORAGE j ,.. . �� 06 ROOM EXISTING BALCONY x ROOM E ell./ r * - - ► ECKING&E REP JOISTS o - , a cr J �� i�; c \ 0 B LACE �/� cc IN il • a I I ( A r 10 BELOW SHOWN DASHED I iL I o o ``,. . . . 1 Orb, -11 u? I I A2.6 8 --,• N N , A A ¢ 1 \ SINGLE 2x10 )/ 11,., ... ...._ 4 4 _ ., .. _ 17,11-- P.T.RIM JOIST } " I I " I " ; , i 45743MI ' 1 -0L. 1 -0' 1 -0 1 -0 ` 31 APPROX,9' 0112" " � 2x8 BLOCKING / y:1_ 31 TYP. •CANTILEVERING 2x10 P.T.RIM JOIST OF Ov-Si` 1 4'-0" 4'-0" 30 30 04 1 y / / HANDRAIL ABOVE (VARIES+1-2") X / I SHOWN DASHED [__71 f_ 7 7 6 6 2'6 1 f 4 A3.1 1A2.6 ` A3.1 A2.6 BALCONY TYPE 'D1 ' FRAMING 1 RCP PLAN A26 BALCONY TYPE 'DI ' PROPOSED A2.6 BALCONY TYPE 'DI ' EXISTING ) C` 13 SCALE: 1/2"=1'-0' 12 SCALE: 112"=1'-0" 11 SCALE: 1/2"=1'-0" 11 .11 IY N CL 0 O 1Y z Q GENERAL NOTES KEYNOTE SCHEDULE Cip i 2'-35116" 1'-05116"RAILING 4'-03116" 4' 711116" i 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. / / / / / J KEYNOTE DESCRIPTION RAILING PANEL'DZ LENGTH PANEL'Of WIDTH RAILING'Dy'PANEL WIDTH RAILING'dx'PANEL WIDTH 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE:A2) 01 EXISTING EXTERIOR WALLS TO REMAIN,CLADDING&WRB TO BE REPLACED. m 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& SIM. 1 D Sim 6 11 Sim = c) UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER,THERE ARE 4 ( ) SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. . l' 2 A5.1 A5.1 A5.1 DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN ��5 A3.1 SHEET A1.1 FOR UNIT LOCATIONS: 1 A5.1 I 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. . - - - TYPE 'A'UNITS:3 BEDROOM,2 BATH 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED �. 1 I TYPE'B'UNITS:2 BEDROOM,2 BATH 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE •/ ,I \ I_ _- �. , . Lil TYPED'UNITS:1 BEDROOM,1 BATH TYPE'C'UNITS:1 BEDROOM,1 BATH DAMAGED DOORS wI SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. • I -_ ' J - ill I I I :-; 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE TREATMENT;AWPA . 1 r -�- --_- ' USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 I 1 -- SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A NUMBER. 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O,C.U.O.N. . IT �� ' CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. •> '_� .. 1 ' S i SUBTYPE 1 :TYPICAL BALCONY 12 NEW 2x12 JOISTS, 41 __ -- SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. .. iiii - - �J Fimml GARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. DRAWINGS FOR SIZES&CONNECTIONS. I 1 1111 I�' 11,1111111111 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED •. ! 1 'L'SHAPED CORNER - --- z 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.3,A2.5,A2.6,A2.6,A3.1,AS.i, SIM wl CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO . % RAILING PANEL TYPE'Dz' A5.2,A5.3,A5.4&A5,5. OWNER FOR SELECTION, / °° 111 i�...rill E 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED • "' 1 SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL . 1 ` 11 4g III STICKERS&LABELS PRIOR TO INSTALLATION, / 1 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. I 2, CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH . 4II11 DECKING AT RAILING POST LOCATIONS. .. I - , •- -- - - 1 23 NEW lx EXTERIOR CEDAR TRIM. / .5 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. __ II111111111111Mill D • ' MEMBRANE w PEDESTRIAN 1 •° 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF E 1 S �w�5 BALCONY PLAN LEGEND TRAFFIC SURFACE; PRODUCT:DEC-TEC'GUARDIAN.;COLOR:PERCLIENTAPPROVAL, i► _- _ _ LEVEL 2Is, _ _ PROVIDE SAMPLES TO CLIENT "�-S�1 n n 9 _ 1_ .__ i- - - - • f - .,, CO 30 CODA ARCHITECTURAL"OPUS 50'STEEL GRATING RAILING PANELS(OR APPROVED r (LEVEL 3 SIM.) SIM).PANELS TO HAVE 118"x 1 3/16"VERTICAL BARS SPACED 2 1/2"O.C.,AND 3mm DIA. /� II o o ` ' o o OWNER: NEW WALL HORIZONTAL BARS SPACED 5 3/16"0.C.; TOP RAIL: 3116"x2.5"STEEL BANDING w! i DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: y Il o o o `� o co = = ANDREWS 3/16"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT a I _ BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH - - -- -- MANAGEMENT; LLC EXISTING WALL TO REMAIN WI (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES ��ii - 5$45 JEAN ROAD PRIOR TO GALVANIZING AND POWDEROATING. 11 -- NEW 2x10 RIM JOIST LAKE OSWEGO, OR 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL • �' I ( 2 97035 POST w1ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: .• ` ` A5.1 _______-___---- - EXISTING WALL TO REMAIN,REPLACE 1 REPAIR HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING FRAMING&SHEATHING AS REO'D, NEW BALCONY SUPPORT <6TD ISSUE DATES: PANELS). BEAM BEYOND 32 2nd LEVEL BALCONY RAILING PASTS @ A2&B2 BALCONIES:D.5"x2.5"x49.25"STEELBALC0NY TYPE 'D1 ' RAILING PERMIT 07!02!15 POST wl ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH EXISTING WALL TO BE REMOVED HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). 33 NEW HOLD-DOWNS PER STRUCT. - 41 NEW HARDI PLANK SIDING w/7"REVEAL 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. A2.6 SIDE ELEVATION A%.6 BALCONY TYPE 'Di ' RAILING FRONT ELEVATION 8 SCALE 1"=1'-0" 1 SCALE: 1"=1'-0" JOB#: 1501 STATUS:PERMIT PRINTED: 7/612015 3:31:54 AM BALCONY PLANS-TYPE Dl A2 . 6 ORIGINAL SHEET SIZE:22"x34" E u . c 1` o Qi �. 6 0 ,7 o d .i' n z a ' U t) 0 KEYNOTE SCHEDULE �" ■■■■'`--ll.. a-ll.. I Jl I 1 f 1 .1--- ..._.--_ _ _ - drggirM.im /.7- KEYNOTE DESCRIPTION i" w N 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. ' 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& 1111\ w o SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. •1 liaAtatte iiL1IUIh,� IITIi,A ,,4,1IIIL ,03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN ' k ." •SS. —`--. '`: ':0 ' " ' ' " ' " ' u 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. -' .- 0 1.11 11 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED42 _ is- , '6 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE i 1 ' ' MIIIIIM =" ,' = / ' DAMAGED DOORS wl SIM.DOOR PANEL,REUSE DOOR HARDWARE WHERE POSSIBLE. / , 10 NEW BALCONY P,T,BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA // // �•• USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 11 i ! i ,� 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"0.C.U.O.N. �\ o ` \\ = '\\ �" .�� 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 92 O.C.U.O.N. z • _ •/ • 13 NEW P,T,POST PER STRUCT,TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. J `- \ r �.-- I ` �. ' a _ - Al BALCONY . ._ DRAWINGS FOR SIZES&CONNECTIONS. m • _ -- ,:0 O� �' ` �' I � • 4 °O - 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED LEVEL 3 LI LEVEL 3 _ I LEVEL 3 SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO 17' - 6" IF't 17' - 6" S •" 17' - 6" i 4 OWNER FOR SELECTION. \ Ni 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED ..".::�/ � 1 SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL j• I - It II .- STICKERS&LABELS PRIOR TO INSTALLATION. 21 a j ,/ I ,/ �I 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. 31 A5.2 I I // CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH I i I / 11 DECKING AT RAILING POST LOCATIONS. 30 i r/ �1 - _ — - I // ='MININ ,` 23 NEW 1x EXTERIOR CEDAR TRIM. .- E - I �' 1 ::,� t 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. j 25 'PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN o _ A2 BALCONY - ■ N I N TRAFFIC SURFACE;PRODUCT:DEC TEC GUARDIAN';COLOR;PER CLIENT APPROVAL, a :� ■ :- �- O PROVIDE SAMPLES TO CLIENT m �� SLOPE 1!4 .92 tise = LEVEL 2 LEVEL 2 < y --- ;H LEVEL 2 .- (f) c3 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED ) "— �- — , - SIM).PANELS TO HAVE 118"x 1 3116"VERTICAL BARS SPACED 2112"O.C.,AND 3mm DIA. 8 g ; �� 8 g• , ��♦♦♦♦ 1111___♦�♦�♦�♦•�� 8' - g„ I�♦ '�� , �♦♦♦�♦�♦ ��♦♦♦�,�/�� Enam < HORIZONTAL BARS SPACED 5 3116"O.C.; TOP RAIL: 3116"x2.5"STEEL BANDING wl \ • s >r I�I I�I DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: 10iii u ' L 1 a 3116"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT al <,‹ c BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH 11 , �® ` ' O (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES I . �/ ` N PRIOR TO GALVANIZING AND POWDEROATING. EXIST.PRIVACY -- - NEW FLOOR JOISTS /` < 31 TYP.BALCONY RAILING POSTS @ A1,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL FENCES TO REMAIN p / }} POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH; til ,'PER STRUCT. // HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING EXIST.CONC.PATIO .1 < O PANELS). TO REMAIN i \ 32 2nd LEVEL BALCONY RAILING POSTS A2&B2 BALCONIES:0,5"x2.5"x49.25"STEEL .� F-- , @ LEVEL 1 - ' :0,4 LEVEL 1 J LEVEL 1 co co POST w!ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: BASEMENT I' • HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING (BASEMENT)- - ' I :i.e {BASEMENT) - ,' (BASEMENT) _ �, ,` PANELS). I , ::.:n�mom . O - O `_ 33 NEW HOLD-DOWNS PER STRUCT. 1 71 1 111 _ . _ d, 0 41 NEW HARDI PLANK SIDING w17"REVEAL �' -- 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. = U] II I I , I I I I I I I I I I I i_ A3.1 1 A3.1 'Al ' A31 'Al ' I SECTION @ PROPOSED 'CI ' BALCONIES 1 SECTION THROUGH PROPOSED BALCONIES & 1A2' SECTION THROUGH EXISTING BALCONIES & A2I A4:1 SCALE', 114 =1-0 I SCALE: 914 -1 0Elm° - I SCALE: 114"=1'-0" - __-.- A - Z 2 ;... i„.._,_........... _,,... „. . iv . ,,_„__- i4i,. ilk's iii? d I I g i ,-- lb\ m....1 a: tt•tt. Illttt��Ilttt IIMPAPIPS:-..9-- . . D42 - r•i r.z ti. 03 8. • __•••••••_____ ii--- ---A M • . —1 • il • , e ' I3 11. MIMI II Ir ° ■ ■ OWNER: ■ Hui o _ ! ii Illlltl , 0 m • MANAGEMENTLLC LVEL 3 1111111 : LEVEL 3 .I B1 BALCONY j • 5845 JEAN ROAD m i 17 - 6" + �� \ 11 • • �.-♦ ' '.� —C i' LAKE OSWEGO, OR LEVEL3 ,ILOl:,minnLEVEL 3 I II• 97035 2'-0" s' o" 21 17' - 6" N 'Ptd 1- 17' - 6" �s .. kik-_ _ ISSUE DATES: 21 I 31 I_ ...... . ::: �� .1� ■• ■• - PERMIT 07102/15 30 — 30 • 4 I ■ �� •F 1 I�\ ... I ■ Mk I a Mr 11 . I A5.1 • 11 ' ..... s m ®.. :I LEVEL 2 — 1 i1 LEVEL 2 ' I „ ,11 .I s� , „ J_ -m v_ .. !. B2 BALCONY i ILI 1 114": 12' ■�: �, LEVEL 2 sLOPE ■ 11 _ _ �, LEVEL 2 _ AAA �... 10 Z ,, 8' - 9„ I ♦♦♦ ♦ 1'♦♦ I ♦♦♦♦♦♦♦♦ 10 ----BALCONY } ,+ V EXIST.PRIVACY FIRST FLOOR BALCONIES �. 1 9 �� ' FENCES TO REMAIN ONLY OCCUR AT THE , '' EASTERN TWO UNITS OF BUILDING 11452(ADJACENT _ NEW FLOOR JOISTS EXIST,CONC,PATIO , ! UNIT IS OF TYPE'Cl) I TO RE�111�� • LEVEL 1 = / PER STRUCT. / JOB#: 1501 Agx (BASEMENT) 3 . (BASEMENT) Y.. _ STATUS:PERMIT IIJ O O -1 ... _ O O PRINTED I LEVEL 1 LEVEL 1 I l I"I 'I"°°""r l"I' 10 (BASEMENT) {BASEMENT) • 716/2015 3:32.23 AM , � f I 1—MLI — . I � o' - o" , I 111 1 I I , I1 1 17 _ I I , I ii I II I tI , I-I I- �11 - --- = —' ''.-1. --------------7 " - BALCONY SECTIONS 1 I ! I 1 1 1 ! 1 , i ., ;ei , i I I 1 A3.1 I I A3.1 A3.9 I I 1 1 A3.1 1 1 I 1 A3 . 1 SECTION @ PROPOSED D1 BALCONIES BLDG. 11452 EAST SIDE BALCONIES SECTION THROUGH PROPOSED BALCONIES B1 & 62 SECTION THROUGH EXISTING BALCONIES 31 & B2 kJ SCALE: 1/4"=1'-0" 5 SCALE: 1/4"=1'-0" 3 SCALE: 114"=1'0" 4 SCALE. 114"=1'-0" ORIGINAL SHEET SIZE:22"x34" 3021 5/4x6 HANDRAIL N Q0 0 NM � r J a NEW DECKING 20,NEW DECKING ABOVE # 17 ' / @ A5.1 ce MIDDLE POST LINE OF CORNER BEYOND , . v 01 ti o cc G- --- r 0 . z NEW 3/4"PLYWOOD DECKING Q �� F PER STRUCT. r - - — - - - - - - - - - (---1-3--,, g \ 32o Y. 25 ~:15.21 30 30 : 1 w o LEVEL 2 - LEVEL 2 _ f _ i�� f 6"MIN. --i M 90 .41111 - W CI 32 7/ / b--,. 12 NEW CANTILEVERING 15.2 - 112"x2 P.T.FURRING,NOTCH I -� - C =z- W o BALCONY JOISTS 1- D @ POST BASE FLANGES K OPE 114":12" 24 w12112"MIN,VERTICAL ... �.�,:�:.�r,��;r :�: �� _ LEVEL 2 - - - - - -_... —. u Z SL ,�".,..,�.....;....z• .:T::.,..��„.,,. .msµ• .�•.�, N LEG WITH DRIP EDGE I' T z T T _ ---� a v 1 24 - - r t Ir I r 8' 9" `�` 'fir. 'w. `�'--- - �t 1 Ir rl 1 1 " . I J t !L 1 1 ! 1 O ) r r i 1 ‘ ii 1 7 w\ l 1 [ I 11 {--I 1 1 ; #0 Ake 4 LN— — — _11 _ -_—_- I'i' :_ o -- --- rt rr - fT� 1 , I - =., lr rr i f `r 7 l r C r 7 . l r \ I ` I I r *A:A ti IE o o DRIP EDGE t r Y l r YY l 1 A52 0 o r r r / ►�� Fr A I �,, rr 1 n , ,-) r t 42 0 0 o O NEW BALCONY JOISTS 111 Irl r1 rl /1r r J -- _r _-_ IjW� l -------- - - BEYOND RIM JOIST r r - _ r 1 - t ( .. _ \ — T - -- - ilk i . lam O O SHOWN DASHED - rl rt i 1 r I rF I \r i. fj> #5743 O O I tI II t1 N r l = L___a ,_____I t ___; EXIST.GARAGE DOOR `', \I I HEADER TO REMAIN -- DTT2Z HOLD DOWNS PER STRUCT N DTT2Z HOLD DOWN S;(2)ON EA. SIDE;ALL EXPOSED WASHERS& NEW GYP.BD.SOFFIT "—"-"'—"-"'—"- BOLTS TO BE FINISHED TO °`' EXIST.SUPPORT BEAM TO REMAIN z MATCH RAILINGS&POSTS g NEW BALCONY JOISTS CUT TO PROFILE \ 2x10 P.T.RIM JOIST 2x10 RIM JOIST 3112 1 112 / / /> /-/ LENGTH PER PLANS c_ CONTINUOUS PAINTED GALVAINIZED _.., SLOPE 114": 12" METAL SOFFIT VENT w/INSECT SCREEN -I- / o Cfl) O co 42 co CD Fil ¢ C7 NEW CANTILEVERING BALCONY JOIST PROFILE EXISTING BLOCKING a. i A5.2 SECTION DETAIL @ RAILING POST BASE ATTACHMENT 152 ELEV.DETAIL @ RAILING POST BASE ATTACHMENT 152 CROSS SECTION A2 & B2 BALCONIES < r=, SCALE: 3"=1'-0" 4 SCALE: 3" =1'-0" I SCALE: 314"-1'-0" Cf) z 0 fKJ = cp cp 6, 0. 0 . r�r� 30 - PLANE DOWN OUTSIDE EDGE OF �\��, ..----------------1--- W' = PLYWOOD SHEATHING @ 0 FLASHING TO ENSURE FLAT AND a FLUSH SURFACE @DRIP EDGE. a, K FOIL TAPE PER MANUF. INSTRUCTIONS __ 72 25 HEAT WELD TO FLASHING �� PER MANUF. INSTRUCTIONS -/ _ DEC-FLASH,TO BE HEAT WELDED TO MEMBRANE PER MANUF. HIGH-TEMP SELF ADHERING ,- SPECIFICATIONS • MEMBRANE w/MIN.8'HORIZONTAL �'�-��`` A�t.51 LEG @ MIN.2"VERTICAL LEG. DO 1 ., 1 ) V G NOT EXTEND MEMBRANE BELOW ��-� r \N \ BOTTOM OF FLASHING.MEMBRANE �` �_�/ KEYNOTE SCHEDULE ,\C.3<\ NOT TO BE EXPOSED. O�(zp ' KEYNOTE DESCRIPTION °° // /f // 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& ' �� SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT, `�,`� \ , DEC-TEC FLASHING HEAT WELD TO — a, ` ,,r�4;; ,' .: 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN . ` 'iCO VINYL WATERPROOFING MEMBRANE �. 1 ��„��= �~ `� -'�.�;' 112'x2 P.T, FURRING 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. ' ; 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED `\ `,\ , OWNER CONTINUOUS SEALANT I 1 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE ,, ` DAMAGED DOORS wl SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. \ `\ ANDREWS HEMMED DRIP EDGE OF FLASHING - r 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA 25 DEC-TEC MEMBRANE \ �\�� ;' . ; MANAGEMENT, LLC USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 t \ �\�`�' 5845 JEAN ROAD 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. ~� . � LAKE OSWEGO, OR 32 RAILING SUPPORT POST 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. �'��' ' J_ 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. 97035 �'- �� 2x10 RIM JOIST DRAWINGS FOR SIZES&CONNECTIONS. ` ` 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED .., ",�'`�, .� , . � _ ]SSUE DATES: SIM)wl CONCEALED FASTENERS.COLOR&TEXTURE F.B.D.;PROVIDE OPTIONS TO • • - OWNER FOR SELECTION. PERMIT 07102/15 A5.2 BALCONY DRIP EDGE DETAIL 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED 8 SCALE: 6'=1'-0" SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL 15.2DOOR S 1 L L PAN FLASHING STICKERS&LABELS PRIOR TO INSTALLATION. 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. 2 SCALE: 3"=1'-0" CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1'.PRECISELY NOTCH DECKING AT RAILING POST LOCATIONS. I my 23 NEW lx EXTERIOR CEDAR TRIM. NEW WRB @WALL 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 1111 , 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE wI PEDESTRIAN • 41 TRAFFIC SURFACE;PRODUCT: DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL, 2 3N�'L\ PROVIDE SAMPLES TO CLIENT ��?' f j=Z: 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED EXTEND VINYL DECK rI to ,. SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 1/2"O.C.,AND 3mm DIA.MEMBRANE UP WALLS ICC HORIZONTAL BARS SPACED 5 3116"O.C.; TOP RAIL: 3116"x2.5"STEEL BANDING wl 1•�MIN.6"ALL SIDES 1=: DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: 1„I I � 3116"x1.25"STEEL BANDING wI DOG EAR BRACKETS OR FULL HEIGHT ATTACHMENT WRAP FLASHING1=S BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH igl LEVEL 2 _ 1C (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES AROUND CORNER $' - 9" �� 1 � g PRIOR TO GALVANIZING AND POWDEROATING. in1111‘ 2 J4B#: 1501 1- I+:� � �� 31 TYP.BALCONY RAILING POSTS @ A1,B1,C1 &D1 BALCONIES:0.5"x2.5"x49.25"STEEL STATUS:PERMIT `,i 14$= POST wl ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH:N /dig HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING PRINTED: -ac-ai _.__ e, . PANELS). 7612D153:34:18ANi32 2nd LEVEL BALCONY RAILING POSTS @ A2&82 BALCONIES:0.5"x2,5"x49.25"STEEL PROVIDE CONTINUOUS POST wl ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISHCANT STRIP HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILINGI / PANELS). DEC TEC SADDLE FLASHING. STEEL RAILING DETAILS 33NEW HOLD-DOWNS PER STRUCT. - _ INSTALL PER MANUFACTURER'S 41 NEW HARDI PLANK SIDING w17"REVEAL SPECIFICATIONS 42 NEW PAINTED PLYWOOD SOFFIT. PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG A5 .2 EXTERIOR EDGE. A52 TYP. VINYL MEMBRANE TO WALL DETAIL Af15 t CORNER SADDLE FLASHING SCALE: 3"-1'-0" _ SCALE: 3"-1 0 ORIGINAL SHEET SIZE:22"x34" 1 E 61 4 0 • N ,� O 6) • Q I ii 6 l>] a. Q Il6 • ::= Iii i 9 Q ii Z EXISTING BALCONY DOOR r_= r�CC G •BEDDING SEALANT DOOR THRESHOLD a — — 41 •• = 41 1 gTh. 1 i o VINYL DOOR SWEEPzi 24 = M DOOR THRESHOLD PAINTED GALVANIZEDI PAINTED GALVANIZED i— SHEET METAL FLASHING 1" = SHEET METAL FLASHING `\\ "' e FLOOR_ - — z I!, FLOOR — i� FLOOR_ - _ - FLOOR_ .4 a .� —CV Lii zo LEVEL / I LEVEL = _._-..,m-; •. .::- :_. LEVEL 20 N - LEVEL N - .. 1- D :igk� � �g��• 5!8" 4- ._-.9 r-� � , _ � 2; —_ ===- . h Aid i IX r4 24 ;; rm = 24 ,�:;�. •. __L= . _ 20 /Ips 41i' NEW COMPOSITE DECKING I t •:,=4,14 ~ EXISTING STORAGE �: _ EXISTING STORAGE =ROOMJOISTS A = 1= FASTENERSRSTCT. 1 •. NEWHDGJOIST =x FASTENERSPERSTRUCT. :� 41Pif �= BLACK NYLON SPACERS t HA:::::T CK NYLON SPACERS BLACK NYLON SPACERS EMBEDED 1,t EMBa kl NE = %% PER STRUCT. f r __ a� �- - t‘t Ing __ NEW DECK JOIST II. iii ii -,- ,,,, ..... \ ,._ :w : - _ �_= _, :a. ' � SOF 00 SELF-ADHERING _ 4110 k SELF-ADHERING MEMBRANE MEMBRANE BEHIND ,L I w= 1 — SELF-ADHERING MEMBRANE 4/ I rA 1 11 Il_ r BEHIND FLASHING,LAP FLASHING,LAP I- Z. = OVER WRB BELOW 412-. BEHIND FLASHING,LAP OVER ,.�� OVER WRB BELOW _ . WRB BELOW Ef: - "= PAINTED GALVANIZED SHEET - i y 411111111111111111111111111111" .. 24 i I E o 0 O 1 ` N C r" o fS G a O 0 e z RAILING POST SCHEDULEce U a J- a. KEYNOTE #OF QUANTITY 3" 112 3" 3" 112" 3" �� — NUMBER LEVEL FINISH COLOR LOCATIONS BALCONIES PER BALCONY TOTALS -. 31/2" 21/2" 2112" 21/2" a g / / 112"x 1"SLOTTED / / y y 1/2"x 1"SLOTTED / / / 4 rn 31 2&3 GALVANIZED&POWDER COATED BLACK Al BALCONIES 5 3 '-`,1- HOLE @ EA TAB TYP. 'v HOLE @ EA.TAB TYP. a - 31 1,2&3 1 " " B1 BALCONIES 30 4 Lu J Ln \ i • Ln 31 2&3 * " Cl BALCONIES 31 3 \ ___ `=_ _"Il _ _ \ _='\Li \�� _ _ 31 1,2&3 " D1 BALCONIES 17 4 296 NN, A. - N\ \- G 32 2 " " A2 BALCONIES 3 3 N ~ z 21(2"x 3112"STEEL w 21/2"x 21/2"STEEL W = 3 R GRATING 32 2 * " B2 BALCONIES 5 4 29 PANEL ATTACHMENT 1 718" / 518„ TAB FOR GRATING 17/8"J 5/8" N e=% 4 W PANEL ATTACHMENT - -- a 4,44a>""A% csr VA NEW DOOR SCHEDULE AkusiN%iw�" LEVELS LOCATION HEIGHT WIDTH PANEL PANEL FRAME FRAME f FRAME FIRE HARDWARE QUANTITY COMMENTS Fes,.ORSION MATERIAL FINISH TYPE MAT. FINISH RATINGN `, 7 1,2&3 BALCONIES OR PATIOS OF'A'APARTMENTS 6'-8" 2'-4" WD* PAINT EXIST.* WD I PAINT N.R. SEE BELOW** 9*** `y N SOF WA M 1,2&3 BALCONIES OR PATIOS OF'B'APARTMENTS 6'-8" 2'-8" WD* PAINT EXIST.* WD PAINT N.R. SEE BELOW** 46*** "' "' kr kr kr kr 1,2&3 BALCONIES OR PATIOS OF'C'APARTMENTS 6'-8" 2'-4" WD* PAINT EXIST.* WD PAINT N.R. SEE BELOW*" 45*** r r r r r 1,2&3 BALCONIES OR PATIOS OF'D'APARTMENTS 6'-8" 2'-4" WD* PAINT EXIST.* WD PAINT N.R. SEE BELOW** 26*** v d v *REPLACE DOORS AND/OR DOOR FRAMES IF DAMAGED **REUSE EXIST.HARDWARE IF POSSIBLE&IF IN GOOD CONDITION.COORDINATE LOCKSET FUNCTION WITH PROPERTY MANAGER. ***QUANTITIES BASED ON ORIGINAL CONSTRUCTION DOCUMENTS AND MAY NOT REFLECT ACTUAL DOOR SIZES&QUANTITIES.ALL DOOR SIZES AND QUANTITIES TO BE VERIFIED. 2 1/2"x 2 1/4"STEEL 5/8"--- 1 5/8" 2 1/2"x 1 1/4"STEEL EEQ' TABS FOR GRATING E EQ TABS FOR GRATING / EQ�E� (EEO PANEL ATTACHMENT ` / E �/f Q PANEL ATTACHMENT 1" EiNN (i) 0 _ - - \ K -3/8" \ - _ \ , 318" C. cs KEYNOTE SCHEDULE M - �� T$- N N - N� — -$- Him 0 W M r • l W Clom Cp KEYNOTE DESCRIPTION �� , , f++ t+-} 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. N kr M // 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. r �, 9/16"x 2"SLOTS 2 1/4" `' M co Z I I 9/16"x 2"SLOTS 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN f+ +4 @ BASE BASE coC° f+} 1 1/4" r 04 ,EXISTG ROOF LINE ABOVE SHOWN DASHED. \ \ N FLANGES TYP. \ \ N\ i FLANGES TYP. \ \ - - Q 05 EXIST'G SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED 61/2" /// " SINGLE 3/8"x 6112" 0 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. SINGLE" 318 x TRIM 3/8 x 7 OF VERTICAL BAR @ // x 7 PLATE, WELD SO THAT BACK SIDE OF x 7"PLATE. I- 10 -j NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 / 61/2 / VERTICAL BAR AND PLATE ARE FLUSH. 1/2/ / 61/2" / 4 3/4"11/ / m 11 'NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. = c) 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT.DRAWINGS FOR SIZES&CONNECTIONS. FRONT SIDE FRONT SIDE 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B,D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. (.9 21 NEW 1x4(1.0"x3,5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO INSTALLATION. 31 • Al , B I , Cl & DI 32 : A2 & B2 —"— 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE.CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH DECKING AT RAILING POST • LOCATIONS. BALCONY RAILING POSTS BALCONY RAILING POSTS LU 23 I NEW lx EXTERIOR CEDAR TRIM. 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL,PROVIDE SAMPLES TO CLIENT 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 21/2"O.G.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 Him 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING w/DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS:3/16"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. A5.4 RAILING POST ELEVATIONS Z 31 1 TYP.BALCONY RAILING POSTS @ Al,B1,Cl&D1 BALCONIES:0.5"x2.5"x49.25"STEEL POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED& SCALE: 1 1/2"=1'0" POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0.5"x2.5"x49.25"STEEL POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED& POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). `. 33 NEW HOLD-DOWNS PER STRUCT. mommal 41 NEW HARDI PLANK SIDING w/7"REVEAL 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. moommi D Ca OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR 97035 ISSUE DATES: PERMIT 07/02115 JOB#: 1501 STATUS:PERMIT PRINTED: 7/6/2015 3:36:06 AM RAILING POST DETAILS A5.4 ORIGINAL SHEET SIZE:22"x34" i6 0 . N o a. ce G 0 Qz RAILING PANEL SCHEDULE —I 44 BALCONY PANEL QUANTITY #OFCe a TYPE PROFILE I FINISH COLOR LOCATIONS PER BALCONY BALCONIES TOTALS f% _, • 0 m v1 I-- x GALVANIZED&POWDER COATED BLACK Al&A2 BALCONIES 1 8 a UJ A x(MIR.) " " Al&A2 BALCONIES 1 8 8 - -� � " x " B1 &B2 BALCONIES 1 35 la s n U B x(MIR.) " 61&B2 BALCONIES 1 35 35 G,. o _ 0 y " B1 &B2 BALCONIES 1 35 u N C x " " Cl BALCONIES 1 31 31 J Q x(MIR.) " " Cl BALCONIES 1 31 x " D1 BALCONIES 1 12 6y„ D y " D1 BALCONIES 1 12 12176. z D1 BALCONIES 1 12 Agr NA 003x:7 x(MIR.) j " D1 BALCONIES(MIRRORED) 1 5 Wit, A743 ` ° D y(MIR.) " " D1 BALCONIES(MIRRORED) 1 5 5 (MIRRORED) 4Z.OF WA z(MIR.) " D1 BALCONIES(MIRRORED) 1 5 / �� / 6"MAX. / / (2"MAXA6"MAX. / 2.5"MAX) A5.5 RAILING PANEL SCHEDULE -EN 3 SCALE; 1 1/2"=1'-0" . n n n n n 0 N„.\,. n n n n " n II n n n n n - _ �- --4 — ;;- 1, — �' _ 0— -43--- _ , \ (2)PRE DRILLED 1/4 DIA.HOLES ._,I, -� II a p _ _ , R . u u SPACED 1.5"APART,MAX.2,5" ,, II N N I u u u u I i i I u u I ,i u I u u u L � n n n u u �,\ FROM END OF PANEL @ EA.END. I I I _ .. - — - ., _ _... - - - "'g — — — --e- - - — — - — —0- Nft SECTION PLAN C SECTION PLAN B NF 01`) o ct F-- -6 Clu..4'-0"PANEL TYPES Ax,Cx,Dx 10 3/16"PANEL TYPE Ax&Bx 3/16"x2 1/2"PLATE STEEL TOP PRE-DRILLED 1/4"DIA. �� / / / RAIL w/3"DOG-EARED INTERMEDIATE HOLES SPACED Li 3'-0'PANEL TYPES Bx 711/16"PANEL TYPES Cx&Dx BRACKETS @ EA.END. PANELS By MAX.6"APART,ALTERNATING Z / SIDES SPACED 1/2"FROM EDGE. c.--- (2)PRE-DRILLED 1/4"DIA.HOLES 3'-11 1/2" I- SPACED 1.5"APART,MAX.2.5" cf) 3/16"x 1 1/4"PLATE FROM END OF PANEL @ EA.END. 21/2" d KEYNOTE SCHEDULE C / E ► EN STEEL VERTICAL BAR B ' / TYP. / B KEYNOTE DESCRIPTION �`� \ \ c `s� --- � - - NE i i \ \ \ M m .. 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. \ , --- -- - "> is _\ \//tiA •. - i E - - �' _ 02 'EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& O E O I 0 SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. \ _ / 21/2" / 21/2" / .,� - - / /' _ \ 03 I EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN 1 A 1 7/8" I A 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. (MIRRORED) I I (MIR.) W 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED 5/8" 1/2"DIA.HOLE @ ALL 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE / 3/16"x 1 1/4"PLATE SECTION A CONNECTION FLANGES DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. STEEL VERTICAL 10 'NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA END BAR USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 Ham 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.Q.N. Z 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. DRAWINGS FOR SIZES&CONNECTIONS. a a 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)wl CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO 'OWNER FOR SELECTION. VERTICAL GRATING BARS 21 'NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALLammill STICKERS&LABELS PRIOR TO INSTALLATION. 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH N - — - -___ __ \ ::::::) I DECKING AT RAILING POST LOCATIONS. 23 NEW lx EXTERIOR CEDAR TRIM. 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. CO 25 PVC FIBERGLASS REINFORCED SINGLE PLY WATERPROOF MEMBRANE w/PEDESTRIANii HORIZONTAL STEEL RODS >- TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN;COLOR:PER CLIENT APPROVAL, Lo to PROVIDE SAMPLES TO CLIENT OWNER: 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED :So N N Eo 'SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 21/2"Q.C.,AND 3mm DIA. \ \ - - - - - _ , N - - _ - \ \ Lo ANDREWS HORIZONTAL BARS SPACED 5 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING w/ M '6, 61;, Fo MANAGEMENT, LLC I DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: 5845 JEAN ROAD 3/16"x1.25"STEEL BANDING IN/DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT LAKE OSWEGO, OR BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH , (COLOR;"SIGNAL BLACK"RAL 9004),PROVIDE ALL WELDS&PRE-DRILL ALL HOLES 97035 PRIOR TO GALVANIZING AND POWDEROATING. 31 TYP,BALCONY RAILING POSTS @ A1,Bl,Cl &D1 BALCONIES:0.5"x2.5"x49,25"STEEL ISSUE DATES: 'POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: I HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING PERMIT 07102115 PANELS). 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0.5"x2.5"x49.25"STEEL POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING PANELS). 33 NEW HOLD-DOWNS PER STRUCT, 41 NEW HARDI PLANK SIDING w/7"REVEAL _ _ 0 a 42 I NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG w w EXTERIOR EDGE. 3/16"x 1 1/4"PLATE STEEL BASE RAIL TO MATCH DEPTH OF WELDED GRATE PANELS.3"DOG-EARED BRACKETS @ EA.END. 5/8" /8" 1/2"DIA.HOLE 0 ALL .4' CONNECTION FLANGES \ _ \ _ _ , G G ►_ \ JOB#: 1501 -^ - - - P1 — — — STATUS:PERMIT - \ :____:\ N\ — f PRINTED: 7/6/2015 3:36:45 AM \ - \ \ \ -- \ - - T\ .� \ \ \ 1 O E SECTION G 1 ` RAILING PANEL DETAILS NOTE : SOME PANELS ARE MIRRORED, SEE RAILING PANEL SCHEDULE FOR QUANTITIES AND LOCATIONS A5.5 A5.5 STEEL GRATING PANEL 'x' ELEVATION A51.5 STEEL GRATING PANEL 'y' ELEVATION 4 SCALE: 3"=1'-0" I SCALE: 3"=1'-0" ORIGINAL SHEET SIZE:22"x34" U N >_ - N O 01 _T 0 O 9 p C z Q ce ce 0 0 J O J d VU t z T 1 W M H W t 4 — WH) n V s 6 uW d I f- = z • vt:4 ktt MANX/CM e:24 6"MAX. I I / ` 7.E1 2.5"MAX.- I I N / / SOF ty ' n 1J n n n n n n n �-- 11 -11 1 U II u .I II 11 II II 11 U I u u u U I u U u b. 1EN \ n n — n n n n n n 1 J.J_, SII— I,,�,�,� II I X11 I}_ II 11 II II II II II 11 II 11 11 11 II U U U 11 11 11 _ — --o _ — — _ --0— — — — — — 0— _ — o-_ _ �_ ` r\ ( U I U U I U U ( U U U U r E., 7 1/2" 1/2" r\ SECTION PLAN D -) 11/2" EN SECTION PLAN F ° 2'-35(16" / / 1'-05116" / 21(2" / 4'-03116" / CA() D liummam Q 2 1/4" 2 1/2" 2 1/2" 2 1/4" 2 1/2" 2 1/2" 2 9/16" 1 1/4" 1 1/4" 2 1/2" 2 1/2" C 3116"x1 114"PLATE / / / / / / / A / / / 21/2" if, 0... o STEEL VERTICAL BAR TYP O D E D D E F / E ► F '� z �� ________,,p �� (MIRRORED) W—� _ I \ \ \ \ I N N N I Cn r r r r O r\ _ r\ © r\ \ _ m 3/16"x1 1/4"PLATE STEEL VERTICAL N BAR �1 1/2"DIA.HOLE m - 3/16"x 2 1/2" 3/16"x 21/2" J/� 3/16"x 21/2" Aco TOP RAIL TOP RAIL E4 EQ TOP RAIL 0 0 -" PERPENDICULAR SECTION OF PANEL — 1/8"x 1"VERTICAL LL.1 BEYOND BARS(TYP,) 1/8"x 1"VERTICAL BARS(TYR) to 0 3/16"x 1 1/4" --- 3mm DIA. VERTICAL END BARS — 3/16"x 1 1/4" Z HORIZONTAL RODS VERTICAL END BARS - IINtih,....._IIL. o maril to a: 3mm DIA.HORIZ. immouJ r RODS D N CV N CV _N_ _ — — — \ \ N U7 0 N . in C") C7 Ch C') OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR 97035 ISSUE DATES: PERMIT 07/02/15 - 0 E� 7—EQ l \ -- -- - \ \ \ --— r N —\ r\ — — \ == —\ r� JOB#: 1501 E ` E 4 E (MIRRORED) STATUS:PERMIT SIDE ELEVATION FRONT ELEVATION SECTION E PRINTED: 7/6/2015 3:37:04 AM NOTE : SOME PANELS ARE MIRRORED. SEE RAILING PANEL RAILING PANEL DETAILS NOTE : SOME PANELS ARE MIRRORED. SEE RAILING PANEL SCHEDULE FOR QUANTITIES AND LOCATIONS SCHEDULE FOR QUANTITIES AND LOCATIONS - A5.6 STEEL GRATING PANEL TYPE 'Dz' ELEVATIONS A56 STEEL GRATING PANEL Dy' ELEVATION L. ASU SCALE: 3 -1'-0" 1 SCALE: 3"=1'-0" ORIGINAL SHEET SIZE:22534" + E CI (! o 0 o N o v U 0 DRAWING I \ DEX GENERAL NOTES , CONT. GENEAL. NOTES , CONT. r U F -I 0 eL S0.1 GENERAL NOTES AND SHEET INDEX FASTENING SCHEDULE '' MINIMUM U.N.O (DETAILS SUPERSEDE) '% z o S2.1 PARTIAL BALCONY FRAMING PLANS STRUCTURAL STEEL: CONFORMS w/ IBC 2010 TABLE 2304.9.1. t75 W REFER TO IBC FOR CONDITIONS NOT SHOWN. a S2.2 PARTIAL BALCONY FRAMING PLANS STEEL SHAPE: GRADE AND YIELD STRENGTH: `- CONNECTION FASTENING a'"' LOCATION °� 57.1 FRAMING DETAILS WF ASTM A572 GRADE 50, ASTM A992, GRADE 50 c CHANNELS, PLATES, AND ANGLES ASTM A36 1. JOIST TO SILL OR GIRDER. 3-8d COMMON (2rx0.131") v o S7.2 FRAMING DETAILS HSS ASTM A500 GRADE B, Fy = 46 KSI 3-3"x0.131" NAILS TOENAIL n 1 g v 3-3" 14 GAGE STAPLES x 2 1. SPECIFICATION: DESIGN, FABRICATION, AND ERECTION SHALL FOLLOW THE " "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 2. BRIDGING TO JOIST. 2-8d COMMON (2)i"x0.131") a STRUCTURAL STEEL FOR BUILDINGS" WITH THE "COMMENTARY" AND "CODE OF 2-3"x0.131" NAILS TOENAIL EA. END. 0 `7 \ :: STANDARD PRACTICE". 2-3" 14GAGE STAPLES 3. 1"x6" SUBFLOOR OR LESS TO_ RA_ NOTES 2. WELDING SPECIFICATION: WELDING SHALL CONFORM TO THE AMERICAN 2-8d COMMON (2ex0.131") FACE NAIL fah WELDING SOCIETY (AWS) CODES FOR ARC AND GAS WELDING. ALL WELDING EACH JOIST. SHALL BE PRE-QUALIFIED AND PERFORMED WITH A WELDING PROCEDURE B CODE REQUIREMENTS: CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALITY SPECIFICATION (WPS) PER AWS D1.1. 4. WIDER THAN 1"X6" SUBFLOOR 3-8d COMMON (2Z"x0.t31'� FACE NAIL TO EA. JOIST. MADDEN&BAUGHMAN CODE (O.S.S.C.) 3. ALL WELDERS SHALL BE QUALIFIED BY THE CITY OF PORTLAND. ENGINEERING , I N C . 4. WELD MATERIAL: ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES AND 5. 2" SUBFLOOR TO JOIST OR 2-16d COMMON (3rx0.162") BLIND AND FACE NAIL 815 SW 2nd Avenue,Suite 350 STRUCTURAL SUMMARY: DESIGN FORCES ARE BASED UPON REQUIREMENTS OF SHALL BE '18" MINIMUM UNLESS NOTED OTHERWISE. GIRDER. fortland,OR97204 tel 503.236.7611 t fax 503.236.9411 THE OREGON STRUCTURAL SPECIALITY CODE WITH THE DESIGN LIVE LOADS LISTED 5. ALL EXPOSED STEEL & FASTENERS TO BE HOT DIP GALVANIZED. 6. SOLE PLATE TO JOIST OR 16d (31i"x0.135") AT 16" oc. info@maddenbaughman.com BELOW IN ADDITION TO DEAD LOADS: BLOCKING. 3"x0.131" NAILS AT 8" oc. TYPICAL FACE NAIL 3" 14GAGE STAPLES 0 12"oc. op PRgFesS FLOOR: 40 POUNDS PER SQUARE FOOT SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD c., I N£ PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE S-DRY WITH SOLE PLATE TO JOIST OR 3-16d (31¢d"x0.135") AT 16" </N' 19386 F- SUMMARY OF STRUCTURAL SCOPE: MAXIMUM MOISTURE CONTENT OF 19% TO BE SUBMITTED BY CONTRACTOR. BLOCKING AT BRACED WALL 4-3"x0.131" NAILS AT 16" oc. BRACED WALL PANELS. a r .t4 _ PROTECT STORED WOOD ON SITE FROM MOISTURE. THE SPECIES AND GRADE PANEL 4-3" 14GAGE STAPLES PER 16" OREGON 1. REPLACE DECK RAILING, JOISTS, LEDGER, SUPPORTING BEAM (EXCLUDING SHALL BE AS NOTED BELOW: BALCONY A2 AND B2 BEAMS), SUPPORTING POSTS, AND DECKING 7. TOP PLATE TO STUD. 2-16d COMMON (3rx0.162) ,/ ,x<,, DIMENSIONAL LUMBER DOUGLAS FIR-LARCH #2 3-3"x0.131" NAILS TOENAIL EA. END. ` A, •MAOI TEMPORARY CONDITIONS: THE STRUCTURAL CONTRACT DRAWINGS AND PRESSURE TREATED LUMBER HEM FIR #1 3-3" 14GAGE STAPLES EXPIRES 12-31-15 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DRAWINGS DO NOT 8. STUD TO SOLE PLATE. 4-8d COMMON (Zex0.131") INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE NAILING NOT SHOWN SHALL BE AS INDICATED ON FASTENING SCHEDULE. ALL 4-3"x0.131" NAILS TOENAIL STABLE AS COMPLETED. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, BOLTS AND LAG SCREWS (HAND TIGHTEN) SHALL BE INSTALLED WITH STANDARD 3-3" 14GAGE STAPLES (/) S2 ¢ N ERECTION, AND INSPECTION OF TEMPORARY SHORES, BRACES, ETC. THAT CUT WASHERS. CUTTING AND NOTCHING OF STUDS SHALL CONFORM TO IBC N SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, CHAPTER 23. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE 2-16d COMMON (31¢,"x0,162") rn WIND, AND LATERAL EARTH PRESSURES UNTIL THE COMPLETION OF THE TREATED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE 3-3" 0.131" NAILS END NAIL z Iz STRUCTURE. MANUFACTURED BY SIMPSON STRONG TIE. HANGERS NOT SHOWN SHALL BE 3-3" 14GAGE STAPLES M r cp SIMPSON TOP FLANGE. ALL FASTENERS AND HANGERS EXPOSED TO WEATHER 9. DOUBLE STUDS. 16d (3)i"xO.135") AT 24" oc. W TEMPORARY CONSTRUCTION LIVE LOADS SHALL NOT EXCEED THOSE IN THE SHALL BE STAINLESS STEEL, OR SHALL BE CONSTRUCTED OF HOT DIP 3"x0.131" NAILS 0 8" cc. FACE NAIL 0 6 O DESIGN CRITERIA. GALVANIZED. 3" 14GAGE STAPLES 0 8" oc. 2 ,- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE ALL PRESSURE TREATED LUMBER TO HAVE PRESERVATIVE CONFORMING w/ AWPA 10. DOUBLE TOP PLATES. 16d (3Nz"xO.135") 0 16" oc w SH co CONDITIONS. FIELD ENGINEERED DETAILS THAT DIFFER FROM THOSE DRAWN REQUIREMENT APPLIED TO ALL CUT SURFACES. 3"x0.131" NAIL T 12" oc, TYP. FACE NAIL 3" 14GAGE STAPLES SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON. AT 12" oc. M ENGINEERED COMPOSITE LUMBERS: ENGINEERED COMPOSITE LUMBER SUCH AS DOUBLE TOP PLATES. 8-16d COMMON (a "x0.162") LAP SPLICE. SPECIAL INSPECTION: THE OWNER SHALL EMPLOY AN ICC CERTIFIED SPECIAL MICROLAM LVL, PARALLAM PSL, AND TIMBERSTRAND SHALL BE OF THE SIZE AND 12-3" 0.131" NAILS INSPECTOR TO PROVIDE INSPECTION OF ITEMS AS REQUIRED BY IBC SECTION TYPE SHOWN ON THE DRAWINGS AND BE MANUFACTURED BY {-LEVEL BY 12-3" 14GAGE STAPLES 1701. WEYEHAEUSER. 11. BLOCKING BETWEEN JOIST 3-8d COMMON (2)kx0.131") OR RAFTERS TO TOP PLATE. 3-3"x0.131" NAILS TOENAIL SUBMITTALS: SHALL BE SUBMITTED TO THE ENGINEER VIA THE ARCHITECT NAIL TABLE: 3-3" 14GAGE STAPLES F. PRIOR TO FABRICATION FOR THE FOLLOWING: CONCRETE MIX DESIGN, 12. RIM JOIST TO TOP PLATE. 8d (2X"x0.131") AT 6" oc. Z CONCRETE REINFORCEMENT, STRUCTURAL STEEL, EPDXY, GLULAM BEAMS, PENNYWEIGHT SHANK DIA. LENGTH 3"xO.131" NAIL AT 6" oc. TOENAIL BIDDER DESIGNED ITEMS. 8d 0.131" 2.5" 3" 14 GAGE STAPLE AT 6" cc. D 10d 0.148" 3.0" " " 13. TOP PLATES, LAPS AND 2-16d COMMON (3ki"x0.162") ALL STRUCTURAL MATERIALS SHALL HAVE CURRENT ICC ENGINEERING REPORTS 16d 0.162 3.5 INTERSECTIONS. 3-3"xO.131" NAILS FACE NAIL [Vj 3-3" 14GAGE STAPLES ALTERATIONS TO THE STRUCTURAL DRAWINGS SHALL BEAR THE STAMP OF AN NOTES: ENGINEER REGISTERED IN THE STATE OF OREGON. 1. NAILS MUST MEET THE REQUIREMENTS IN ASTM F1667. 14. CONTINUOUS HEADER, TWO 16d COMMON (Si"x0.162") 16" oc. ALONG EDGE. 2. USE PRE-BORED HOLES EQUAL TO 70% OF SHANK DIAMETER TO PREVENT PIECES. SPLITTING OF WOOD MEMBERS. EDGE AND END DISTANCES SHALL BE 15. CEIUNG JOISTS TO PLATE. 3-8d COMMON (2)¢"x0.131") SUFFIENT TO PREVENT SPLITTING OF THE WOOD. 5-3"x0.131" NAILS TOENAIL 3. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE 5-3" 14GAGE STAPLES MEMBER STARTING 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 16. CONTINUOUS HEADER TO 4-8d COMMON (2) "x0.131") TOENAIL D 4. NAILS SHALL NOT BE OVER OR UNDER DRIVEN. TOP OF NAIL HEAD TO BE STUD. DRIVEN FLUSH WITH WOOD SURFACE. 17. CEIUNG JOISTS, LAPS OVER 3-16d (41CxO.162") COMMON CO PARTITIONS (SEE SECT. MIN., TABLE 2308.10.4.1 FACE NAIL PLYWOOD OR OSB SHEATHING: PLYWOOD OR OSB PANELS SHALL CONFORM TO 2308.10.4.1) 4-3"x0.131" NAILS 4-3" 14GAGE STAPLES THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION. PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1. PLYWOOD INSTALLATION 18. CEIUNG JOISTS 3-16d 11 6 TA(B "0.12306 1) COMMON FACE NAIL SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8 INCH SECT.PARALLEL23RAFTERS TABLE 4-3"x0.131" NAILS SPACING AT ROOF PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED 2308.10.1). 4-3" 14GAGE STAPLES BY THE PANEL MANUFACTURER. 19. RAFTER TO PLATE (SEE 3-8d COMMON (2i "x0.131") SECT. 2308.10.1, TABLE 3-3"x0,131" NAILS TOENAIL 2308.10.1). 3-3" 14GAGE STAPLES 23. BUILT-UP CORNER STUDS. 16d COMMON ( "x0.162") 24" oc 3"x0.131" NAILS 16" oc OWNER: 3" 14GAGE STAPLES 16" oc ANDREWS 24. BUILT-UP GIRDER AND 20d COM. (4"x0.192") 32" oc FACE NAIL AT TOP MANAGEMENT, LLC BEAMS. 3"xO.131" NAIL AT 24" oc AND BOTTOM 3" 14GAGE STAPLE AT 24" oc STAGGERED ON 5845 JEAN ROAD OPPOSITE SIDES. LAKE OSWEGO, OR 2-20d COMMON (4"x0.192") 97035 3-3"x0,131" NAILS FACE NAIL AT ENDS 3-3" 14GAGE STAPLES AND AT EACH SPLICE. ISSUE DATES: 25. 2" PLANKS. 16d COMMON (3"x0.162") AT EACH BEARING. 07.02.15-PERMIT 26. COLLAR TIE TO RAFTER. 3-10d COMMON (3"X0.148") 4-3"x0.131" NAILS FACE NAIL 4-3" 14GAGE STAPLES 27. JACK RAFTER TO HIP. 3-10d COMMON (3")(0.148") 4-3"xO.131" NAILS TOENAIL 4-3" 14GAGE STAPLES 2-16d COMMON (ai"xO.162") FACE NAIL 3-3"x0.131" NAILS 3-3" 14GAGE STAPLES 28. ROOF RAFTER TO 2x RIDGE 2-16d COMMON (31¢"x0.162") BEAM. 3-3"xO.131" NAILS TOENAIL 3-3" 14GAGE STAPLES 2-16d COMMON (3>ri"x0.162") 3-3"xO.131" NAILS FACE NAIL 3-3" 14GAGE STAPLES JOB#: a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE STATUS: OTHERWISE STATED. PRINTED: m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 31416 INCH. GENERAL NOTES& SHEET INDEX sheetname soil ORIGINAL SHEET SIZE:22'x34" E n , c a G S. .. 9 a n . C t u J -.I i a iiiW C al ___. CW G y 0 H z a 1 1 _ S7.2 S7.2 + ----, --\* ma B ENGINEERING , B I S SW 2nd Avenue,Suite 35Q ‘ D-1 Portla R 97204 S7.2 2 tel 503 236.7611/fax 503.236.94 S7,2 WV info@maddenbaughman.com �` DPR F 2x8 PT JOISTS 0 12" oc 2x8 PT JOISTS 0 12" oc 2 asP ^i- ar ' •,OREGON 57.2 S7.2 57.2 - 4tE A. ifA�� 6x10 PT BEAM T 6x1 0 PT BEAM 'EXPIRES 12-31-15 + - BELOW IH + It III BELOW / L'.__ I — — J 1�..i.de *,..,bs.,��a --. Ca J `9 C.71\;(4) 2x4IN FRAMED (2) 2x6 IN FRAMED (2) 2x6 IN FRAMED (4) 2x4 IN FRAMED N WALL NW 1 WALL BELOW WALL BELOW 1 WALL BELOW Elm. Z cr S7.1 NEW RAILING S7.1 NEW RAILING 1;3- 0°- REF REF ARCH REF ARCH CDn 0 r�IN� J H W CYl C) ENLARGED NEW ENLARGED NEW /7BALCONY LAS -- TYPE "A 1 " BALCONY DLAN - TYPE ' [31 " -- 1 1/2- = 1'-0" 1/2- = 1'-0" F— z D 0 2 -JD CO NOTES: 1. D-1 INDICATES SPAN DIRECTION TR EX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS --j\r_ `"`y 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 1 2. D-2 INDICATES SPAN DIRECTION 2332" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 S7.2 NAIL w/ 0.148"0x3" NAIL 0 6" oc EDGE & 12" oc FIELD. OWNER: ANDREWS -� - 3. Jr i. INDICATES EXISTING FRAMING MANAGEMENT, I glik 5845 JEAN ROA[ VW le 2Illi INDICATES NEW POSTS S7.2 4' .-1 IH� LAKE OSWEGO, 411°111D-1 97035 ""` 5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE NOT SHOWN ON PLAN. ISSUE DATES: 2x8 PT JOISTS 0 12" oc 07.02A5•PERMIT 2 (4) 2x4 IN FRAMED 57.2 WALL BELOW 6x10 PT BEAM BELOW (2) 2x6 IN FRAMED WALL BELOW S7.1 NEW RAILING REF ARCH EN _ARGD \ JOB#: STATUS: BA_CO \Y PLAN — YDE " PRINTED: 1/2- = 1'-0" PARTIAL N� FRAM NG PLANS sheetname S2 . 1 ORIGINAL SHEET SIZE:22"x Y I E Q, V cn 4 L ct 6 a 0 9 , d z a J e . u0 _. a t i m 4.1 m yi w �} 4 — • z v 6 u o P 112 U z z z 4 v 1 S7.2 (E) POST 9 S7.2 (E) GL x15 BEAM BELOW (E) GL 5x15 BEAM + ___ ._,L._—__- - — "A" �� — r-X� BELOW 1B MADDEN&BAUGHMAN il ENGINEERING . I N C 81 �� I 2nd Avenue,Suite 350 4/ D-2 Portland,OR 97204 tel 503.23b.1b I 1/fax 503.236.9411 S72 57.2 (E) WALL (E) WALL Info@maaaenbaugnn,an.com ''37.2 BELOW u BELOW 8 57.2 6x10 PT BEAM S (E) 6x12 HDR �S7.2 (E) GL x15 BEAM �� N ss> BELOW — BELOW F BELOW di — — I _. L 4 1sses H 1 J - YY1 di — _Pt__ — In1 a„,.,...,_ a T + OREGON (2) 2x6 IN FRAMED " 2x8 PT JOISTS 0 12 oc 2x12 TAPERED PT JOISTS TO 77 " (REF ARCH) MIN 0 12" oc A >�,a0 WALL BELOW (4) 2x4 IN FRAMED 6 - 6 WALL BELOW S7.2 S7.2 EXPIRES 12 31 15 3 — S7.1 2x PT RIM JOIST + 74 • 2x PT RIM JOISTIII {4) 2x4 POST IN `" FRAMED WALL TO 7 (2) 2x6 POST IN ii— °' 2 SUPPORT BALCONY S7,2 4 FRAMED WALL TO O 57.1 NEW RAILING ABOVE, REF 1/S2.1 BOTH ENDS S7.1 NEW RAILING SUPPORT BALCONY F-- o REF ARCH OF RIM JOIST REF ARCH ABOVE, REF 1/52.1 0 (1 g —/ > Wco ENLARGED NEW ENLARGED NEW _ ,...) ,...) C) BALCONY PIAN — TYPE " Dl " BALCONY DEAN — TYDE "A2 " Z c 1 1/2- = 1'-0" 2 1/2- = 1'-0" I— = D 0 .1 .."D co NOTES: 1. D-1 INDICATES SPAN DIRECTION TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS 4 _- T� 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 9 S72 2. D-2 INDICATES SPAN DIRECTION 232" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 (E) GL 5x15 BEAM (E)nigi GL 5x15 BEAM �`y NAIL w/ 0.148"0x3" NAIL 0 6" oc EDGE & 12" oc FIELD. BELOW BEL'W OWNER: IL � � — - - - -� 4 - - - - I ANDREWS — — 3. INDICATES EXISTING FRAMING MANAGEMENT, LLC D-2 5845 JEAN ROAD (E) WALL "� 4. INDICATES NEW POSTS LAKE OSWEGO, OR BELOW s 97035 _ S7.2 (E) 6x12 BEAM41/7.2 AIM �y� (E) GL 5.x15 HDR 5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE *IL BELOW — — ` BELOWNu Pni NOT SHOWN ON PLAN. ISSUE DATES: — — — L— lY— __J" tY�' 07.42.15-PERMIT i 2x12 PT JOISTS TAPERED TO 7X" MIN (REF ARCH) ® 12" oc (E) WALL 6 - - BELOW S7.2 A�► I- - - � T' 2x PT RIM JOIST �u (2) 2x6 POST IN - - -- - ' --J-1 FRAMED WALL TO 7 (4) 2x4 POST IN \\ SUPPORT BALCONY S7.2 FRAMED WALL TO ABOVE, REF 1/S2.1 BOTH ENDS 57.1 NEW RAILING SUPPORT BALCONY OF RIM JOIST REF ARCH ABOVE, REF 2/S2.1 I \ LACiD NEW JOB#: STATUS: 3 3ALCONY P LAN — ' TYPE " B 2 " PRINTED: PARTIAL BALCO 1/2" = 1 -0" FRAMING PLANS sheetname S2 .2 ORIGINAL SHEET SIZE:22"x34" U , E NOTE: o NOTE: SHIM DTT2Z w/ FULL 6 s.. o SH9 -8IM D1T2Z w/ FULL DEPTH 18" PRESSURE a z PL ) "x2X" STANCHION DEPTH 18" PRESSURE PL Y2"x2) " STANCHION TREATED PLYWOOD OR TREATED PLYWOOD OR FULL WIDTH LUMBER ,r COORDINATE w/ FULL WIDTH LUMBER AS COORDINATE w/ AS REQUIRED. NAIL ARCH REQUIRED. NAIL w/ ARCH w/ (18) 0.131"0x2" ' 5 2 (18) 0.131"$x2Y2" NAILS Nr— NAILS '� I- ,. ._,j, :ill JOIST PER PLAN (2) DTT2Z EA SIDE, (2) DTT2Z ONE FACE W N —d'— OFFSET PER 7/S7.1 _ % > 7 (4) TOTAL % > 9 $d COMMON TYP. 1 ~ o • S7.1 _ / S7.1 DECKING tr- " uN a O ' E__,-- �s . o o --.. -- – –IP=-R. ..' ,. _ , lir ---.4411119 REF. 5/S7.1 =' ,-_ ° ° '°' - REF. 5/S7.1 a aON .--W - - -- •-- -.--.- ° °) SIM --- 0 — ---- - ---- - o_ 9 \ B O 0 (V � MADDEN&BAtI©t�It+tA! ALIGN LEADING EDGE OF __iENGINEERING , INC 2ND SET OF D1T2Z 815 SW 2nd Avenue,Suite 350 RAILING STANCHION PER WITH BACK OF FIRST Portland,OR 97204 1/S7.1 OR 4/S7.1 AS --0-- SET OF DTT2Z NOTCH STANCHIONte1503.236,7611/fax503.236.941I APPLICABLE PL AROUND BASE PLATE LUS2$ info@maddenbaughmaacom RIM JOIST PER PLAN 01) PRgFFi NOTE: 2x RIM JOIST PL � GIN£ 6x BEAM 4, �� 19386 F� FACE NAIL 2x RIM JOIST TO w/ ) "ox5" LAG SCREWS a ��` "�'- '7 JOISTS USING MINIMUM (5) STANCHION BASE PLATE OREGON 0.162"0x3" NAILS EA JOIST TO BEAM ON FACE ‹ 0 OPPOSITE OF DTT2Z 11E q MA TYPICAL STA \ C H 10 N EXPIRES 12-31-15 0 TO RIM JOIST PLAN SECTION GO_ A2 & B2 RAILING CONNECTION TYPICAL DECD RAID TO BEAD/ o � 1"=1'-0" 1 1/2"=,'-0" CT1 1/2"=,'-0" N I o NOTE: REF 1/S7.1 FOR (.9 oI . — INFORMATION NOT �••. SHOWN LU m JOIST PER PLAN RAILING STANCHION NOTE: LINE OF BLOCKING as REF 1/S7.1 REF 1/S7.1 FOR REQUIRED TO PL X" STANCHION, REF N.______4_ Z INFORMATION NOT ACCOMMODATE DDT2Z SHOWN. 1/S7.1, 4/S7.1 ® SIM (2) DTT2Z EA SIDE, --%,`— `0— -+- --+- --- OFFSET PER 7/S7.1 I.-- <RAILING STANCHION % > — 7 (4) TOTAL PER 1/S7.1 / S7.1z / ,� �(V45. _R > D O o — ,j, 3" 0"SIM _1 _ i--.111171,4? `--yam I ..., 1X2" � — —� 0 - '' o \ - 2" ® SIM REF. 5/S7.1 _l a — —� ° o _ • i - o –S ___.-D if f > HOLES S 2" SLOTTED /kz;33�i" -+- —,p-- —l— ---0---- PL %" D (2) DTT2Z PL %" (2) DTT2Z NOTE: 2x RIM JOIST FACE NAIL 2x RIM JOIST TO JOISTS USING MINIMUM (5) 0.162"0x3" NAILS EA JOIST 8 STA \ CHION TO RIM JOIST, PLA \ RAILING BASEPLATE BALCO \Y D1 DECD RAIL TO BVI 1 1/2"=1'-0" 1 ,/2"=1'-0" 1 1/2"=1'-0" OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR 97035 (2) DTT2Z FIRST FULL ISSUE DATES: VARIES REF RAILING STANCHION SIZE BAY 07.02.15-PERMIT / // ARCH " MAX REF 1/57.1 ______.4._ DECKING, REF PLAN JOIST PER PLAN -„ (HANGER NOT SHOWN COORDINATE TAB (2) DTT2Z SECOND (2) " X5" LAG FOR CLARITY) LOCATIONS w/ ARCH -- FULL SIZE BAY ON SCREW PER 1/S7.1 g / S7 1 OPPOSITE SIDES upAr )6 7 me o o ,..�,- _— JJJ o a z..._-- -._- — w REF. 5/57.1 II ----- ; =+�.° °4) = _ (2} DTT2Z, PER �, 0 1/S7.1 t I \ RAILING STANCHION _-____,,_77-12:-t,, _� /1 \ —_ \ PER 1/S7.1 X"0 A307 JOIST, REF PLAN jog# THREADED ROD PL Y2"x2Y2 w/ REF PL ) " STANCHION, REF LINE OF FULL DEPTH STATUS: BM PER PLAN 946"x1" SLOTTED HOLE ARCH /1/ 1 & 4/S7.1 DTT2Z MAY BE 2X BLOCKING EA BAY PRINTED INSTALLED IN FIRST BAY BETWEEN DTT2Z & WHEN SPACE ALLOWS EDGE JOIST FRAMING DETAILS sheetname TYPICAL STA \TIO \ TO BEAV PLA\ SECTION TYDICAL CRATING TABS 0 DERP STA \TION CONkECT © D1 X7 . 1 9 1"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" ORIGINAL SHEET SIZE:22"x34" U ' o 01 oo 0 r- (E) (E) FRAMED WALL0, (E) JOIST BEYOND w/ 6 ._._._.. T n FRAMED WALL OVER a < (FRAMED WALL NOT (E) BLOCKING (VERIFY11 ' 1.-,SHOWN) IN FIELD) 0.148"0x3Y2" TOENAILS -1 , Li ix - © 6" oc 11 , i M (E) SHEATHING SHEATHING, REF PLAN 1 t '" m TAPERED JOIST, REF I 2x JOIST BEYOND REF. a N \11114 / PLAN SII I - uI U l_ (2) Z"ox3Y2" SDS6----- W • SCREWS CO 12" oc HORIZ. a M • • z s s s (E) RIM JOIST a li. • • M 1 "<>. itebt -AB NAILING PER 6/7.2 MADDEN&BAti6HMAN r• ` ENGINEERING , INC 815 SW 2nd Avenue,Suite 350 Portland,OR 97204 A35 RIM JOIST TO TAPERED JOIST, REF te1503.236.76111fax503.236.9411 TAPERED JOIST (E) JOIST (CUT AT PLAN udo(c�maddenbaughman.tcm BEYOND FACE OF BLOCKING) `i HUS28 JOIST HANGER �R�� £,s�� HU28 JOIST HANGER, `' GNF 2x RIM JOIST _ /�„ 4� ls1�s F� (E) BEAM SKEW AS REQUIREDcy,...., a ,�elf LTP4 8 12" oc, (E) OREGON BM TO BLOCKING A. 40 EXPIRES 2-31-.15 I C_ U") RIM JOIST TO JOIST 0 TADERED JOIST TO WALL � TYDICAL DEC < LEDGER Q � 1 1/2"=1'-0" i 4 1 1/2"=1'-0" 3" = 1r-0" N zo Q I'll , 0 A 2x FULL DEPTH ILII DECKING REF. PLAN _ SHEATHING, REF PLAN BEVELED BLOCKING I W m (E) FRAMED WALL A34 0 24" oc _ c) ) "ox5" LAG SCREW o a ---- ,_,......_ >.< __,___+___ 0.148"0X3)" TOENAILS 1r "`+•, (E) SHEATHING @D 6" oc s s '_ �--- S .+%11‘11111... hill, .� SHEATHING, REF PLAN .�-+�.- Ii �� _� (E) RIM JOIST I, �""� 0 .‘,‘„,,m..., ,i, s JOIST, REF PLAN Ii J lirI, I 2x JOIST REF. PLAN .11 PROFILED AT TAPERED I� I D JOIST, FULL DEPTH WHERE SUPPORTING FULL DEPTH BLOCKING (E) HEADER, REF PLAN 1 ( CO EXISTING STRUCTURE. + h P (2) D2W58 SPACERS REF PLAN & ARCH. V SPACED ® 16" cc HORIZ. UPDE BALCO ICY (8---) ( E) WALL AT JOIST I \TERIVEDIATE JOIST SUPPORT TO WALL CO \INJECTION 1 1/2"=1'-0" `-' 1 1/2"=1'-0" 3" = 1'-0" OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR A34 EA END OF 97035 BLOCKING ISSUE DATES: (E) SHEATHING / PROFILED AT TAPERED �` (E) FRAMED WALL 2x FULL DEPTH o�.02.�5-PERMIT JOIST, FULL DEPTH BLOCKING WHERE SUPPORTING (E) SHEATHING DECKING, REF PLAN EXISTING STRUCTURE. A34 CSA 24" oc REF PLAN & ARCH. • SHEATHING, REF PLAN "'-''---Ir----------'-r t 1 1---1 r---I s. \ I s 1 I. \ • I , ( )FBLOCKING (VERIFY IN(E) JOIST (CUT AT \\NJOIST PER PLAN JOB#: FACE OF BLOCKING) STATUS: HUS28 JOIST HANGER (2) 0.148"%x3" NAILS BEAM PER PLAN PRINTED: (E) JOIST 06" oc (E) BEAM FRAMING DETAILS LTP4 © 12" oc, (E) BM TO BLOCKING sheetname TAPERED LEDGER TO MATCH JOIST, REF PLAN = CINTE / EIIATE JOIST SUPORT S7 . 2 PROEIL_ D JOIST TO BEAN A2 8c B2 LEDGER 9 1 1 j2"=1'-0" 1 i/2" -0" ORIGINAL SHEET SIZE:22"x34'