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Plans (174) Iw 1 ) 1 2015 - 00450 I 4 I ST2 (1) 1 * - # # 451 iv ST20 i 6 - 1) 0452 MST ) 016 - (1) 045 I ST * 16 - 00454 . . RECEIVED HALL POINTE TowNliolviEs _ BUILDING BOCT 2a 2016 CITY OFTIGARD BUILDING DIVISION • .. 8735 SW SPRUCE ST . TIGARD OR 97233 44 �```________ DESIGN TEAM -- ' nrnm1AIL - 1M111111Therk \ - -- Oft — ��_ I , Imp* _ ' 94----"' .�,, OWNER: �� 1 0I �1 'e�s��� 1�. V E & V Development, LLC �--_- --„_____ ____L„I - `---� - ---�_ A nl■[1� - v 4� •, 1 min �. � W 10875 S.W. 89th AVE. ��� L `� = _ .,,. 1i1fi1lf�� a► ' •-ter- ...: V err * 4,- �t� 9 ��� - , m fImllil1 .,tl■I Q� _. w Tigard OR ---�_ r �m111 Ai �_ � � w 503-246-5862 E - El - _ - �- ill I "."---1 .. i Ilii �� ,.�I'11i1i 1�1'n f��� 0 ARCHITECTURAL: I UI � TTT !94 I��EDAARCHITECTURE ��� 1 -�_ 1-1111' �� PORTLAND, OR - ii:______, �nnil, 503-807-7768 , ------� r •iii it m n i ii It i. _ i- 1 --�— _ — _ �� ' II ~II j ■ 1 ■ °w��*�a"r���.r�wr.=� r`w�a.� J in i i.:is a.::-.,•7:1-. �.—• —_ I"�` I SII • IP i r ■ SITE PLANNING: � .._ ,..= -- a� ; ��.�; �_,.; r ri IHERRiliVilit---- ■ wla1j11 MARTINEZ DESIGN GROUP INC. �.....,.: .::: '�' �-�-- - - , ■ �r � iei�i�i���i r A - �']j• �" `' ice- .`..'- _ illi � 1 1 r ■ . ......... , . ■rr ... .. .: om a 1111 • lid ALBUQUERQUE, NM 87120 ,r� � --. ----------'=----- ----4-7. �� �1■ ���,:�J� � �: �=- ���:,,,,:y::.::,",.... .;,,-- i�iii � ��� � ��� �.. � ! fa � 505 301-4355 w:. ::4111 ` _ _ - v' ' ' �.: 11 a n! nil d,6 XII' ■ nfml[■Inmill .iiiiiin�im ■ - x i STRUCTURAL ENGINEER: ~'alin �rK�I111111111I1Iftim 1[Illll`mqutjj BKE INC. miMR irrimminktimmai 111 MILWAUKUE, OR 97222 111.1 f II - "'��■ A - NM II_ 503-507-04611.1 III : :• 11 ■ CIVIL ENGINEER: • TIM TURNER, C/O TRT ENGINEERS ; 0 111... , _ ;� • ■ ■ • .PORTLAND, OR I - il'. • ■ ■ IN a503-643-4796 - —1 ---1,1116,____- II ■ ■ II i LANDSCAPE ARCHITECT: � .,,�___ _ - -_ aail- ANNE M. MILLER, RLA, _ —I- . ms ■y - ri■ �e r f 9 ivi C/O BEIGHLEY + ASSOCIATES INC �i ��`• ' W ,.._i �'� `' - Portland, Or 97229 ai rimi. �� �I`�� �� �'503-643-4796 Iii . _ _ � -_ -- _ �- - ,cp ' ARBORIST: - _ - _ - _ _ - - _ - _. - — 4,�—----— = C"� . ,ERFIY J.EATER A RON DAVIES, C/O BEIGHLEY + ASSOCIATES INC _ _: -- - -. - -� s Q, ,�.� PORTLAND, OR �. = _ 4 .�.: i i .0 "�,- 503-643-4769 • • �•��• 1 4REGOR , lf10/19/16 ,03 INDEX TO SHEETS CODE COMPLIANCE OF Mil= ARCHITECTURAL �w ' " 2014 Oregon Residential Specialty Code iw �` i - � ; , F� � PL7MMI . °(?)4 VICINITY MAP B-A0.0 COVER SHEET i , if "' ri 1 B-A0.1 NOTES - .�-r � '' 1 - t • - _ ....:......7_ .� s �' - ... ..7...„..7.... : ..-..:,,----• _ .. � _ W2014 International Residential Code41 e 5-0.1 ARCHITECTURAL SITE PIAN M„ - 011:41g,1:7:-'67:1L:1" '�r! �___ 4(4*.< )2014 International Energy Conservation Code C "i 4 ,, ` w 5-01 .1 SITE/PLOT PLAN ; S-0.2 LANDSCAPE + OPEN SPACE „ . k; !,. ig. .a ., .,' O 2014 Uniform Mechanical Code4MAPtitiC L ARCHITECTURE In B-Al .0 BUILDING B - PLANS � � . u , ' ,�. .� _: ,`'. ��� BUILDING ELEVATIONS 2014 Uniform PlumbingCode lap B A2.0 BU NG B O S . ,-. ' ,� c -- �� _ IN COLLABORATION WITH B-A6.0 BUILDING B - SCHEDULES � •�' rw,.rir�,. � 1 !� a 2014 National Electrical Code .., \\.\111,47, MEP yer R _ _ z y ; �:� Cb t , N4 B-E1 .0 BUILDING B ELECTRICAL , , Row 2-ml In iiiiii tat iLzi 1 B-11 .0 BUILDING B MECHANICAL 1El t 1' 4 B-P1 .0 BUILDING B - PLUMBING ti al S T bl <e: ' :_ MARTINE DEIGN GROUP INC MEP T”' " ►..-- .... (11 G-3.0 TYPICAL BUILDING SECTIONS ' N- �,*° ui 3 ramit G-4.0 TYPICAL WALL SECTIONS OFFICE COPY 8725 SW SPRUCE ST. #10 ,� "rte �� ,I �� � �, G-4.1 TYPICAL STAIR SECTIONS 8729 SW SPRUCE ST. #9 3 � ' , 4 Hall Pointe fl `' Ltm 4 G-4.2 ENLARGED PLANS 1'rY OF ATG ...� mall . ■■ G 4.3 CARPORT RE'VIEWE FOR CODECUMPUANCS ` + PR '� Townhomes `' 8735 SW SPRUCE ST. #8lL ,, iQ. f �� G-5.0 SITE DETAILS Approved "'� t*,tupl i l 8741 SW SPRUCE ST. #7 ' - , , Pra ect Number 4 STRUCTURAL `.Permit#: , 8747 SW SPRUCE ST. #6 ..` : _ . j M 1512SlA FIRST + SECOND FLOOR FRAMING I - �� RNflails. nii—i Date 10/19/2016 1 .43.46 PM Address: a t �� '" i S2A ROOF FRAMING PLAN Suite#: '6fflei ```-1 - - - S3 DETAILS Date 7,..„2,..c___17 -� --17 s . fin+ vm ...t. , ' of Cover Sheet S4 DETAILS Y: Liir54.1 DETAILS �� b a W r : ' v a.- S5 DETAILS 450 MST2016-00451/ MST2016-00452111 1111 S6 DETAILS T2016 00 / � � _ `"�' S7 GENERAL NOTES Il *,-T"'"'"Elle Na : T AitQTA1/5 SID CARPORT PLANS + DETAILS MS 16-00453/ MST2016-00454 -47 Pill 1 MIMI rim yg�: He ,,. " ? L 1,7 . .r . .z.....1 , i IM '''' ta•igis= .-,:c Om - rumor _i _ it B _Ao . 0 p PERMIT ADDRESS CLOSED OFFICE COPY t,' . �� �s .. 17 A, — B MST2016-00450 8725 SW Spruce I R.3 1 --- B M5T2016-00451 8729 SW Spruce rte' radar • � �"'~4-M� �� Ct. Scale iur B MST2016-00452 8737 SW Spruce IU A ~ - - -- - -. - - _ B MST2016-00453 8741 SW Spruce B M5T2016-00454 8747 SW Spruce OFFICE COPY PROJECT GENERAL NOTES ARCHITECTURAL GENERAL NOTES • All references to the building code or building department shall be construed to mean the rules and regulations adopted by the City of Tigard and the State of Oregon. ALL DIMENSIONS TO FACE OF STRUCTURE UNLESS NOTED OTHERWISE All work and materials shall be in accordance with the latest Oregon residential building code and with the latest rules and regulations of all other applicable state and/or local codes, 2014 Oregon Residential Specialty Code laws, ordinances and statutes. Nothing in the drawings or specifications is to be construed as requiring or permitting work contrary to these rules, regulations and codes. All work shall comply with fire department and utility company requirements. Specifications Footings, and retaining walls unless noted. If the contractor ascertains at any time that requirements of this contract conflict with, or are in violation of applicable laws, codes, regulations and ordinances, he shall not proceed with work in question except at his own risk, until architect has been notified in writing and written determination in made by the architect. See structural drawings for concrete and framing details and specs. Prior to commencement of work, the contractor shall review all contract documents, reports and related instructions. Where conflicts/inconsistencies between the contract drawings, Walls Exterior specifications, field conditions and/or the building code are discovered, the contractor shall notify the architect immediately in writing. All walls to be framed with #2 or better grade lumber SPF, 7/16" OSB at Corners for Shear strength and every 20', AIS or Optional '/2" Obtain all required permits exterior gypsum board sheathing between OSB. See Structural. The contractor shall visit the project site to familiarize himself with existing conditions and to verify all elevations, dimensions and conditions of existing building(s) and site. Discrepancies Exterior wall to be covered with Jumbotex Building paper or Optional between the contract documents and the actual field conditions shall be reported to the architect in writing for correction prior to bidding. Tyveck House Wrap. Siding or Cedar Shake as noted. It is the responsibility of the contractor to secure the work site to render it adequately protected at all times. The contractor shall be responsible for damages resulting from failure to All exterior windows double glass units with low-e glass. provide adequate protection. All exterior doors to have threshold and weather stripping caulked to The contractor shall perform his work so that there is a minimum of disruption caused to those portions of the building(s) and site where work has been completed. concrete or subfloor. All construction refuse and debris shall be removed from the job site and shall be properly disposed of off the property. R-21 minimum insulation on exterior walls. Do not scale drawings. Contractor shall rely on written dimensions as given. The contractor shall notify the architect for clarifications. Existing conditions dimensions indicated are approximate finish dimensions and may vary from actual dimensions encountered in field. Dimensions have preference over scale. Walls Interior The contractor shall verify and coordinate all new and existing conditions and dimensions at the job site for comparison with drawings and specifications prior to ordering built in items, 2x4 studs 16" o.c. on all non-loadbearing walls. the start of and during construction. If any discrepancies, inconsistencies or omissions are found, the architect shall be notified, in writing for clarification prior to proceeding with work. See structural drawings for load bearing wall construction Dimensions shown on floor plans, sections, elevations, and details are to rough framing unless otherwise noted. 1/2" gypsum board at walls and ceiling with texture per owners All work shall be executed in accordance with the best accepted trade practices. Comply with manufacturers printed instructions along with the specified or otherwise recognized preference, tape and bed all joints. standards of agencies and associations for materials, installation and workmanship. '/2" water resistant gypsum board at all bathroom and kitchen high The contractor shall coordinate his work with all the subcontractors. The work shall be coordinated in such a manner that any subcontractor shall not delay or interfere with carrying water areas. Semi gloss paint in wet areas. forward the work of any other subcontractor. 5/8"type 'X' gyp board at party walls The contractor shall be solely responsible for delivery of materials and equipment to the project site. Roof Positive drainage away from the building is the responsibility of the contractor. All membranes to meet or exceed 900 fb. 7/16" OSB or as specified by structural enginneer with H clips at roof sheathing stagger all joints, 6 mil. Contractor shall provide and install all blocking, stiffeners, bracings, back-up plates and supporting brackets required for the installation of work. Blocking is required for all wall and Poly vapor barrier with R-49 batt insulation minimum at ceilings. ceiling mounted specialties and equipment. All trusses to be installed per manufacturers specifications and all lateral Secure construction materials at all times. All building materials stored at construction areas are to be secured in a locked area. Access to such areas is to be controlled by owner and the bracing per truss engineering locations. general contractor. Flammable materials shall be used and stored in an adequately ventilated space. All flammable materials shall be kept sealed in their manufacturers containers and kept away from heat and flame and used per the manufacturer's written instructions. See Roof Plan for all roof slopes. . JERRY J.EAKER The drawings indicate location, dimension, and typical details of construction the drawings, but do not illustrate every condition. Work not particularly detailed shall be of construction See engineering drawings for exact truss construction and installation but necessary for properconstruction of anyof in thespecs ' r.( f • similar to parts detailed. Minor details not usually shown or specified, eces ary o p ope part the work, shall be included as if they were indicated � ! , contract documents. POfl • D,OREGON Ceiling 9/14/16 Abbreviations throughout theplans are those in common use. Notifythe architect of anyabbreviations inquestion. 2 layers 5/8" type 'X' gyp board at second floor ceiling g � OF 6. In the case of a conflict between the drawings and the specifications, the most restrictive shall take precedence. Contractor shall notify the architect to resolve any conflict before Floor proceeding with the work. See Structural for floor framing The contractor shall furnish all materials, labor, equipment, transportation and services necessary for the satisfactory completion of work unless designated (n.i.c.). All equipment, work Minimum R-30 in floors at first floor only - - - and materials shall•comply with all current and local applicable codes and governing regulations, and the contract documents. Only new materials and equipment of recent manufacture, of quality specified, free from defects, will be permitted on the work. Install venting in crawlspace per section R408 of the International a -11'1 a. Residential Code All work indicated on drawings is new work unless specifically indicated as existing. • Plumbing The contractor shall provide supervision for the work at all times that construction operations are ongoing. The contractor shall be solely responsible for and have control over Mechanical I I Electrical , construction means, methods, techniques, sequences and procedures and for coordinating all portions of the work under the contract. All mechanical, electrical, and plumbing contractors to permit all work on project and install per UPC, and all applicable codes and code The contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the work. All contractors and books, when reviewing notify builder of all conflicts for chase locations ARCHITECTURE subcontractors performing work on the premises shall be responsible for initiating, maintaining and supervising a reasonable and prudent safety program including but not limited to and chase sizes IN COLLABORATION WITH isolation of work areas and the prompt removal of any debris or tools which might endanger the public, visitors and staff of the owner or architect. The architect shall be consulted in all cases where cutting into an existing structural portion of any building is either expedient or necessary. Prior to proceeding with work, reinforcement - // �� and/or support satisfactory to architect and structural engineer shall be provided by contractor prior to cutting into structural portions of any building. Contractor to provide adequate temporary bracing and shoring whenever structural work is involved. The contractor shall protect all finish work and surfaces from damage during the course of construction and shall replace and/or repair all damaged surfaces caused by contractor or MARTINEZ DESIGN GROUP INC. subcontractor personnel to the satisfaction of the owner and architect. Shop drawings shall be submitted for all equipment, cabinets and materials which must interface and coordinate with others, whether detailed or not. Hall Pointe All dissimilar metallic materials shall be effectively isolated from each other to prevent galvanic corrosion. Townhomes All wood in contact with masonry or concrete shall be pressure treated with an approved preservative. 8735 SW Spruce St. Tigard, OR 97233 The contractor is responsible for final clean up and disposal upon completion of work. Remove debris, rubbish and waste material from the owner's property to a lawful disposal or Project Number M1512 recycling area and pay all hauling and dumping costs. Conform to pertaining federal, state and local laws, regulations, and orders. All construction areas shall be left vacuum or wet mop clean and free from debris. Clean all dust, dirt, stains, hand marks, paint spots, droppings, and other blemishes. Date 9/13/2016 11 :45:09 PM Contractor Is responsible to provide proper soils conditions for installation of foundations. General 1 Votes These drawings and design are not to be duplicated, copied, or otherwise replicated elsewhere other than the site specified in this Construction drawing set without permission from the Architect. The Architect retains ownership of its Instruments of Service and the Owner's right to use them terminates when the Project is complete. ..A0 Scale • PARKING WHEEL STOPS,TYPICAL 20'-0" EVERY PARKING SPACE Surface drainage shall be diverted to a storm sewer l',.. POND,SEE CIVIL DRAWINGS S89°59'22"E 184.85' conveyance or other approved point of collection T ���. �, — — _ — _ a� _ _ — _ �`,4 _ — — 1 ° " that does not create a hazard. Lots shall be graded r)1401.461,` ' \ `\/� 61W ���� - = $.. . ° - ': to drain surface water awa from foundation walls. ` PGE TRANSFORMER Y,�, �n� Q � r 10 1 _ '?m� :r\ al • The grade shall fall a minimum of 6 inches within the � aj�i f/ ► '' - first 10 feet. `,�1 'i . _ o !ter_ I — "MI_ 2 0" I d - i , . .• VIA ►T� ��`�� ��l -- i ° 16' 3" TRASH �!� I!� 940 r - •. �� \ ENCLOSURE — ,I . ��; II 5EE SHEET G -1 �` 1 C --- 8' 0"- . EreLIJ8759 - °' 6'-01 o FOR ENLARC , D °'I° f�' ':` ° • ° ° ' GENERAL NOTE: o PLAN E° .' , , Q s. ..,:' I ak •_ . ' 8747 •: . ..e _- -•, . '. Civil drawings for street improvements, drainage and See › z\ z 1 •. I : {° ;r details. . o o I 1 _0":•.::•,•,1;aI I!P' I!, G G� ��1 �►+ ►+ $: ; 2 0 10 , ; – ;1 41 I - Sk% A See landscape drawings for planting. �r►o P t!, 7' LANDSCAPE SPACE •• :Cl",, � _ IE I 1. • V • 1 r TYPICAL a ..•..Y - � ----r _- - _.. --,- •� _ 'I � • /� '1111 -.Milli 8765 e _ II. I , • a,• i 0 1 I el• • •`I � d -- • :I . _ . 8741 L — •I•' �` a a I 11 T LANDSCAPE SPACE ° ;. _1,.4 -° ; 2 4 II it I I�' I'..: TYPICAL 1 ., "/' 1� CARPORT _ • I lr� �r� • L J — [TYP] j = F /l� 11 4 ►'� �r� �rA = .°:'.� c — — — — I I f;., .._ 1' PARKING 4 ►� ►� Zo ld, • pp OVERHANG `�� zo\ — 1 n t 411411111111 87711141allip " =_ PARKING WHEEL STOPS,TYPICAL 20'-0" EVERY PARKING SPACE 114.1'ELEVATION POND,SEE CIVIL DRAWINGSwP 100.2'ELEVATION - - 9°59'22"E 184.85' _ - _ CATCH BASIN Surface drainage shall be diverted to a storm sewer IB PGE TRANSFORMER r fl �,� conveyance or other approved point of collection o p111".4 :- - that does not create a hazard. Lots shall be graded 1111r1TRASH Qo >� todrainsurfacewaterawayfromfoundationwalls.- 4 ^ ' 2 ° '•' r The grade shall fall a minimum of 6 inches within the ENCLOSURE -, - ,' first 10 feet. ESHEET G5.1 r I: . FOR ENLARGED 2rlril -- -- d'1,t IR ----� \q- .c iv IJV 8' 0" ,4 DECK 0- 8759 Q•:6' 01. o PLAN 9 ,ka 8747 ` -� _ = o �, I DECK I • 4 S• • 77'-9" i 3' T 36' S„ 8, 0„ • . L . h�. . r 1 16 . _� - - - _ J� GENERAL NOTE. a I I l• "-a -/t r .a •.a d d. _ e! !� — / I O o I 1 a 4 Q t •; • •a 1' -o '•: I o .: a See Civil drawings for street improvements, drainage and I 2 1 I 10 � - d — Nx - - <-' details. 7' LANDSCAPE SPACE ' I / 1 0 � i' . - n� ao , d•:`b,: :',',.‘,.- ill Ci I o TYPICAL , = ,.. . - r_-�_. - = a -_ See •-.1."•1•._-,--� =- .r_ I _,l , . d 7 I o <,_.Q. landscape drawings for planting. Lo i DECK 8765 ':I ,� I I L. I RECEIVEP En : : : I 8 741 DECK ED I — ' -''.d. i, - I o ° T LANDSCAPE SPACE I • ` II TYPICAL NI- •: QCT ZOtfi ZL - - , - - - - a-. , • . • I A; I1.4_ CARPORT1 — — — — —� ^p ,4, !a, T ----- -- _----4 \ [TYP] 17 ,-.I _-..- 1' PARKINGd a A d..J 1 I/ I d• OVERHANG_ - _ - - - - - - - �e . F � S 1 a I, ---- I ;/ o I Q �[_ — _ J. _ BUILDING DIVISION 4 b 2V i� 4 o i FLOW ° i v 12 a $ �('] I • • •4 • • DECK L I I - -- I . • 0 [ / I 8771 - . - _I — =____= 1 N -•• - "� ,� L. I _. .. -. 1 DECK d .: 7 L - la L I I • r ," l 5' 3 ,l, •I ZI L _ : :i6 ° : r ,. J ' _ ' , 0.J •L I[ - -- 1' PARKING OVERHANG • 'I' -_ - - -.. a 9 I ka �,. 17 -6 •ei; co a 14 ti L DECK 1 • 'I: - �i A 1 q 1' 0 a 8775 I' 6 1 0 1 :$, o,. .'• 4 d. 7 I SOLAR �� 1 T 6" �r� • DECK ' 8729 L ;.. li 1 LIGHT ' is I ', r - 1 a b 8' -0"/ 36' -5" _ x: - r :_ • - — — — • a , X 4 6" 6' 0"• 1 T-6" 1 24' 0 a. 16 9.. 9,; 6 _0 _ 'R. - _ _ _ _ _ ,-- ) 1 r 1 EDGE OF BUFFER ZONE pf .::',--..:::-.,,..-.-..:1'-_ -:- r a f`111. .-:.-.1.:-. -.:'.\ WALKING PATH,CRUSHER FINES OR BARK ill - 8''-0" ' o I 'f a <l 10.� pEXISTING MANHOLE • 'l, - _DECK d � • `POND,SEE CIVIL DRAWINGS I - id5 : 9 '•- ' ' 4• .!' - _ b 16: cir , :., 6 8725 DECK •;4 -r a a' • 1 NN _ 5A ill.. .. . BUILDING A 180 FINISH FLOOR ELEVATION a_ •I°, l 180:TELEVATIOH.- 1� I ( [___ _ I .11- • • a 180 FINISH FLOOR ELEVATION BUILDING S • - J- 60 a •'d CO ° d -,44.1111Mr.r.'- ....'-- N _ , . co cir _ s 1'1 75.20' 116101ELEVATION ' .� ° IT ' �� BBQ `'' POND,SEE CIVIL DRAWINGS 'tet,' TYPICAL DOWNSPOUT /` i7$-Q' _ ° I LOCATIONS TO SHEEfFLOW = FLOW 1- - Q a ONTO DRIVEWAY ELEVATION = 1 r • RAMP 1 117 d' '" I PICNIC TABLE • 'JERRY J._ C: PARKING WHEEL STOPS,TYPICAL ° l - "'d EVERY PARKING SPACE • -. _ GRASS a. '• " .1377. , f __-..- _ .{ I .• '- - _ �'+�' � + OREGON BENCH 1-• -2-T=- - --f f6,� 8723 0:3 1 DECK FLOW 10/19/16 d4 1 / 9 r \ - j �a I, I •I d _ -7" 36'-5" $' -0" I \ -moi o�1 CARPORT- 18 1 *l'.a _ • i , 1 - _ - [TYP] I ` ` /—� p • _• .,, . L J . , . • Lu 1 _ - • L7 , r'n 1 d 8715 0 8'-0" 24' 0" 1 LI I ! DECK Ff da t alik,\ eAd. )a L _ 20 12 Q41i 4 > 4 .� @ L(-1 SITE/PLOT PLAN ° a :7' LANDSCAPE SPACE ° da. = r__ l'i=6:'-=== _�•. TYPICAL — d. .+ '.:'. :• e . ARCHITECTURE Eti 7.0 • SCALE: 1 . 10 O N 22X34 FL°W 21 a •- a- I DECK ! 'i ' ' a • , IN COLLABORATION WITH • •� • � 8709 20'-2" .10'-o"-:- -: NORTH ARROW \ �' 1 :20 ON 11X17 \�� GU EST 22 J'6' -o" r r • HANDICAP RAMP, • o r �_'.:1.4:.' I, a d; •_ - 4± 1 I2 SLOPE11 • 23 •_`°.� : - _ a ' ,: .:. t• 32 -0" GUEST I. `: I Q z MARTINEZ DESIGN GROUP INC. • 17'-6" i- '� 870 1 DECK I �_ SIDEWALK LOT AREA: 27,683 SQ FT NEW PEDESTAL MAILBOX I . , LOCATION I ° 2 T SOLAR LIGHT GU EST I • q '' r 14 180.5 FINISH FLOOR ELEVATION BUILDING C ! a d• • Hall Pointe BUILDING TOTAL AREA. 9,6 3 SQ F ^ CATCH BASIN , .,•..,._ �L - J POND,SEE CIVIL DRAWINGS Town homes PERCENTAGE OF COVERAGE: 34.76% 0 ;�_, - - - - b - - - - - AI IMPERVIOUS AREA: 15,404 SQFT 1n.2'ELEVATION o io , Q a ; Elb 8735 SW Spruce St. Tigard, OR 97233 / N b ill179.9'ELEVATION; : Project Number M 1512 ■ •• ' I Vlilil I lillll;_ill ill l�i�ili�il ij ����i1i�i1411011101. ��• —` LENGTH=S' y- • _d.. Date 10/19/2016 1 :44:02 PM NEW 1 1/2 D••ESTIC WATER r� II 0 N89°55'32"E 113.91' °' - RADIUS=7.85' METER AND NEW 2" DOUBLE ' "b'- 0" - a - . : • - q a CHECK VALVE ASSEMBLY , i - ,a : • d' , -Q • a?.d`. p Architectural '.'4 a I. - •, 'd" a _ d -1. - _ -•d-. •1 ! . •- • - - •_ d-•� e _ _ a a - - • .• d• • - •3+' .I.•4.aa.' a Site/Plot Plan NEW CATCH BASINS • . a:' • :' ._ _.;. . _ .4, -d_ -1 - . - a..-- - • . - •A . _ _ _ , ..:-a,. . _ -• :�• ,• , ., CITY OF TIGARD b. . -•` .,EXISTING 4"SEWER LATERAL �,. : '=, .d • Approve• by Planning to- ,....-;.: - S � ° I SEE CIVIL SHEETS FOR al A ���1., d• d �= ROAD IMPROVEMENTS ' Date: 39' 2" h. 13-8"• LANDSCAPE WATER METER Init. s: S.W. SPRUCE STREET WALKING PATH, CRUSHER FINES OR BARK Scale 1 " = 10'-0" I I PARKING WHEEL STOPS,TYPICAL EVERY PARKING SPACE `� POND,SEE CIVIL DRAWINGS PGE TRANSFORMER vii 1-- roA Ibi .....,,,,„,., IIIII illai Lilli IP „,,,,„ 0.1ffidv, . . . . . • . _ . • . ,.•. - • . ' At" . W Y."4°61111 1111 Or NN . - 1 - tri n, :,, ,L--U 4.! -44.- :1.. - 'i. Ti• - •:. •,•4•11 lipth ;� tallial �a ►� � 7' LANDSCAPE SPACE • 1 I J I •.I r 4 4 - _�1 P - - A - - - - • 1'-0":'•:_';7.4.•' I 1* il . - - .- ' if ITIO 9I - : - :r L TYPICAL - =I'_ _ �. ._ - • 1 _ • 7.4_ t l 11 � -_T LANDSCAPE SPACE ♦ . Silo, 3 . , 1'PARKING I it:-:721:.A: r TYPICAL n i OVERHANG _='P hil 4 1 To A 111 ia:\ r r Vtill : I I . I•P•... ri i ' 11::;:'' - 2' a _ ��� . . 4 = 111 1' PARKING OVERHANG '• - 4 F I 12 - s I 8 ;4 wij . . -_,- ---1- 1 •• •. mit . ._ _ .. .., I. . .: _ . vi,r4 r , . _, ... :1,4 f 1111 'I. `'•� is 5 I , 13 I:1,._.,;: ,_ . �W y ,_ _______„.._, _ _ __..t.:. „. ,.,,,. r . 1-4_ 1, 114 i � 4 _ •- i.. a; - ..'_ • -A' .. d •• i. fr • . hp _ nip v d- - L ley I. 4 .. :- ;' + - , NXIA 01 0 r1� 1� ":, 4 - :: _< 15 I. 10'10 r _• a �� le -41P vArli7 :---::-4:::..- r —:-I ' .:, ::!;:._-:1- g BUILDING A : : • Q lE, �, : :� ,� 1 5IIII . , $ .1 a BUILDING S a POND.SEE CIVIL DRAWINGS 1 1� VA I I licli I II I.I I rill I m I iiii I I I I II.I I I 111 I I FIN* BPI: •N.• ', - d , ,..� .a =` B FAN WALKING PATH • B _ Ili ..-:,_:.., . ', 1 \ It I• W. 1trit, � +ri�10, i�T.�\���!�' i 11�AA 1,t A , ��,44� '`f. :_ .- •• ark •�.. � � a ` -`Fro.,..•.....vi.m......... ‘.bt, &ALIN:M.1 . --� ..'�• _--..-..,-_,.-,._.� -- - . _ „• •. ` .�� 589°5fi'O1"W�7y5.20' - • 3 :YliAtogi 9 0 'IL I ': .' 7>• BBQ i Iv 1 B F_IjL.rii •- • • • • .. " AIM �(.,' ..i:, :- -- ......—,..... 1 4.** cr---....,.‘", POND,SEE CIVIL DRAWINGS BENCH ` 4k14 _ ��1 ;dy , p .. .„-,-..-,.,,,,4, � ZetY3 1101110 1P.Fl4 7f 4 ,q _ PICNIC TABLE .tii,M41 U i • . GRASS � q "_ }•4+ . r= - • .; •a 9114116 ,„,4 /,...........0. r isr,:.. i.:. 9 ' 0 Q6 CARPORT I. 1181 = _ a, mrP' -,, - r L I■ r 441 _ , . . . . _ __ :, • . .............., . .. LEGEND k_ - : • ._° a. ,,,,/ ,„:„ A �� :6 A BENCHES - 4' METAL BENCHES ATTACHED TO CONCRETE FOOTING 19 1 g = OWNER `l -, d_a B WALKING PATH - PATH TO BE CRUSHER FINES OR BARK AS SELECTED BYAph:.0„, i _ :�' _• .d -• _t aC PICNIC TABLE - PROVIDE 6 GREY RESIN TABLE ANCHORED TO CONCRETE SLAB ;. — ��D BBQ GRILL- PEDESTAL GRILL ON 2-3/8" M1N POST SET IN CONCRETE I �'-� 46. _ :+ • r" ve :::i 4( • idiudb. > F� OVERALL SITE: 27,683 SQ FT f • • — — — - ��. 201 .-.‘ ,.-,-...-,,_ 12 - a : , ; �_ - LANDSCAPING AREA REQUIRED: 27683 x 15% = 4,152.45 SF ' . . a• 'LANDSCAPE SPACE ►��►�� B ; ', LANDSCAPING AREA PROVIDED: 5,104 SQ FT �� ��� ARCHITECTURE OPEN SPACE AREA: 2,816 SQ FT 1\11 .�I _ ,�:,_ TYPICAL - DECKS/PORCH: iv 21 �I I - _ - thi IN COLLABORATION WITH r 1 FIRST FLOOR-784 SQ FT I I .� r '° '` . ' ♦ ' SECOND FLOOR-490 SQ FT / ' 6° •• •N. ' ,"' TOTAL: 1274 SQ FT • :. . ill \ . GUEST 22 j:' \ . . Illipp _, - a im t, •' - 23 aI a ., , MARTINEZ DESIGN GROUP INC, .•.4 s -ow* GUEST - 'I . s - � , •• +LANDSCAPE : .: , . : o I•_ - : BUILDING C FENCE. El [ PP •....-'.::::„:::::'" HaIIPointe el-}3) •� GUEST ��� " _ • ±SCALE: I"-10' B lald ,►k • • 4 .. �, ownhomes `'�'—"'-- , _ 8735 SW spruce St. Tigard, OR 97233 `� 5 j 4 �1�► � 10 '► . a SIDEWALK N Irlytip �► �� Project Number M 1512 _ _ _ ._. ► - _I1„a ICti„,,,,,1,111 N,.4.,1"Iil,1111,,,„� _ .ice �t_���. POND,SEE CIVIL DRAWINGS :.- 1. . N89 55'32"E 113.91' o � -d .� =-_i s iI h� - I� wr� ~ r ���r,� Date 91141201612:11 :14AM rim•. •_ • hi, :. • ~ • ` � �. 4�•- - •4 - .< �� . N .: • •; :^ , • Landscape + Open LANDSCAPE WATER METER{ '' :a� % ` 4 a + e •. f • - Space . h • _ _ .d; • ._ � , - • - _.a ,.d' .' � _ - - - B�NCH -d. - - . s,• i .4 - _ .4 .- NENTRY LANDSCAPE • 3 • - d - - • a _ - ♦: • _ . A • _ - -• '• !, '' - i' • "_� - ., a_. / ... d. _ - ` ' •d•.< _, i0 . 2 �, �_ RIGHT-A-WAY OPEN SPACE • .i:' ,� - • d• - S — 'e 8 ;• Scale As indicated S.W. SPRUCE STREET a__ )1 ,( wC_ l j R3oa . a . D BUILDING B AREAS BUILDING GROSS AREA [HEATED] SEE CIVIL FOR GRADE ANDi"-- FIRST FLOOR:2950 SQ FT STEPgg FOR EP CH UNIT BUILT IN CABINET SECOND FLOOR:3000 SQ FT 3' 0 1/2' 3' 0" TOTAL:59:HkS0:8R FT FLOOR ACCESS TO DOTTED OUTLINE OF CRAWL I 1 1 1/2" WALL UP TO 8'-0"WITH SHELF ABOVE,CLOSET ONLY DECKS AND PORC THRU OPENING CLEAR WALL MOUNTED ATTIC ACCESS, 22x30 CRAWL SPACE FIRST FLO4SQFT• _- ••• PE BIKE RACK+ BIKE � ISECOND :490 5Q FT WAPIVIVIW �iW2PMM Ii1211P2 IKVI AP11ilkl&•���VZPAPAP►&VAPI�I'�r�I4AP��..V..V.:V V2M�..IVA API1PM 0101Pw� - - �-T-�.' UNIT GROSS AREA isinni kIISr�iw����L•r ;iff �����.iW7��r�O�� ►��7��_ ►k�_���7 �����_F4T-.►�... _ ,01�'Irw���7��AV. .0•i ► \ �..1�����►����������e���1��� �'��������5 ����� �������` ��� ��� I �', �=�i�1-� \ FIRST FLOOR:590 S Q FT �A ■w�ww■�� j _ ■�■ .y !�# �,� I / i1 ` i1 �II a Ii ������ .� Ei4 11I(,0IH �- - / I f I / —_ SECOND �. MEM ROOF ySCO D FLOOR:600 SQ FT -- -, ii;==r ' I II II II II II 6 _ Ig121 e I i. !rim , �, - !-II 4 BELOW ------- 4 1 I /t / 11111111111.1111=11111.111.104 i :Sial I / a�9 TOTAL: 1190 SQ FT 111.1WMI CLOSFi' 0 .. 1 II II n u it ii ii n 07 _ I 1 I I I I I I I I I I I I1 , �■ 1 / -STORAGE ~ 4 UNIT NET AREA BREAKDOWN ;' en u u n u n u u u 11 1 BAT ~ CV r -` / I I I I I t 1 I I I I I I d± - - a / - 1 ENTRY FIR TFL R -r I S 00 305E ��■ 1 1 II li II II II II II II II \ , �r I I I I SI A' RW Y I I I I I W,I,C• 1 • imumnib I -IL-Il- JI__3L_ STORAGE - - - - \ W.I.C. / CLOSET ExTENSION 2 LIVING ROOM FIRST FLOOR 166 SF _ PA �G 4.0\ I I I * I I I I I I OPTION 3 DINING ROOM FIRST FLOOR 118 SF ~ r�r�t. _ Iiia © !�iiii �� �6 .. O 3 1 ------ \ — /� $ I��.� . L .. ..m. .•N F14 ® \� 4 KITCHEN FIRST FLOOR 171 SF 4• im , a ,inim 1 --- I I ° ' \ 19SF °' ' I * . • •. 4� 'e,_ 71 ®I�■ I�IeL �_i_ l�LESS FIRE PLACE 1 1 I - ° . . %!I.' 7�1M..-M�MINE 1 f 1 ^l I 6 .: ;•$$-Q"- e — 1 •I LOW WALL , 8 STAIRWAY SECOND FLOOR 505E .�— . 5'-1 112" I I "� KITCHEN a — -� _ ,111W--\ HALL 4' 0" 9 HALL SECOND FLOOR 47 SF 71/ 0 1 I I I 11 ..�� `" .4 "� °o°oo 4 / �~i/\� \� • FINIS I � 10 UTILITY SECOND FLOOR 13 SF SF ' • -'4 G-3.0 _li, I I i 1 a - - •.`•, ',•- ° - G-3.0 a°°o°o I O 12 BEDROOM#2 SECOND FLOOR 11 LINEN SECOND FLOOR 147 SF 1 1 i� FINISH i 11 ■�E1 in Mil �w/ 2 I I •:a 1 a ► �'•••� �(�] rH} i� 13 W.LC. SECOr3p FLOOR 72 SF 4 \��J `—��J 14 BATH SECOND FLOOR 37 SF iI EE=1111 SHEET3 1-G-4.2 - , ` CVZN 0000 �� ,EOR KITCHEN ELEVATIONS°' gam= 12 � i 17 - 15 BATH SECOND FLOOR 51 sF O I LIVIN`-' ROOM Nkg Pr' I 4 • - p. _� rrEl❑ •�- . /J 16 LINEN SECOND FLOOR 6SF 3 _ 1BEDROOM #2 0r 1 17 BEDROOM#I SECOND FLOOR 1445E I a. �� ,!' a i/2° BEDROOM #1 18 W.I.C. SECOND FLOOR 22 SF 7OIo4 1 I T 1/ L� l'-4 1/2" i \ 19 STORAGE SECOND FLOOR 5 SF CLEAR i 0 I DINING ROOM1 4 •.• 11 �° II c+� RAIL AND DECKWG WINDOW AT END UNIT ONLY 1 �/ °IPS ® / 1 5 _ - RAILING - i_.. `9 10' 1 1" I i AT BUILDING A ONLY VI. . r � 1 � �= B � � � � _ � � Wolf Types tiNEN/ 1 I I 'PT* I Ilfx i o WINDOWS AT END UNIT ONLY I 9 4 , o � I immi 4 PLANTEi? r ,.. "' �■ ;; ; '�,'lllll BOX 4 I BATH �' WOOD f=loor Plan Construction �. ���� "" NEI •"• I �`�� _ _ . _ ' DECKING Notation. Assembly J 4 7' 6, 1/Z' l'--"A' S" \ \ ... - / - MEN6. 1,11• ••• •• IMEMINF / 2'T •--- _ _______ ____ / /fA 2x6 Wood Frame:With R:21 minimum MEIMIIIL --111111111 0 �.�• 1'-0" 12'-0" batt insulation, 1/2" T-11" 8'-0" 12'-1" 5'-0" gyp board on DROPPED EILING L G-4.0 / / A / / - / / interior, 7/16 plywood sheathing and • \IF © G-4.0 siding or Cedar Shake where noted on exterior.Stone base where noted. 4 2x6 Wood Frame: Interior plumbing wall with 1/2"gyp board, moisture resistant gyp board on bathroom side. • 0 BUILDING B _ Enlarged First Floor plan lel BUILDING B _ Enlarged second Floor plan ��������I.► L r1 k-1,„ piar _ 'it iii!airi _ 1 1 1 /4, 1 '-0" 1 /4: 1 '-0" Double 2x4 Wood Frame Party Wail: 2 layers 5/8"type 'X'on residential side, 1"airspace between parallel studs. 21'-0" �-�--//�.�j� I. . . •, / 12x4 Wood Frame:Storage wall with 5/8" - gyp board an interior+exterior,7/16 0 © .. - \ plywood sheathing and siding on exterior. \ \ ■rr II%1i1i1/1 _ - _` 1. -3 %1 �I. �#li►.9,% 1 1 � ?� 1 % 1.11.- s { 1% 1 1 /'1 1 ►� = 11,1,1, I 1 � 1 , I I%11i111iileil 1 -.� _ ' ! - a , 11!�1,1 1"U • I■E■■MIE■■■I � R _ •: / ;-� -� 1 - 1 ! 1 /•r-_.:ter.:=___-_._ �i n p i 101_17 J Q 111 - - - - 1 1 1 1 - - - - 111"1 . 11 / L1, - _ . I / l:r- �L/� 1 li i 1 Ii1i , �D C 1111111 I '1,/Il,r,l1%1i, _ •,, 1 ._-.� y'%4�= _ ___ ,_ i'. � .,.,,..,..,.,. Frame: Interior wall .1 a I I I e ► - Ir _ i_II_ 6 Illilll 8 13 / / JJ , r# g� 2x4 Wood 15 hy11 .2-L11i - ,• 5 __ . 4_ -Jr-_A rd's-== -_ -._ rwith 1/2"gyp board bath sides - fail Q . 1©� '4 �Illllfll Irl %1 1_i_►, 1' �______=_______=_=_______________�.ctrr�r �_w.�_u / ° \ 11111111.1 1V II��'llil'1l111 � ___ ' - - _ _,- r==___= '''H.44tiFiWI'''''N • 1.••••••••=.....1 hp-- �_ 1 l!/ I 24)0 O • r _ -�_g..� �1 - - J !! r ! ! ►�___r�.____s�r- 1 I I B- pV - - r ^ _- lO - lIllll�#=� �r_- �r`�-�_.ter - - - LI I n 11 1111 ===�� ,_ l '1i1'1'�'1�1----r-F=�-= --__ ! 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'-_ 1�I�► L J i_r_ 1111111111 I 13 ® �!!.i1�1111if !a �.i 111074,01,==-1%.."=2".7.:..5====, �`(J / ��■■■' I��®} 1 1 \ ;111 x,11 D 0 1 . • �Ir1.�;1 11 1 ` pjaigWOMMIMIMM•IMIaMMITMW p h 1-e-_,-,..e- g=__ _ _---_----_ Pp� OREGOH ,ti1 1 5 o i�,/�-11- • r• ..__����li • 1 O rJ _ . . . r 911116 __ormmulstrumalmemmommomomm __r__rr ._rr__ar_r. ' 1'r,-; ---- i 117. V. -' . 0 ' i I B-2 iV I I ^ .,i - ' 0 Illililllillh� -=__ �. • J bj r `I YisY�: , �r r ! ri i21i11/11�i r-r >, p"r1 asps7'-0" I 10 -.' ,10%11,. 1 I ,1,, it �, ortP/ 4r Ire 1 1 / 1./ /9 !, o °• • . .1'' Ill%Illiir. • I r r in a Ii� '! iil�41�11//1.%4Ilii_- "' ` A 21 � .I /-::14 I 1 . . � r' .1 / r ,I rrr■ 41 /b A 1m1 '1.1 . ir/ b / . II • f 7 , i . 1.1 1, 1►� 1 1.•/_. la%alr.aL . ��I aF Al.►.Ii �/ [� ��1 Ai 1.1■1.1■.E raiz1.-,�� .�_-... - _ _ \ 1'!'1'1 _ I e I ►/ f rr i . 1 , --• �, r i i i r i lira I I I [� �I,1111giiiIill� '1'r ' 1 70: 'V�,' ir" p,"!5' r'i/-/►'! 1 tivv`_=-� — b• ; -,....3, ■��h�© II I OI i1 i i �I J�_ © 6 1111111 - - - - - - - - '' Irl 1% 1 i 1'1 41 / - i _ 1 1,:i;� 111 / / III: , •==' __�_.'.� -w157234I�III�►_ L r �I_i_ .� 'I'1'll I 8 i i 1 Slifilil/ill%. ,r�/',, 'rri=lrl'�==�- �_.1 1 1 1 �L 13 I'i Irl1 1 Z'■. r ""�- 1 l 1 1 i. .i I./.1, - - 11 -�%■-r_eri�r__3_is%sew__ - e d_a .. .„ ._ ~ - �� ' I/ 1 ©} 4 mpg, \ , 4 f11;a�1;1;1;1;P 1 _-s ' �j1' -_- - ==_-�___�= z l,' -1'ila 1--1 1 1 1 1• 1 1 I r O CV N' �I.-.-li'�r.'� 1 O _1..r' �_:::::::::::::::::::•11•: d, 1 1 I s* `26 ® ® am _ :—__ ___ _:� � .i -� ..i--_n_ <0 O)40.10,•• lib I I I o �� =•� II • - �w.w�i�w..i� �- Row:0 'O - ^�- 11 � !�______________- - ;.� ^ x 1 11 a. ������:•• _ _ LIN r2-�- 1lllilli�l�i�r1=____—_. audb �- �_►__ lir •• .0 0 1/ LI • B ° 4 T 1. - ''p 1 - - 1 Po,- --r-F1141,- -- �1, I�f'/,1�/�Ir',��1�iw�is o :"- �y 9 - 14 . � i ARCHITECTURE 1dr 1. # �,� �► !!liEli�,yiil//illE in tr - I- 1 Or . 1f1,12i / 1 /- L� 111 �I r - _ S \ L f, I�_i•I �liai/, 1 :� `� Cr .O. ��1� �� � .. � . r „e--_ -- 1111 ! ii i >,:/ : ...,.a�T► : 1 /- 1L`J1."! . �-! ..>s-=:_ :, 1N COLLABORATION WITH a .rF �19�=r=r lila I Nil (, 1IIir1.1 � ► 1 ` �I. / r i 11---- 1 I I i i /1 ';" / b /' .'!y. /' 11-00:1,1 -r•,_ra.�;:mss; ;a ►{ Illi _ _ZT•��..r_��I�II:�� 1iI i7i11/2 I 416 © 1 I I I • r►' 1 % 11 � r ,.' ,sem-- - .:�i "w � I , � 16 i I I f 1!i l ! 1f1 ,' 1 I �!1 -- �' r . _ � �'�I�I�I�► 1 J_ Zi_i- r e / `� ��r a ■� Lt —,..■._.� — lilllll i 8 J 13 115 b�l%i1111�11�:1.. �.:�' 1 ' - -_ ,..r .Su ° r-1—� 3 �' ( 4 ll 1,1{1,111 \ Illlii'I'IIII11 __ __ ■ FII, -F _ _ _ 111.-11n..- ---- — 1 l 1�■■■ 1 1 1 1 Illilll \N•001/ ' 271 14) - ',4, •r.......m. :7 • Q - `-a_ . _,,, .........._,..._..._____ ......„..... 1 ::::::::::::.;_, --- - IfO - -li _- lllili,l i•_—__ _ ___-• ,I B-4 a , i1ED I I 1 `' = - R' _- '!'1111111.1'___.:___.�F i - r E 111 i 1r.—__��-= MARTINEZ DCSIGN GROUP INC, I r��-'� 'r ,� 4 tri. 1.64 R•A r ■r1-t'��11�. 1/i�ys � 1 _ yri yir it - 1lllt�ll��liilr�lil/11, ]►'vy I , I ° 0 �� ' �'iril�lr l _ _ 1 ,�,1� 1 Ir111 it ill-%�/�/I i , lrr l r �!,!, / Arta I►� 1 i i 1 1 1'bI_.�•��r,= �.:I�lrl�l : ���" rJF�I�' r' F �Ea!1�.:111%1111., -•._�_�- f-I - i1f1 i - I� r•- 11W=i' r'i I F112' i E - — — — i i .. I . . .• kilpiiiiiiiiiirml t lid yll91 f� � ,.i I p1i '� s . a i I II I I• • •© 1 I r1 -�,._,i_ L11 8 I1 15 �51 5 A P L_ '�� v� '�i -3 ... 9 13 'I �i ' ` - � , �� ,Ir ll l no.-,--� / \�'' .. - r co Es5is �%� sr �malur Town homes ° 1 1 I I 1 1 1 1 111 r -r••. \ - ...�.:� 11 _ _ _ _ _ - r= 8735 SW Spruce St. Tigard, OR 97233 I I I I 1 . rr__ - r - - _ I1 r= ------------- — 5 BUILT-IN CABINET 14) ■--- - --I o 22 WH i v. �" ; ._�:.:.:;:�. II ^c l - _______=.• ^ I ig I _ __=_ ,O" -� _ ,1,r,11 �;=_____,_—�:._�:--. N Project Number M1 2 iI I J E -• _ - 1 'i- lir 1 ! ! ! 11 ---___ MEMM __ I I B { sa: ry - _ _ !ae. , (� .._ _ -40:1-pr /Rse . �'■ r � 9/13/2016 11 :45. 19 PM v Q ` ��,.'! 1 : - ,pr xe m i ! Gl!%11#�i,.!!i Date :'%!1111/ r fr. - N' • !�i!#! ,.,-rx '�3 � 91 r � � � , r 1 % 1'1,1 1 1 �y l•1 1 i '1 001 •' 1 1 . ! 1'1,1 ! 1 G C l3l 4 _r i 1/10141Fird l' ,��,I �� 5 �� -� - rF � .�',,��lil�ill f1�1i1�1iGiE� \ \ \ il.hla !. ' � I l e-r • ki... iU1,•'SFi.05�alal%idle15lilililiili%4 Building B / 5'-2 I' 2 36' S" / deli. BUILT-IN CABINET0 ITt BUILT-IN CABINET �f ....,... NO ROOF PENETRATIONS WITHIN 4' OF PARTY WALL LINE V//1 ill BuILDING B _ First g ....A 1 . 0■rn 440 - Scale As indicated 1 /8i r_ 1 f-0" 1 /bra_ 1 '-Oil 1 -I 1Orf1�J \ • • • ------_--__ _-- :T,==,==,==,==,==,==-,=='e. -_ -------- _ _ _ -- - ----- _ - - __ r-=z = -_ _ - __ ____ -1 - - _ _ -- - __________ ---- ---_ _ ---- __ - --- __ -v_=-_.--- --`- - - - _ te _ � '�='==J�===____ R310 EMERGENCY ESCAPE AND RESCUE OPENINGS Door Schedule Room Finish Schedule Door Door Frame Ceilin Base R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one Mark Level location Width Height Material Type Comments Elevation Finish Material Number Name Level Wall Finish Finish Floor Finish Finish operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue 1 FIRST FLOOR 3' - 0" 6' - 8" Fiberglass 6 Single Flush A Paint Wood 1 ENTRY FIRST FLOOR PAINTED GYP PAINTED GYP TILE WOOD openings are provided they shall have a sill height of not more than 44 inches Panels 2 LIVING ROOM FIRST FLOOR PAINTED GYP _ PAINTED GYP CARPET WOOD (1118 mm) measured from the finished floor to the bottom of the clear opening. 2 FIRST FLOOR CLOSET 2' - 6" 6' - 8" Solid Core Wood Single Flush B Paint Wood 3 DINING ROOM FIRST FLOOR PAINTED GYP PAINTED GYP CARPET WOOD Where a door opening having a threshold below the adjacent ground 3 FIRST FLOOR DINING ROOM 2' - 6" 4' - 0" Solid Core Wood Single Flush H Paint Wood 4 KITCHEN FIRST FLOOR PAINTED GYP PAINTED GYP TILE WOOD elevation serves as an emergency escape and rescue opening and is provided 4 FIRST FLOOR KITCHEN 2' - 4" 6' - 8" Solid Core Wood Sliding Pocket Door C Paint Wood 5 CLOSET FIRST FLOOR PAINTED GYP PAINTED GYP CARPET WOOD with a bulkhead clearencopenssure, thegbulkhead enclosure bysi comply with Section 8310.3. The net opening dimensions required this section shall be 5 FIRST FLOOR KITCHEN 5' - 0" 6' - 8" Vinyl with Glass Exterior Full Lite Sliding Door D Paint Vinyl 6 1/2 BATH FIRST FLOOR PAINTED GYP PAINTED GYP TILE WOOD obtained by the normal operation of the emergency escape and rescue 6 FIRST FLOOR STORAGE 2' - 6" 6' - 8" Fiberglass Single Flush G Paint Wood 7 STORAGE FIRST FLOOR UNFINISHED GYP UNFINISHED GYP SEALED CONCRETE WOOD opening from the inside. Emergency escape and rescue openings with a 7 SECOND FLOOR BEDROOM #2 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood 8 STAIRWAY SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD finished sill height below the adjacent ground elevation shall be provided with 8 SECOND FLOOR W.I.C. 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood a window well in accordance with Section R310.2. Emergency escape and g 9 HALL SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD 9 SECOND FLOOR BATH 2' - 6" 6' - 8" Solid Core Wood Single Flush B Paint Wood 10 UTILITY SECOND FLOOR PAINTED GYP PAINTED GYP TILE WOOD rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. 10 SECOND FLOOR LINEN 2' - 0" 6' - 8" Hollow Core Bi-Fold I Prefinished Wood 11 LINEN SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD 11 SECOND FLOOR UTILITY 5' - 0" 6' - 8" Solid Core Wood Bi-Fold F Paint Wood 12 BEDROOM #2 SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD R310.1 .1 Minimum opening area. 12 SECOND FLOOR BEDROOM #1 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood 13 W.I.C. SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD All emergency escape and rescue openings shall have a minimum net clear 13 SECOND FLOOR W.I.C. 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood 14 BATH SECOND FLOOR PAINTED GYP- SEMI-GLOSS TILE WOOD opening of 5.7 square feet (0.530 m2). 14 SECOND FLOOR BEDROOM #1 5' - 0" 6' - 8" Vinyl with Glass Exterior Full Lite Sliding Door D Prefinished Vinyl SEMI GLOSS Exception: Grade floor openings shall have a minimum net clear opening of 5 15 SECOND FLOOR STORAGE 2' - 6" 6' - 8" Fiberglass Single Flush H Paint Wood 15 BATH SECOND FLOOR PAINTED GYP- SEMI-GLOSS TILE WOOD square feet (0.465 m2). 17 FIRST FLOOR KITCHEN 3' - 0" 6' - 8" Insulated Metal Single Flush A Paint Hollow Metal SEMI GLOSS 16 LINEN SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD R310.1 .2 Minimum opening height. 17 BEDROOM #1 SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD The minimum net clear opening height shall be 24 inches (610 mm). 18 W.I.C. SECOND FLOOR PAINTED GYP PAINTED GYP _ CARPET WOOD 19 STORAGE SECOND FLOOR UNFINISHED GYP UNFINISHED GYP SEALED CONCRETE 8310.1 .3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). Glazing R310.1 .4 Operational constraints. 3'-0" 2'-6" 2'- 6" 5'-0" 2'-s" 5'-0" Emergency escape and rescue openings shall be operational from X /� , , 2' -0„ / / / / / 1 , 1'-3° ,}� -3" 1'_3�' 1'-3" the inside of the room without the use of keys, tools or special \I / / I 2'-8" 1' -0" 1'-0" knowledge. / \ \ \ \ \ \ f ,� ! / / 1 ! iirii' ! / // ! 1 1 / 1 ii= 1 II11 7 I l 1 / I ! 1 1 r 1 / / / // // / 1 V / r ! --� E n r / \ 1 I IT °° / °� j °° CO /I co ! 1 1 / = I 1 n _ _. `" - 1 I / 1 i S i N --= I. \ \o \O \ `0 11 1 /1 11 ` ,� `0 11 y 0 I , 1 ` - 3 j 1 1 1 1 1 ti \ r _ -. \ ! / Lam_ W i 1 I 1 I / ` S I II O! / . �1 INN \\ 1 I !1 ! I y 4 , 1 rr C� JERRY J.MR C . i _ _ �. \., ni » 1 11 r r __ -\. 1 14,10-3 t \ ' \ ' ‘ Vinyl 914116 Q A B AC D E F G H I % OFO�� Fiberglass 6 Panel Flush Wood Door Wood Sliding Full Lite Sliding Flush Wood Door Double Flush Fiberglass Door Single Flush Single Flush ' with Peephole Pocket Door Door Wood Door Wood Door Wood Door Elevations Door 0 1 /2" — 11-0" e ,-scl a 44. 44( ,+ i� V ARCHITECTURE WOOD TRIM IN COLLABORATION WITH 5'-0" 2'-0" 11.1118 2'-0" 4" 2'-0" 4" - likl1/4‘„\e/ / \ WOOD TRIM 4" 3'-0" 4" \N / MININIMI - Mil I _i_ 4_ Window Schedule 2'-0" VIARTINLZ DESIGN GROUP INC. COMM Mark Size Type Elevation Material ents Hall Pointe , n v La b b v in 1 60" x 60" !Custom-1 A Vinyl Town h o mes SLIDERLI b 1 LI 2 24" x 60" Double B Vinyl Tempered 8735 SW Spruce St. Tigard, OR 97233 N Hung ' 3 24" x 24" Fixed C Vinyl Project Number M1512 4 4 4 36" x 48" Double D Vinyl 4" 4,' 4" 4" 4" 4" Hung Date 9/13/2016 11 :45:26 PM 5 24" x 48" Fixed E Vinyl Tempered A B C D E F G H 7 24" x 48" Double G Vinyl Tempered Building B — SLIDER SINGLE HUNG FIXED SINGLE HUNG FIXED NOT USED SINGLE HUNG SINGLE HUNG Hung Schedules TEMPERED TEMPERED TEMPERED TEMPERED 9 24" x 60" Double H Vinyl Tempered WITH GRID GRID Hung 0 Window Elevation Scale 1 /2" 1 '-0" 1211 = 1 i^Or: B -A6 . 0 - • 1 . Electrical plan is schematic only and may vary within owner/contractor preference. The electrical contractor shall insure all work and fixtures meet minimum requirements for any and all local codes. 2. Provide ground fault circuit interrupter protection to all outlets serving kitchens, bathrooms, and garages a. Exceptions: Refrigerator outlet, and additional freezer outlet (located per owner's request) 3. Smoke alarms shall be installed in each sleeping area, centrally located in each corridor accessing • sleeping areas, at each additional story of dwelling, and at any ceiling height change 24" or ' i 1 x x x p• i 1411 ■'� - x - - - x greater. Alarms to be hard wired and have battery backup and be interconnected in such a �`�'` '���������1 • • �� •••���� • -''� '=�� manner that the actuation of on alarm will activate all alarms. The alarm shall be audible in all - I- -:-.- I, SiI II EI II 11 it II II I I I 1 10 Li S. . •-A $ ..� € c BINET II I 11 II Iy-, ,I1 1 6 _ _ bedrooms over ackground noise levels with all intervening doors closed. Smoke alarms to be UL "" `Q�e ' u u SE Nrt'T9121 I I I br.4`‘' °'+,� -°—"asea- . ; .� _, ■� I� III3 ,I II II II II 1 1 1 I I 0 �r AT Mr' i _ approved and a minimum of 36" from duct openings. •- / II II I I{ I I II I I I I I �' _ Q I II112):�1WLL 11 1 1 1 1 J Zs STO- GE DOOR BELL+ 7,,,� " 1 I // O ?-1�_u__ _ L. 1�_ ` ,r — .� 4. Mechanical design shall be provided by others. See heating and cooling systems provided by TRANSFORME ` NTRY `�• J ■■i �'������� -.�. 0 ■�� a : ° mechanical contractor / designer. Mechanical contractor to confirm all systems, sizes and Locations ° '`• . ° 0° I ; ; -� " : a' prior to gyperete or concrete pours. " _ � I I I I cp 4 O . 1 _Q` .-p ..,,, t � I 1 I KITCH ` 4 5. Lights in clothes closets shall comply with any and all local requirements. I I I 1 I I e' e a4 1 I ;o �o • a • ; — 4 .. 6. Provide electrical service for heating and A/C systems to mechanical contractor's requirements. . e L G !OOM I I ; I u_ — 4 ' 7. Provide dedicated circuit for microwave appliance located by home owner. 1 � I I I 3 I 1 � � '. _ : � p 01 ( ) I 0 1 D.w: `.-, i ' i DINING ROOM Dlspos O Ii 8. All branch circuits that supply 125 v. single phase 15 and 20 amp receptacle outlets installed in habitable rooms shall be protected by an arc fault interrupter listed to provide protection of the I I I 1 � \ entire branch circuit. I ! 1 I I rtn 1 I I ; I +�'0 r FUTURE A/C 20 AMP SEE NOTE 20 ' I■■. -- 9. Provide weatherproof ground fault circuit interrupter protection to all outlets serving exterior of (11 O '■■■ 0 Gri 0 G i r�;� --�GF R N i I■■■ « dwelling. SWITCH CONTROL RECEPT.FOR 10. Electrical contractor is responsible for ensuring that all electrical work meets or exceeds all SWITCH CONTROLLED RECEPT.ABOVE CABINETS DISPOSAL RECEPT. 1/2 HOT FOR requirements and / ora applicable buildingcodes. Ifplans do not meet this requirement, notifythe FOR TRANSFORMER UNDER COUNTER LIGHTS DISHWASHER q pp q designer of any corrections needed. 11 . At electrical panel, place (2) full height studs on either side of blockout. Wall top plates to be ELECTRIC PLAN FIRST FLOOR Co continuous over box blockout and support studs. Max blockout opening width is 16", actual rough GI BUILDING B ■. . CARBON MONOXIDE DETECTOR opening width is 14.5" SMOKE DETECTOR 12. All outlets shall be 12" from finish floor unless otherwise noted. All outlets in kitchen, utility room and 1 /8"_ 1 '-0" garage to be 44" above floor and to be ground fault interrupt protected. 11 13. All electrical wire to be minimum NM 12 gauge per code. Outdoor lighting to comply with NM night WALL MOUNT LIGHT sky protection act. 1/3 of outdoor lighting to be timed, or contain sensors. 14. All fans to have 2 wire leads for separate control of light kit and fan motor. —0 — SURFACE MOUNT LIGHT 15. All switches and receptacles are to be "Decora" style in white or ivory. + itio,„ s 16. 2nd floor bath's have 3 wire leads for light, heater, and fan. . JERRY J. EAKER Aik. .&.A. ..&A...46. Ak Ak!. . .16!.a. .A.Ah,.46.41i.A., ,,&,&. ,.1 .4\.. 0 RECESEED LIGHT 17. All bath fans to have timer or mechanical cut-off switches. 1 i ,,,,4_0"--3 -- a ��. a����- - -�_�-�� - - : ,t3�*. 1�:� �, F--------'7,--------------,/, n 1 OREGON - - - - f W.I.C. STORAGE - 18. All electrical boxes located in or penetrating 2 hour fire rated walls mustiri IMiall I IHIFHJ1P'11111111110 1 - 1 - 5 3 be listed electrical boxes of anymaterials provided the boxes have been 9194116 Q -a I O I r = THREE-WAY SWITCH ---- , 1 I ' I 1 - tested for use in fire-resistant-rated assemblies and are installed in OF O _----- 0 I ABOVEDOQ I 1 I ABOVEDbOR .,1= accordance with the instructions included in the listing. `___ - - its Writ / i siw $ - - - `� SINGLE SWITCH - - - ul III ]9. Such boxes on opposite sides of the wall shall be separated by one - - - 17 of the following: _-_- p HALL n� A OR a. By the horizontal distance specified in the listing of the electrical boxes 000. 12 ® /\�/\ /\� _ - BEDROOM #1 OUTLET - REFRIGERATOR b. By solid fireblocking in accordance with code section R302.1 1eda 00000 0CD j'OM ► CO c. By protecting both boxes with listed putty pads MOO • 0000 BED #2 INEN �v/ou ILITY ( j_e� d. or by other listed materials and methods0000 '0000 0000 00000 �IIIIi Doo°DD m_ �k111Y 1♦G- DODDDr. , .► I I a. OUTLET - DUPLEX, 112 HOT •20. Location of exterior meter head and service panel box. ' -000 n !/ ll rl , DODD �00 �_ I I I 3 0°0= II;���� I 21 . Location of 125 ampsubpanel with 3' minimum front clearance. DOD tilikt� -i- =AT I I lil p/ I - - 0- OUTLET - DUPLEX ARCHITECTURE - 1_ 0 `LINEN/ IN COLLABORATION WITH I) ,, BATBATH / / / 1 • I. I► u2-1lu GFI L 4--,1 _ • • •' - V,--1 . _! OUTLET - GFl /Jfrf 1 /. / N 220V RECEPTACLE ill BuiLgitic B _ ELEcTllic pLAN sEcoNg FLooR MART1NL Z DLSIGN GROUP INC. WATER PROOF RECEPTACLE 1 /8"= -0" - -� Hall Pointe � � EXHAUST FAN L_ _J Townhomes I 8735 SW Spruce St. Tigard, OR 97233 Project Number M1512 SCI CEILING FAN Date 9/13/2016 11 :45:28 PM IBuilding B - Electrical • ELECTRICAL LEGEND B _ Ei . 0 1 /2 _ 1 '-O" Scale As indicated 1 . All material and workmanship will comply with the latest state of Oregon plumbing and Mechanical Specialty code. 2. These drawings are intended for sizing purpose only. Offsets may be necessary for structural conditions not shown. 3. All exterior penetrations by pipes, ducts or conduit shall be caulked. 6 4. The clothes dryer exhaust shall be at least the dia. Of the appliance _ w outlet and shall terminate outside of the building. -. ♦L♦♦ ♦w♦w♦•w♦♦♦ .... Alk. ♦A♦♦AL♦ ♦AL. ALAi♦♦A♦A♦AL♦�������,.�♦�♦�♦�►♦�♦♦� —.Zit. /--_�/—�� ---�-' • 1•,1 i ' : ''', I u —II II —li— — u— II1 ; = 5. Contractor shall field verif all dimensions and conditions and inverts :a I II 11 11 11 II I 11 u 1 1 1 1 1 1 6 y a : 1 , c�,B:r�Er 11 u u II .1 II 1 I I I — �y prior to starting project and insure the indicated piping slopes are I CLOS 1 , 11 I! Il 11 11 II 1 I 9 I 1 6 o d " = I 1 ' I 11 lI II II II I ' 1 + = 'T adequate. Any discrepancies shall be immediately notified. ' '° = 1 1 / 1 _1ir • 11 If —L—II Il II II I 1 1 1 1 STORAGE ENTRY / / ,. Jim 6. All exhaust fans shall discharge a minimum of 3'-0" from any building a - i, I opening. I I I I ,a _ I 1 I I I A , , • °'e <•_ 1 I I I I `-F �•; opening. ;-.•-- a - ;,a `� - IKITCHEN - ` Q • 7. All metal ductwork shall be minimum of 26 gauge. I 1 t•. d 1 1 I e 8. Coordinate with framing to insure joist spaces line up when duct 4 2 I I �_ Y '�° work must pass through different joist spaces, coordinate with a s 1 1 1 I . " .. a:" architectural for location of dropped ceiling. LIVING ROOM I 1 _ d % ° I — I R . a 1 °_. . ` 9. At second floor locations exhaust fans discharge shall be routed to DINING ROOM _ roof caps. 1 I 1 I A 10. ORSC R303.8 Required Heating: Every dwelling unit shall be i� - T provided with heating facilities capable of maintaining a minimum = -- 0-G - room temperature of 68 F degrees at a point 3' above the floor and 2' from exterior walls in all habitable rooms at the design temperature. 11 + 12 11 . ORSC M1503.4 Kitchen Exhaust Rates: Domestic kitchen cooking appliances shall be equipped with a ducted range hood or down-draft exhaust system. 12. ORSC M1504.1 Installation of a microwave oven over a cooking . 40 BUILDING B _ MECHANICAL PLAN FIRST FLO0H appliance: The installation of a listed and tabled cooking appliance or microwave oven over a listed and labeled cooking appliance shall 1 isting /S"- 1_0" the m nufactu re's installation ine pstruer actionss.The ce's lmlling unand it shall and conform to UL923. SCHEDULE OF HEATING AND COOLING EQUIPMENT A. Daikin 2.5 ton multi-split Outdoor Condensing Unit- 4MXS32GVJU { d r,0 _ _ — I u� �Nxvx x x xX' jccc �„ Y �`�X uxxxx�xc�`xx B. Dakin 12,000 BTU indoor dishcarge head- FTXS 12LVJU , AX x x n /���/��//r� C / • I 1` I € I I I JERRY J. R _—_ 1 I _ I I I 1 € I I I / I - - - I 19 Mj ' - - I ' I I I I 1 1 1 1 81 I I I 1 I I 1� I STORAGE C. Daikin 9,000 BTU indoor discharge head- FTXS09LVJU _ _— ' / 13 I I I I I I I I I I / 1 I 1 I I I I I I � I � � � • / f --- ' , I W.i.0 1 1 S1 A R Y I I W.I.C. 1 ; w PO' • I,OREGON , L L I /iii rir , �i / ,� _ 9/14/16 4.,..,„ — N— — — I'!' HALL f c / ,/\ 1 ri _ fl11 ■ 10 /o f i 0 elI 12 INEN " �TILITY / 0 dg e. I -1 17 . . C �gogg BEDROOM #2 f 1 I BEDROOM #1 L ►�� r 15 II MJO E u`1 r..■ r I I �- • °°°p N , Q BATH V L L 4.( . > I- 4 illiPP ,LINEN; > in ATH / ry� f ARCHITECTURE I . iji. !� _,-,_ _,,..I__ 9 9 IN COLLABORATION WITH /lir MARTINEZ DESIGN GROUP INC. ill BuILDING g . mEcHANIcAL pLAN sEcoNg FLooR 1 /8"= 11-0" Hall Pointe Townhomes 8735 SW Spruce St. Tigard, OR 97233 Project Number M1512 Date 9/13/2016 11 :45:29 PM Building B - Mechanical B . mi . 0 Scale 114" = 11-0" - ■ II■1 y. -. 7 -1.. ..-.-.- d ► ,\ •♦ • •,,• Vid&td ....•••••••,•••♦ , _�;��;� SWR - I 1I I I II II ! I TUB • e / I LO I I II ! I I II II I I I I ,. I I I 6 c�� `-'1p--a-�-�- II I I II II II I f BAT �J° r -_ 1/2" LAV n 1 u u II 11 a II ak e 1 I II I II II f 11 II II 1 1 i I 1 __1L_u__ J1__IL_ STORAGE - I,ii..®Mriiirii� I / / / - ° ENTRY rir�►.v�nr r i.■r i 1 i � 4 a ° '•' _ a • 1/2" 314" LAV KS . - •I , I , 1 1,, 1 1 I KITCHEN _a LAV 7" I a ! I : " . 1/2" 2 I I ! 1 I II I ° • :a • WC 1 1 1 I 1 w LIVING ROOM cc. � 1 ! _, : a a - `• an a"; 44 3/4„ SWR .- �: ! 0 • 3/4„ 1/2' TUB ICE 1 _. ' I1 °- Q I 1 ;DINING ROOM 1 0 3 •. e, E I I ! I LAY • � � I 1/2" I Ix 3/4,. 3/8 773 * 1 *1111{ 1/2" 1/2" LAV KS WH 3/4" LAV 1/2" WC LAV 3/4" -{ WC 1/2" / €11 BuILDING g _ PLUMBING PLAN FIRST FLOOR1 I f \ V. WC d. 1/2" 1/2" LAV *IP 1 I-Ori 1 /8"= \ 1/2" �o r 3/4" WH WM M 1„ (•--- --,.., Typical Hot Water_Bidg B 1/2" �' 1 f I I I I ' ill — s 3/4" 1 /SII 1 r 11 — — — 1 1 1 1 (I I i 19 I �t I —o ,� — — — I I I 181 I I I I l I - - - - 18- - - I , ,� - -- - 13 I 1 1 I I % / STORAGE - 1" �.-= _ % I W.I.C. S�1AICRW�Y — I W.I.C. — - - / \ie) Nmc Water-Bldg/ 12-\/7 .._ . / / 9 N 1 / 0 r 0 $ 111 INEN • I ■ I �TY 12 ld1 17 J1,. m 0000 — qo op -.G. BEDROOM #2 °�� 15 I I BEDROOM #1 ❑ 0000000 ,,, 1 1/2" r--) e-,,"*"-7. .:e..,t, I 0000 II I°�� 1. 1 BATHWATER MAIN SIZING . ,lERI�Y�f.FAi�A '-� 14 $r ro VTR 4 �.� IN - 1 BATH4,17-3 • 1 /. ' D,QON , ISI W1 MI ISI \ 9114116REG �V WC ! \ VTR 2 \ VTR ALL UNIT'S WASTE SYSTEM BuILDING g _pLumBING pLAN sEcoNg FLooR " , 0 2„ IDENTICAL ISOMETRIC /8"= r Ir ed_ , 1 1/2" -- 2" �, 1 1 1 . 4.( �, �. , 1112"3 I {� I ( 1 1 �. WC 4 1 1/2" � � I i ARCHITECTURE 3" I I PLUMBING / MECHANICAL NOTES ,i, I ' IN COLLABORATION WITH 3 Table 6-8 2014 Oregon Plumbing Specialty Code WCC Water Supply Fixture Units (WSFU) Fixture Private WFU count total per unit I WM 1 1 Bath or combo 4.0 1 =4 WSFU 2" i i WCi 1 ���\4 /,? Clothes washer 4.0 1 =4 WSFU 1 . All material and workmanship will comply with the latest state of KS 1 1/2" —a - 3,, 1 1 1/2" f Shower 1 head 2.0 1 =2 WSFU Lavatory 1.0 4 =4 WSFU Oregon plumbing and Mechanical Specialty code. SWR 1� , Sink domestic 1.5 1 = 1.5 WSFU I `�--...,, WC 1.28 GPF 2.5 3 =7.5 WSSU 2. These drawings are intended for sizing purpose only. Offsets may be 2" / TOTAL PER =23.0 WSFU A Building hasT5 units = 115.0 WFU per A Bld. necessary for structural conditions not shown. 2" '0.,),, LAV MARTINEZ DESIGN GROUP INC. B Building has 5 units = 115.0 WFU per B Bld. - C Building has 4 units = 92.0 WFU per C Bld. 2" • Total load on mainline foi322 WSFUs of calculations 3. All exterior penetrations by pipes, ducts or conduit shall be caulked. Total footage to furthest remote inlet Hall Pointe Inlet to B Bid.#t 6 197' use 200' column 4. The clothes dryer exhaust shall be at least the dia. Of the appliance Minimum wafer mefer size to handle outlet and shall terminate outside of the building. Town h o m eS 197 WSFU using the 200" column 1 1/2" 5. Contractor shall field verify all dimensions and conditions and inverts 8735 SW Spruce St. Tigard, OR 97233 prior to starting project and insure the indicated piping slopes are Table 6-6 2014 Oregon Plumbing Specialty Code Pressure Range--over 60 psi adequate. Any discrepancies shall be immediately notified. Project Number M1512 Fixture Unit Table for Determining Water Pipe and Meter Sizes Meter Bld Supply max length of pipe allowable WSFU actual WSFU 22 Date 9/13/2016 11 .45..30 PM 1"• 200' column 30 WFU 23 WFU PER UNIT QF�1 1 '/2" 1 '/2" 200' column 151 WFU 115 WSFU per A BLDG'S 1 'h" 1 '/2" 200' column 151 WSFU 115 WSFU per B BLDG Co Building 1 '/2" 1 '/2" 200' column 151 WSFU 92 WSFU per C BLDGS CO B 1 '/2" 2" 200' column 335 WSFU 322 WSFU A, B, &C BLDGs Plumbing 1 '/2" 1 '/4" 200' column 74 WSFU 69 WSFU portions of mainline 3" r 4" DOMESTIC SEWER TO MANHOLE 1 1/2" 1/2" 200' column 4 WSFU see ISO on plan page 8.1 1 '/2" 3/4" •• 200' column 11 WSFU see ISO on plan page 8.1 Waste si stem Isometric-Bldg B . p 1 . 0 4 3/8 r1 = 1 1-011 Scale As indicated , T fRE!.SFI�d CORNERS l ERS _ _ _ GRACE -'� EXTERIOR WALL INSULATED THREE-STUD CORNER CONVENTIONAL CORNER �. VYCOR PLUS --,�- > 1:IFDRNIIARir�11R R702.3.8 Water-resistant Gypsum Backing Board N1102.4 Air leakage ` Isolated,c+wiry ----------,t, WOOD BUCK Outside comer idiffouli to insulate) Yr' . , . : WINDOW WITH -�-' Gypsum board used as the base or backer for adhesive application of ceramic N1102.4.1 Building thermal envelope. The building thermal envelope NAILING FLANGE tile or other required nonabsorbent finish material shall conform to ASTM C 1396, shall be durably sealed to limit infiltration. The sealing methods • WNW (SET IN SEALANT EXCEPT ,- { VAIli ;, i C 1 178 or Cl 278. Use of water-resistant gypsum backing board shall be permitted between dissimilar materials shall allow for differential expansion and i 10 1 ALQNG SILL FLANGE? i;ilie SILL PLATE on ceilings where framing spacing does not exceed 12 inches (305 mm) on contraction. The followingshall be caulked, gasketed, 4 .1K E l �� (SEE VCRDET-106 FOR OPTIONS) �■► . R!� a center for V 2 -inch-thick (12.7 mm) or 16 inches (406 mm) for 5/ s -inch- thick (16 weatherstripped or otherwise sealed with an air barrier material, E f - :L j j ;4.:_-,..1. , _,.. .r1 -,,-' �+ - mm) gypsum board. Water-resistant gypsum board shall not be installed over a suitable film or solid material. 1 '/ , a t GRACE Class I or II vapor retarder in a shower or tub compartment. Cut or exposed � �� j �ti:• VYCOR PLUSf `' a -- edges, including those at wall inter-sections, shall be sealed as recommended by 1 . All joints, seams and penetrations. the manufacturer. ° . - b. S INSULATED THREE-STUD CORNER ALTERNATE INSULATED TED THREE-STUD a 2. Site-built windows, doors and skylights. INSIDE CORNER) CORNER (WITH DR' All CUPS) a GRACE VYCORNERT"� OR R702.3.8.1 Limitations. $, r� . �_ a CORNER PATCH RECOMMENDED 3. Openings between window and door assemblies and their ~---- +�` 'L t (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) Water resistantgypsum backingboard shall not be used where there will be respectivejambs and framing. e... T p g• tndz corner' . f I\10 t " direct exposure to water, or in areas subject to continuous high humidity. 1► r 4. Utility penetrations. 6�` R702.4.2 Fiber-cement, fiber-mat reinforced cement, glass mat gypsum backers ' ,v - ; . A� ' `� 4 MECHANICALLY FASTEN AS c � iL€ DryF�ratl clip lo hold —• NDTES. and fiber-reinforced gypsum backers. Fiber-cement, fiber-mat reinforced 5. Dropped ceilings or chases adjacent to the thermal envelope. IF gg _ NECESSARY IN CORNERS c'k�i ,balk in plaice A. VISIT GRACECONSTRVCTION.COM FOR THE MOST CURRENT DETAILS,INSTALLATION VIDEO AND PRODUCT OATA SHEETS cement, glass mat gypsum backers or fiber-reinforced gypsum backers in drywall J •� THROUGH GRACE B. REMOVERIFCORD®FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION Compliance with ASTMC 1288, C 1325, C 1 17$ orC 1278, respectively, and 6. Knee walls. A A. A. _ _ ,--,�,-,- I r VV011 _, _-, -I 0, VYCOR PLUS C. IF APPLICABLE.LEAVE RELEASE PAPER ON LOWER HALF OF 54L FLASHING UNTIL fUTURE TIE•IN WITH WEATHER RESISTIVE BARRIER -I••_ � - D. FOR CONCRETE.MASONRY OR WHERE ADHESION IS MARGINAL.USE PERM-A-HARRIER&WB PRIMER TO PROMOTE VYCOR ADHESION installed in accordance with manufacturers' recommendations shall be used as Framing DetailE. CHECK LOCAL BUILDING CODES FORWEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER backers for wall tile in tub and shower areas and wall panels in shower areas. 7. Walls and ceilings separating the garage from conditioned spaces. TO FORM WATER-SHEDDING LAPS • F. INSTALL WINDO W PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINOOW AND WOOD BUCK /// G. DETAIL ALSO RELEVANT FORGRACEWCORV40ANDWCORBU[YL 8. Behind tubs and showers on exterior walls. - h. -1 ' \ NTS g 9. Common walls between dwelling units. • NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL SIZING AND FRAMING 10. Attic access openings. • NTS 11 . Rim joists junction. d ROOF VENT G-4.0 12. Other sources of infiltration. PRE-MANUFACTURED TRUSSES ASPHALT ROOFING OVER FRAMING R-49 INSULATION 2x6+2x4 FASCIA WITH 4" DRIP EDGE 2x4 FRAMING 16 O.C. iG�E II Itl Iti hl LTi ----- — Ire ItrAPA —�_.�.,........,.`......r.�.... IOVERFRAMING SEE STRUCTURAL IM♦y_1_1) I iiiii■■ril��ililili'�_ ������ ����� -`������� �� CUT OPENING IN ROOF CUT OPENING IN ROOF DECK Aft.' ` —�� I �� EE,�� DECK FOR VENTILATION FOR VENTILATION osinowf .r- �� '�'��4�'�1 ,,, �IY�I�� ill . '�omiigrip` �► 1 -�4 _l t� ,� VENT ROOF VENTING 03���_�j��'i-� Allt, �irlip_44Vra ill [���-�`�� ' 4� ♦♦`♦'�1,, '�� 1Pr'���/���♦� �J - - ~`4� —At BEARING NG HT. ` 0, HARDI SOFFIT BOARD ■� l�� �' '" I 19' - 0" ,�y Mik :' UTILITY C • 2 LAYERS 5/$ i'„ t n ,.,sietLY-3 � 0 0 BATHROOM 0 0 JERRY R-21 INSULATION �, R O O , / GYP BOARD ::I HEADER PER STRUCTURAL. ` r PO' . I,OREGON ,. SEE 5/G5.1 FOR HANDRAIL DETAIL 9114116 03 pFp 0 4" MAX l'/I' 14 BEDROOM BEDROOM RAILING o1111 111:1 �_ PLANTER k4) SEE SCHEDULE FOR FLOOR FINISH l SEE STRUCTURAL FORII -- ed.a 0 En 0 0 RAILING 0 FRAMING - ':' SECOND (< 3 )4+FLOOR Aik 10, _ 0" ..1. •••♦ ' � FRAMIN PERT FRAMING, SEE STRUCTURAL �' � _ .. .. .. .. .. w .mmum.wpii_ja______i_RIE iinineurim-A.-m14..-.‘li.„7- 4.,1 :— G S RUCTURAL •11 . ' ' ARCH ITECTU RE ►i ��-- ��� T-���� �' i, Ji WRAP SOFFIT BOARD • �!+ it AND TRIM BOARD IN COLLABORATION WITH SOFFIT BUILD OUT SOFFIT BUILD OUT, 4J 6x6 COLUMN �� O2 WITH 1/2" GYP BOARD 4 it 1 , KITCHEN I ill ' NoEXTERIOR LIGHT, SEE ELECTRICAL , DIN 1 N G ROOM 4 7SOFFIT BOARD AND 2x NAILERSiriSLIDING GLASS DOOR ; 2x FRAMING / 2x6 WOOD FRAME WALL1� , —I WITH R-21 INSULATION I FRAMED ARCH 5 L11/I NG ROOM () SEE SCHEDULE FOR 0 0 0 1 00 © FLOOR FINISH 1VIARTINI:1 DLSIGN GROUP INC. WOOD DECK AT BUILDING A, ® � i � CONCRETE SLABS AT BUILDINGS B + ���'■'� ■' SLOPE GRADE AWAY C. SEE STRUCTURAL FOR DETAILS IIN 1 LANDSCAPE AREA Hall Pointe • VENTING AS REQUIRED, BUILDING A 0 D r' 0 iii Townhomes ��■._.I III! miLill c. ■ _ _ �■■� _ _ _ , — FIRST FLOOR 8735 SW Spruce St. Tigard, OR 97233 FOOTING, SEE STRUCTURAL �Iv1.11111112-6�/iriblit iPt'IIS.���/����./��♦•.��♦ l‘r .. /♦ .��♦ - ,..♦♦�_����..�♦♦�.�♦/•�M1�♦♦ ..�♦���♦ _��i� ��:� �::� :� � �:��♦� .�� �� 0' _ 0' Project Number M1512 Niiiiimmr, 1 " IIMi _ NI )♦� VAPOR BARRIER R-30 INSULATION VENTING WELL, FOUNDATION VENT + Date• 911 312016 11 :45:32 PM 1 ��u DRAINAGE GRAVEL PER CODE + AS �� FLOOR FRAMING, SEE STRUCTURAL _ — - REQUIRED Typical Building — � _ 11 — _ _ _ _ FOOTING PER Sections — _ _ — 11- 1 - 11- 11-11 — 11E2 F- 1 11 1 1 1 11 1 - STRUCTURAL Building Section G . 3 . 0 Scale 318" = 1 '-0" 3/8" = 11-0" -4_.._ .-... .._- - 41-0 NO OPENINGS ALLOWED NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL SIZING AND FRAMING ASPHALT ROOFING j OVER 7/16" DECKING - - EDGE UNPROTECTED �_� AND ROOFING ( NAILING ( ROOF SHEA'I'I-IING __� � I MEMBRANE I mim 0=1 - - - ! _ "Im r , - FURRED 2x miimis �■� STUDS Cif 1 __ �� EXTEND 2-HOUR WALL ASPHALT ROOFING OVER I I 24„ 0.c. `,1.1.X. �` I •�j TO ROOF DECK 7/16" ROOF DECKING JII II II I{ ASPHALT ROOFING FASCIA AND DRIP EDGE IN ► ROOF TRUSS �� F . � ' � i 11 II II li 15:84,.. � L, °PITON (1 ��y ■ 2x6+2x4 FASCIA WITH I �� � , '+ �`-- NON-BEARING C.r�13I.F .•A•A A 1-4__A 4 DRIP EDGE TRUSSES 24" O.C., SEE STRUCTURAL VENT . ��� ! . END TRUSS FOR ROOF FRAMING �'�`��AINAkvaLvA•''� ' �1 R-49 ROOF INSULATION r r1 BEARING HT. Akik I Iiil 19 0 FIREBLOCK ---� ''� -. (2) LAYERS OF 5'8" * ROOF FRAMING, SEE 111111 C111 1'�[� :1\D Pk STRUCTURAL 2 LAYERS OF 5 8"TYPEI'�'! L ?� GYP. I31W. CEDAR SHAKE SEE ELEVATIONS 'X' GYP BOARD ON � FLOOR LEVEL !: 1`�`` ' ' #- - ' CONTINUOUS to R-49 INSULATION R-49 INSULATION 1�, CEILING THROUGH OUT Ii'IIJ1STC NOT LESS THAN - TRIPLE RIM '� AT 2ND FLOOR JOIST 8 TRIM �II�,r�/ I' nun 45 I FRAMING I BEARING HT.16„[ 1 i ' BEARING HT. 19' - 0" 1111 1 131 I.t7t�R PARALLEL �] PI�:It11II'I"I'1;I)"CO ►� 19' - 0" �1 PLYWOOD SHEATHING I�� TYPICAL HEADER, r 'i_: , TO PROPERTY I 2 LAYERS OF 5/8"TYPE RL':� Ct7NTI\`I_'UL'S - - ,� -W ; LINE FIREWALL Ia SEE STRUCTURAL " OVI�,It I'ItQPIaIt"I'�' l.,IN1�. F-=� 'X' GYP BOARD ON 2 LAYERS OF 5/8" TYPE HEADER, SEE STRUCTURAL CEILING THROUGH OUT PR 11 � 'X' GYP BOARD ON R AT 2ND FLOOR (2) LAYERS OF 518" 0-- CEILING CEILING THROUGH OUT WINDOW 'I'yp1 "1" (rl"A. 13R1). AT 2ND FLOOR WINDOW m PLANTER BEYOND O I AIR SPACE CLEAR 4 11111 / 2x8 JOISTS WITH PLYWOOD BETWEEN WALLS. FIRE • • :� �_,� DECKING AND ASPHALT ROOFING BLOCK t 10'-0" o.c. WINDOW TRIM _ 110R17.. \N1) VERT. �� 1/2" GYP BOARD h s. 1 I1. � 2x6 WOOD 4IMiiii` � GUTTER OVER FASCIA BOARD ! SIDING11°-1 1/2" GYP BOARD FRAME WALL .�:1 FIGURE R302.2(d) i ,,�� �l_ .�. "MODIFIED"2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE -41 ►. R-21 INSULATION : �-�-1 4 �� �� � 1 1 , SECOND FLOOR AL L — ' - - 10' - p„ FLOOR FRAMING, .. II SOFFIT BOARD, TYP. ':�' SEE STRUCTURAL4 �� � INSULATION � ,1 '�� i HEADER, SEE L � I ' J STRUCTURAL I -__ SECOND FLOOR HEADER, SEE II Nil )°D "Ili?4. -..,. _------ 8"TRIM 10' - 0" STRUCTURAL I 11 I LIGHT FIXTURE fi ' . SECOND FLOOR n y 10' - 0" V ~ : i JERRY J.EAKER 2x4 SOFFIT WITH TRIM +- FLOOR FRAMING, SEE ' � �-®- WITH 5/8"TYPE 'X' GYP , . .CJ All �11 STRUCTURAL JOIST-SEE STRUCTURAL :� DOOR BOARD • P0. '. ',OREGON t/4,��� 9/14/16 �J � TRIM `f OF O STAIRS, SEE SHEET G4.1 ' • - . _ : `►: I,►; 4" CONCRETE STEP . : I 3.5" SOUND INSULATION I � TO ENTRY . : THRESHOLD ir SIDING ' !, 4, TILE FLOORING - WATER PROOF e .. ;�' PLYWOOD SHEATHING 1/2" GYP BOARD OUTLET I4 PLYWOOD SUB FLOOR, IF� � )4+��� SEE STRUCTURAL STONE BASE 4G ,)'•� R-21 INSULATION MIN. s�- �2-HOUR PARTY WALL, (2) fi• 2x4 STUD FRAME WALLS I•� Ii► �� �I FIRST FLOOR ♦ I WITH 2 LAYERS 5/8" TYPE 14 FLOOR FRAMING, SEE Tres i--_ - 1 'X' GYP BOARD AT UNIT P STRUCTURAL ALA ARCHITECTURE ,.4 7 CONCRETE ENTRY/SIDEWALK, �. SIDE AND 1 AIRSPACE SIDING � I� I SEE CIVIL FOR GRADE AND IN COLLABORATION WITH BETWEEN I�� 2x6 STUD FRAME WALL ATI 6" O.C. R-30 INSULATION - ( : _ •� ►� VAPOR BARR[ER 11 �� - STEPS, SEE STRUCTURAL \\\/// Imo, '1 I —Hi 3/8"x3" LAG BOLT TOI �,. AIRSPACE — — �i FIRST FLOOR FOOTING, SEE .,Mal 1 11 t I - STRUCTURE, TYPICAL 141 TM.. 0' - 0" STRUCTURAL ' ?+ FIRST FLOOR -1 1 - FOOTING BEYOND, SEE 3/4" METAL BALUSTERS �� � � - p' _ 0" Y R-3D INSULATION TSLOPE GRADE AWAY _ 1 1 I ill _STRUCTURAL SEE STRUCTURAL atm ,vAi -' ' <.`Øi R-30 INSULATION FROM BUILDING ' N _ 1 .5" METAL TOP RAIL 1VARTINCZ DESIGN GROUP INC. FOR DECKING AND " ti < lN a , , I H EXPANSION JOINT a' SPACING FRAMING _ VAPOR BARRIER SEE STRUCTURAL FOR SEE STRUCTURAL FOR - I — '<. N\ ) Hall Pointe FOOTINGS FOOTING DETAIL _ 'q - 'I - VAPOR BARRIERWan Section - Town h o mes - _111711— ffl ---.-13 I, 8735 SW Spruce St. Tigard, OR 97233 lilli Wall Section 1 I 1 /2" - 1 '_0" Project Number M1512 cv\ \ Date 9/13/2016 11 .45.33 PM 2" = 1 '"0" 1 .5" METAL BOTTOM RAIL - Typical Wall Sections Wall 2" METAL BALUSTER Section Wall Handrail De 4 eG .4 . 0 1 /2" _ 1 '_O" 1 /2" = 1 '_O Scale 112" = 11-0" ` 15 Treads at 10 1/2" 1 1 \ � � / s \ t 1 \ \ ti ' SECOND FLOOR igilk •n.,. rr ur-u.rs..urr. .-r.,arerrrrrrrrrrr:<r( -.Ki r.-rtr<i-...�1r.r ..,...,,..r....,,r,.R+...<r+..,r...,«r«.,..a'< 1 r x r�,a".,< y., A IF ® ® �I i 0' - 0" R302.7 Under-stair protection mi '. SEE STRUCTURAL FOR FLOOR FRAMING Ii- Enclosed accessible space under stairs shall have walls, under-stair surface and any soffits ES U en El . \ _ 1 fl protected on the enclosed side with 1/2 inch (12 .7 mm) gypsum board. It- R303.6 Stairway illumination MI MI E.- - Z All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in L the immediate vicinity of each landing of the stairway. For interior stairs the artificial light sources shall be capable of illuminating treads and landings to levels not less than 1 foot-candle (11 lux) CABINETI.F -77- ----------::-------------------..._---- at the center of treads and landings. Exterior stairways shall be provided with an artificial LIGHT light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be provided with an artificial light source — located in the immediate vicinity of the bottom landing of the stairway. 21, PANEL, SEE ELECTRICAL PLAN L — Exception: An artificial light source is not required at the top and bottom landing, provided an 6 NLartificial light source is located directly over each stairway section. L R303.6.1 Light activation. Where lighting outlets are installed in interior stairways, there shall be a wall LL CLOSET switch at each floor level to control the lighting outlet where the stairway has six or more risers. The illumination of exterior stairways shall be controlled from inside the dwelling unit. 7. , , CABINET Exception: Lights that are continuously illuminated or automatically controlled. IL-. N7 R311.7 Stairways Mr LL © \ _ R311 .7.1 Width. Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project ,- more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at 7. and below the handrail height, including treads and landings, shall not be less than 31-1/2 inches 1/2" GYP BOARD where a handrail is installed on one side and 27 inches where handrails are provided on both sides. LL I frh. -.... Z R311 .7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet ,' 8 inches measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. \ _ `Li_-_ •_-� , , sr _� FIRST FLOOR ihk 0' - 0., R311 .7.4 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. Stair Section R31 1.7.4.1 Riser height. The maximum riser height shall be 7-3/4 inches. The riser shall be measured / vertically between leading edges of the adjacent treads. The greatest riser height within any flight — of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). 33/4" 11-0" r-Ori R311 .7.4.2 Tread depth. The minimum tread depth shall be 10 inches (254 mm). The tread depth 1 shall be measured horizontally between the vertical planes of the foremost projection of adjacent 1 � treads and at a right angle to the tread's leading edge. BUILT -IN CABINET — l``° I FRAMED ARCHWAY i-- • I ; 1 The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 � ' E ARCH — inch between two stories, including the nosing at the level of floors and landings. Beveling of JERRY d.EAf�R 1 1 nosings shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped under the tread I above from the underside of the nosing above at an angle not more than 30 degrees (0.51 rad) • ' • 1 4'-9., e l. . ',OREGON 1 �, from the vertical. Open risers are permitted, provided that the opening between treads does not '� BUILT -IN CABINET — � € CLOSET UNDER — 1 CLEAR permit the passage of a 4-inch diameter (102 mm) sphere. s1�4ns 3'-0" 9 1/2" HANDRAIL / / / STAIRS 'r OF CLEAR Exceptions: Li• © 1 . A nosing is not required where the tread depth is a minimum of 11 inches. I >> I 1� 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches or less. I I I I I II II II II II 1 II I II —17 II I 3' 9 1/2' I I I I I , I 1 1 II II I I I I I I i t 11 I R31 1.7.7 Handrails. Handrails shall be provided on at least one side of each continuous run of I I I I � I II II II II I II I it II I / �; I I I I I I 11 I I 1 I I I ! I I I I I I I I treads or flight with four or more risers. ed_a >f I I I I I II II II y II II ! II I II II I I I I I I I I I I 11 I I ! I I I I I 1 I I I I iI II II II II I II F II II I 1 11 11 I I I I I I r I I I I I I 1 R311 .7.7.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread o Q . --16R' ' ' ' ' " " " ' " " II ' nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more • „� @0'-7112" i i i I Ii ii ii ii i ii ii ii 1 u I I I I I I I 1 1 , 1 11 I 11 11 1 1 I I than 38 inches. 4.( F )4+1 I I I I L4 , I 1 1 1 1 I II II 1 1G-41 I I I I 1lik 11 11 I I I I I 11 1 I I I I � I I I I I 11 II II H I II I II 11 I I I I 1 , , , I , I I I 1 I 1 I I I , I I I R31 1 .7.7.2 Continuity Handrails for stairways shall be continuous for the full length of the flight, from 1 I I 1 I 1 1 II I I 11 1 I I II I 1 1 I a oint direct) above the to riser of the fli ht to a oint direct) above the lowest riser of the1 I I I I I I 11 1 1 11 I I I I I I 1 1p Y p g p Y ARCHITECTURE I II1 II I 11 1 I 11 I I I I 11 1 I I flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails --I4 -44 4+ 44- 41- 4I----- --{ LL LL L i i ; ; i ; i -4+ +1- +I- +1- +I- }H--- - 1 H H 1 adjacent to a wall shall have a space of not less than 11/ 2 inch (38 mm) between the wall and IN COLLABORATION WITH , . \ . „ _ the I handrails. `�' - , t� i PARTY WALL 't IR311 .7.7.3 Grip-size. All required handrails shall be of one of the following types or provide equivalent graspability. I 2 i101/x" / 1 . Type I. Handrails with a circular cross section shall have an outside diameter ofat least 1-1/ 4 MARTINEZ DESIGN GROUP INC- 3 4" •-- }-Orr WOOD TREAD 1„� inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a I , perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) FLOORING T- with a maximum cross section of dimension of 2-1/4 inches (57 mm). Edges shall have a minimum Hall Pointe /�/›� radius of 0.01 inch (0.25 mm). RISER KICK PLATE = NOTE.SEE STRUCTURAL FOR STAIR FRAMING A N D SUPPORT 2. Type II. Handrails with a perimeter greater than 6-1/4 inches (160 mm) shall have a graspable Town hom es I STRINGER - finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 8735 SW Spruce St. Tigard, OR 97233 TREAD \ inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required Project Number M1512 1/2" GYP BD. 101/2„ /IL depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 1-3/4 inches (45 SUB FLOOR mm) below the tallest portion of the profile. The minimum width of the handrail above the recess Date 9/13/2016 11 :45:34 PM THRUST BLOCK i FIRST FLOOOOR shall be 1-1/4 inches (32 mm) to a maximum of 2-3/4 inches (70 mm). Edges shall have a Typical Stair minimum radius of 0.01 inch (0.25 mm). Sections salami" section _ Detain i, G —4 . I ‘._./ > 1 /2rr = 1r-0r Scale As indicated 11'-3" \ 4 \ L÷I r / WATER RESISTANT GYP / BOARD AND GLOSS PAINT IN SHOWER AREA / r-3- h 0 _o_ 1_ /-C3 11 lvl Rh `-0- SHOWER CURTAIN + RODS Hui i I 2' -51/2" \ SHOWER HEAD ' LINEN CLOSET DOOR --- - MIRROR UPPER CABINETS 3 0 o TILE OR SHOWER INSERT - o o 0 oa o, STOVE 4 0-- o HARDWARE BY CONTRACTOR ----fl LOW WALL q LAVATORIES — n. n KITCHEN G AND CABINETS i ' 11 1I 4 I DW %011 4/ BATHTUB TOILET ` %))) o I I TILE FLOORING ISLAND L \ J TILE FLOORING CO — —io\ \ -\ `l. \ 3' -31/2" I 2' - 10" 3'-2" / 2'- 101/2" X Bathroom Elevation Elevation 2 _ Enlarged Kitchen 1 /21! _ 1 ioir 6 1 I /2" _ 1 '^Orr I 1 /2�r = 1 '—O e \ FRAMED ARCHWAY111— 7/ UPPER CABINETS 1 f ��n}f� f 0 SHOWER CURTAIN + ROD �, GENERAL NOTE r -DIMENSIONS ARE FROM FINISH TO FINISH UNLESS I1 II MIRROR/CABINET -' NOTED OTHERWISE DOOR TO LINEN CLOSET MICROWAVE ..- N 'ti b -REFER TO SHOP DRAWINGS FOR KITCHEN LAYOUT N I TILE OR SHOWER INSERTN. i o z 0 0 0 ..-- r • REFRIGERATOR ® ® 0 0 u 1 VANITY LAVATORY - , } — A.,-0) 40,6_ d TOILET II __..- j ,,, Yta STOVE/OVEN ti, -- BATHTUB 160)°) � � J / /,ERRYJ.EAI�R Ns'II TILE FLOORING // eciu3ta-3S LOW WALL T. * I S .,. , %OREGON ,ti FLOORING 9/14116 03 Bathroom 0 KitchenEl'evatin '1 Elevation 1 /2on 1 8 " = 1 ,_O" 1 �2" = 1 ,_O„ WATER RESISTANT GYP BD. t. . 1 /2" = 1 '-0" 2'-8" 5'-4" C 7' - 1 1" - y7 " capF i fi yy _`' yX`a� '" ku i ;�"`9, ? S'� fir;. ' i. °"`;u�3.F»3 * 1g� -'-v5 e. 1 Y��.s' '��'s."'�'4� ':. ,..-.._Y..n'�.i�49410.. .'P-�p}� v o ��VENT AND SOFFIT �J � /'r- -1 / � �` P 44. <.r. • ? /+ /, 1 / o BATH + 1 \BATHTUB 14 UPPER CABINETS - :(2 % 1 / 9 ARCHITECTURE LINEN / 1 f BATHTUB a0 { } IN COLLABORATION WITH FRAMED ARCHWAY / N J L/ ? TOILET \\N/ pf s — LOW WALL / 2'-s' % 1'-6" t'-s' I z'-ot/z" � '� 4/ ' y I � � / I iiiii LAVATORY AND ���` = o 0 BATH / I � � or VANITY b. 0 0 NI 4' 6" 6 / L_ _ MIRROR/DOOR TO 1VAR ARTINE DLSIGN GROUP INC SINK ' , LAVATORIES AND I : N / - LINEN '1 n , n I CABINET ,-\ T WH - - - - -190000r.--- _._ / LINEN LINEN CABINET Hall Pointe N / / W + D 11 I COORDINATE OPENING LOW WALL 7 / o o / UTILITY FOR FIT Townhomes C111N / � / 10 DISHWASHER - TOILET 0 / °'0 4x2 SEPARATION WALL 8735 SW Spruce St. Tigard, OR 97233 \ / _ _ _ Project Number M1512 N— I 7 "„,' A 1'-41/2" 1'-41/2" Date 9/13/2016 11 :45:36 PM / Kitchen "'2" Enlar ed Plans . 4Elevation Enlarged 1 /2" = 1 i_Oil Enlarged Bathroom Plan G 1/2" = 1 '-0" 5 - G-4.3 I— t I 1 I BEARING 6A WOOD POST, PAINT ;o 16'-9" l��` Co • ' - .4 / L / be 2' -0" 1 1'-9" 3'-0" ° e,- ..a / / ••A-. - - .4+ �I Cl.-'°.dM. •,-1'• aep-_ '-.:°•e:,.° II� -_- ------------------.--.---..----w_r -----H da• a . - - � I` — — 1 J tLF 1 - - - -- - r ` _ _ r - _ - - - _ _,-I_ - - - I � I—III-11 I III=II - II III € II I I I III SII II SIT III III IIS -II III III III L _ --I .l � r� 111 _Ill -111— rill III I ^ — —� � l I1 1 - - I I 1 ! - L WHEEL STOPS . ° I L4H I III III11111LLp I =A - •, E- I I II — IIII I I III NI I III III I I I I I I III III III INI I I I-II I H— I1-41 I 6x12 WOOD BEAM '.-• . • . _/ Carport Elevation 1 .. 3 _. it, I I _, 4 d- _ _-! 1411 1 I_011 I ° • 05.� 1 I A-10 •• ,, .r - A-10 °- %.._ _ ASPHALT SHINGLE ROOFING 1 _a- -A a S d I I 6x6 POST - •° ,..., c-, I .._ _--— 6- -- __ _ r _ -- _ - _ • • • • LU , — s I I ROOF OUTLINE, • ' -� J ^ - - - - _ - Iq; ' __ _ _Z ° '• ,� I I I e •A CONTINUOUS GUTTER Y s `. -------._-.°--.-------------•------•---�--- --jl — (- L J _-,^ 6x6 WOOD POST, PAINT - o _-l_ I I �II • — , ZX)_ ti,^ 7 r _ .. I \ PARKING STRIPE- -- 'd. _, ° 1--1 ▪ J . j' .• +_-- _—.. ....-•.... ..• _- --C,._—__—_---- ....r .=- • -. 2,I11'-0'I- . " �•em°�°.'4.z' - _ "•'4 " d•. ^ . — -1 ll_ I Ii I I 1_1 , ,. Illi▪� v I I 1 I 1 _ w W° 'diJ I I 1 1 I I Slf . 1 p, !I 1 1 I I 1 = 1 1 -. - „. .,44-). ° 1 •.G- .3. 4' - . - 44 G-4.3 ; - -•4 I . , _ . e4 = f I i_ 1 .1 je• � • �y • 'd ' _ —j —1 _ _ _ _ J 5_ III- III I 1 I I 1 1 1 1 1 I I I I 1 I 1 ! 1 1 I I I II I I 1 I I I I I I I I I ' 1 1 1 I I I I I 1 1 I I I - J JERRY d. H - on 3 • , 1 - SEE STRUCTURAL DRAWINGS FOR 1 Carport �' PO• �__-- -__ - __—__ --_—.: :: :::: ::::_. 4 �-, 9/14/16 .Ad • e I +II -, 1—i — OF 0Y 1 IDI I • •- •• ,' •- I ' . ' ',. - . — ASPHALT SHINGLE ROOFING — I -1 ASHALT SHINGLE 2x BLOCKING • • 4e :w a '. +---------------------�rr—•------------ --� ROOF — 7/16 OSB DECKING - 71 I I — — — — 2x8 WOOD JOIST AT 24"OC _•- - I � — 2x8 WOOD JOIST AT ` ' 2a 1 - - 24 O.C. s 6 d --'"" '--'---.'----•--- 1 E _ _ y _ ASPHALT SHINGLE ROOFING 0,1 _— r _ 1 O . . . P'-• /•--,. -. . ,„ dI al r41..../ 11"- a I d . • a' J _ 2 x 14 I 66 I ; :. ••.: ` . J — GUTTER �{` 1 ...d s+w r i f"."''''' 7--N\, I< 40 �� ti .--I-•------------------•r—.----------r-- —r ; 7 l/2"HARDI ( 4 )°I SOFF{TBOARD. I iI Q r------ -----------------.—.------•--- -----� N. _ SOFFIT ARCHITECTURE . 6x12 WOOD BEAM • I I °' n _ _ _ _L_ _ _ ■ TYPICAL DOWNSPOUT ON IN COLLABORATION WITH , • 1 -. w o' I •—••----------------•--------- ---------f e' BACKSIDE OF POSTS 1 DETAILmis . ..• I I .k .: \\IC‘NO1.1.1.ft &.4%.,_ ; it ;� Wa -1_311._...__________..--__ i- ----�I _ - 6x6 WOOD POST • . MARTINEZ DESIGN GROUP INC. -•q•; .;•+ ASPHALT SHINGLE ROOF r METAL DRIP EDGE - •' ° I ` DISCHARGE END 90 OR 45 y- .: 11 2x4 fi 1 CONCRETE FOOTING PAVEMENT,SEE CIVIL Hall Pointe n roi to . . 2x8 ► 2x10 �— Townhomes SOFFIT _ ' } - -4 :k; I I— — 8735 SW Spruce St. Tigard, OR 97233 CARPORT FRAMING PLAN CARPORT ROOF PLAN 04 • . SEE STRUCTURAL = _11111 Project Number M 1512 DETAILmi �� : I=III �� • -- _-—= Date 9/13/2016 11 :45:37 PM 1 411 —' 1 r—Orl 1 /411 _ 1 r_011 — "�Nis. 1 .- -1 - _1 _ _11 1 11 1 Carport -III III III III III III III III II - II1-1 I I I 1 I 111—III— /7---5-----N\\ r 1 3/8,, _ 1 r_011 G .4 . 3 Scale As indicated 1'-0" \ irr" 11 0 -' SIGN AREA = 70 SQ INCHES MIN. 20' 0" / 0 CLEAR i ACCESSIBLE PARKING SIGN �° INTERNATIONAL SYMBOL / \ b OF ACCESSIBILITY SLOPED RAMP, SEE DETAIL PARKING \ ACCESS AISLE ONLY, 3" HIGH LETTERING MINIMUM, TYP. 0 \ �, J CMU BLOCK WALL VAN 4— "VAN ACCESSIBLE" SIGN ACCESSIBLE PARKING SPACE ACCESSIBLE WHERE APPLIES @ VAN SPACE SIGN AT EACH ACCESSIBLE PARKING STALL CURB ol. ijo QQ TRASH CONTAINERS VIOLATORS ARE SUBJECT TO FINE AND — ' IORTOWING PER 66-1-35240 O U NMSA 191$ \ J m 80" MIN. IF ADJACENT TO ACCESSIBLE ROUTE, OTHERWISE 60" / PAINTED DESIGNATION 2 1/ 1 h. G-5.,o) PAINTED STRIPING 1 J Accessible - SWINGING GATITHTCH AND CANE BOLT ;:r 1 /4" - 1r-0" 4Trash Encloser OSOLAR LIGHT ' 3/8" = 1 r-Or r 2 3/8" DIAMETER POST 30 1/2" (� 18" � e ❑ e ❑ —4— 12" ; ® ❑ ❑ 1 4" IrAlikr• ❑ ® ❑ mn G -- i '� ` ) SIDEWALK ® ❑ a �' ° o 1 iii n o- • \ 47 3/8" 14 1/2" `R t 'I. JERRY J. 1E1 ❑ ® 1=1 ' °. IT:, • "- 1' CONCRETE POST FOOTING ® ❑ ® ❑ 62" 61 1/2" —!, ' '..� i �•1. I,ORE60H ,�1r, 4, ° _ 57518 ® ❑ 4 It, 9114116Itli O® PEDESTALoF o� ° ° ❑ �/y 45` 1 I. .d r 0 0 0 n I _ 41 00 c " a; e i ° .. ,, -:,'q. . J< 1 1 _ M T 8"CMU !MI 4" 12" ME 1 1 ed.a ag • .a' 16 1/8" Aa 14" ISI $ : 1 - #4 REBAR AT 24"O.C. 1 4, .,,,,,,-, • . ,*Accessible 12 _ r rr ELEVATION ELEVATION BASEPLATE PLAN DUMPSTER —► 1 ' 11 ARCHITECTURE 1 1 /2" — I —O PIIP IN COLLABORATION WITH - a-6" f _.N MAILBOX ENCLOSUREIll \; /:/, 6"CONCRETE 1\` ' WITH WIRE MESH 11 8"x8"xl/8"THK MAILBOX PEDESTAL •, _' ,-0 it 0 MARTINEZ DESIGN GROUP INC. SEALANT . . • . . .' i 1 SLOPE 1:10 MAX 1/2" MAILBOX BASEPLATE, SHIM PLUMB AND LEVEL WITH HORSESHOE SHIMS 8" CONCRETE MAILBOX PADHall Pointe I4.. L,L- 11 _j_i:- (4) ANCHOR BOLTS, SECURITY NUTS AND WASHERS 0 3/8" RADIUS TOOLED EDGE — I - Townhomes EXPANSION JOINT #5 BARS AT 14" O.C. E.W. _ — ` !: 8735 SW Spruce St. Tigard, OR 97233 YP. 4" CONCRETE WALK — 11 111. . � —-mi 1 - Project NumberASSEMBLY _ _ _� � ,. � M1512 SLOPE ° — I I — 9/13/2016 11 :45:38 PM a 4 REBAR 1:12MAX -------- ., a ,.. - . - :- ---------- i Date ITH -° , _ -" - . . -III-I 1I- \ _ _ y .p;` '. :';':;- :-:4°. - YI: v:. 1-1 1 r 1'-31/2" Site Details 11 -' 1-11- 1 -11- 11111_ TI -- UNDISTURBED OR -- -- 4, ,/ _ _I I , — I-- COMPACTED SUBGRADE 7II —I If III-1111111II—III III_ III JII=1_li—III Trash Encloser-Section . 40 Ramp Detail Mailbox -1 /r-�/2" _ � r-O 1 " _ 1 1-0" . LL 0 Scale As indicated ir r _ 11-0" • 51/4 x 11 1/8(2.2E)F'51- RIM SLRIM ACROSS STAR OPENING gek 11 ® (;;) 0 54.1 54. F lap ' , ,, r –1 __ ��� r � T -- — — -- — ----� mil �i� — 6 r 1 i .rt : 1 I � ® II w -- UNDER WALL.55E)LSL II I J I L-1 �n.L�P f UI�I014e , , II 1 � I L___-� L. 1 , �.11 I k C, 1 I © II SEE i i `� Ili TYPICAL AT F I 1 H© 1 fl 7` THIS WALL LINE 1 L- -J L---- I RUN EXTERIOR PLYWD. It� ® I i D Q I CONT.ACROSS PARTY !� 0 Q I © da / /-��, L`-J I © WALL SEPERATION RUN EXTERIOR PLYWD. 1191 1 / `jj , I ® (TYPICAL) O 4 xUN EXTEIOR PLYW .r——— + ! CONT.ACROSS PARTY r� —I_L__LJ1_ ___II �°�� s 3 I/2 x 11�/S l 2.2E)PSL 111/i4 � i WALL SEPERATION 6 CONT.ACROSS PARTY L 1 r"" __ -"'_ - --- --r' -----, !■ Li UNDER JOISTSr (TYPICAL) iI■ ' WALL SEPERATION / 1 �' J ' I D Q1USE TYPE A NAI fNG ���- I �■ (TYPICAL) S / /L l SII .- USE TYPE A NAILING 54 / / ' L- ..1- vim AT ALL WALLS-TYPICAL STAIRS- I ❑ L___ I ' I111 SEE ARCH'L. ll AT ALL WALLS-TYPICAL 0 4 , , I SHEAR WALL ^ 1 1 ' 7 1 = AND 12/54.1 O I i !� iJiib 2 x SPACED DECKING . ' PANEL-SEE® I I © 1 i 1 1 I I�� ° 2A fl / ii� I I' , 54 //,. S , SET END OF SEAM ON Q I © O SET END OF SEAM®-��4TOP OF WALL- I © I n . ON TOP OF SEAM -_ --� ' ��� PROVIDE DSL STUD J --�-� 1 O UNDER JOISTS � -�f����� UNDER SEAM v r--- 1 r tr�7l� - �._. 1 - I r- 11N I SEE 08/54.1)OR C IS/54.1' r D�r T rII I '---iTYPICAL AT �I III 'IL" 2 x 6 JOISTS e lea"a/c AT END ® i i FU I , THIS WALL LINE ��' © AT STORAGE ROOM OF SEAMS i i ' ' ' I I �� 1 -- Q h�II �l S4JI " 11 �II! .� � IL— © 1 1 1�6 i �' ��'- ill 2x SPACED DECKING54 ! ! '!I I , 7 4, 1�1 � ::::::::11 O I I 10El II N ��' © I J '� rIt� 31/2 x 11 �/S C 1.55E)LSL I� _ ! �� - �s`� II r © © 1 UNDER WALmoi+` -�rI I 10 6 x8POST W/51MPSON �, ■I °® G I I © D © I I �$ PO/S33ASEO �I�jj © Q� - SUPPORT BOTH BEAT f8 ! 4 4 x 8 NDR. -__J - ---- ,--1.-I--�- J 1 ® ( ) I --- IIIM I Er �°' SEE ARCI-•I'L ON POST IN WALL ,f r' ,, rPIP' ; �, i CANTILEVER JOISTS 16"o/c ■'■,■■ T - 10 �� SET POP OUT TYPl E WALL ■`■I ■I z-i r- - - "�^--TT-----1 © I31/2x11 V8 (2.2E)PSLj�I IID I 1 I ® A UNDER JOISTS 8 I � / /' 137 Fab L_ L�--� i� I I Q 1{ STAIRRCH'L. la8 II 4 D 1 1im AN of at.. Al BKE INC. p : II © �- TYP I 1 1 �, D 12/s4.1 013/4 x 11 v8 (1.55E)LSL 1 -- - ----� UNDER WALL /, ,1 STRUCTURAL , ii II _, I 'I " j I,III © 4 MY © ill I 6 gk 2A / i I 2700 SE HARRISONENGINEES ST.5TE B El I "" © 1 1 © � 54.1 PROVIDE 51-KG AT 54 11),... /' ` ' L= MILWAUKIE OR,97222 I��I © I503-607-0481, FAX 503-607-0486 �, r---J A J I� - --- ® • 7 II I ,,,,'' FLOOR SHEATHING 1 ,�_,_, !o —� AT HATCHED AREA 0• Lki-1r1- T. .'1 I__-_ I f� PLYWD. 16 I -I 6 11--j ,;i E ...... II •ii 54 W JIL- 83 �__ OI II — 1 �I �_ � � I, P III_ 3 ,� L___ © = Hifi _ lag I 54.1 3 �� PROF : I11 1 ` F 2 0192514 4 I I ' 111 © 54 Sl 1/4"=1I-0„ �9�v `/ r 1 53 J It ' JU tttt ;; %� 2 I I .I _ n I .� 83 I I I II !!r / �lA 2 © 3 r � I I I 2I 3A NOTES FOR AND wir,"fI I. r, V.,_ - v u -2 -' T r-r-T-�- -rI ( JJ 1 S3 I 84 154.1 S1 B L.... J ` 0 ❑1 TYPICAL HEADER-4 x�o(U.N.O.) �, v. 30, 1916 0 TYPICAL THIS JTYlk.4. LEVEL U.N O.ICAL S U © ❑2 SIMPSON HU 11 R. ��min G. ® LEVEL U.N. 5© 54IB ❑3 3/4"T G PLYWD (APA INDEX 48/24) W/10 �+6"o/c EDGES AND IOd 12"o/c FIELD.GLUE PLYWD TO JOISTS EXPIRES:12131 12017 RUN PLYWD CONT ALL FLOOR FRAMING SHORN ALLy FLOOR FRAMING SHOWN ® 1 3/4 x 11 `l/8 ( 1.55 E) LSL SETS UNDER WALL AT POP OUT TO OUTSIDE WALL IS 111/8"TJ I 110 JOISTS 616" o/c IS 11 I/8" TJ 1110 JOISTS ' lb"o/c UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE E 13/4 x 111/S C 2.0 E)LVL -1=11111111111111.' DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA DL:15 PSF DL:15 PSF E ? d -INDICATED SHEAR WALL SEE SHEAR WALL DESIGNATION ON PLAN AND SHEAR WALL SCHEDULE PLAN LL :40 PSF LL : 40 PSF eda A LLS L/480 A LL s L/480 D © -INDICATES HOLDOWN AT END OF SHEAR WALL. SEE DETAIL CALL OUT AND HOEDOWN SCHEDULE 4(4.4) ,.4 . / I /�� 8 31/2 x 111/8(1.55E)LSL UNDER WALL AT SECOND FLOOR v NORTH NORTH/ FOU l*�l ATl O I�L FLAN�1 SECOND FLOOR FRAMING FLAN FIRST FLOOR FRAMING� � ARCHITECTURE e15 'BUILDING 5 I/8"= 1'-0" 0 $UILDING 3 1/5"= 1'-0" IN COLLABORATION WITH NOTES FOR • : ���,,j�/ El DIMENSION LINES TO FACE OF CONCRETE 6 EXTERIOR,U.N.O. \\/, ❑2 t -INDICATED SHEAR WALL.SEE SHEAR WALL DESIGNATION ON PLAN AND SHEAR WALL SCHEDULE Sl-IE4R WALL SCHEDULE SHEAR WALL SCHEDULE NOTES : El _ © -INDICATES HOEDOWN AT END OF SHEAR WALL. SEE NOTES ON"PLAN AND HOEDOWN SCHEDULE MARK SHEATHING ATTACHMENT REMARKS ANCHORS AT FOUNDATION A. PANEL EGEDS SACKED WITH 2"NOMINAL OR WIDER FRAMING Martinez Design Group Inc. ® NAIL PLYWD.ABOVE AND BELOW WINDOW OPENING AT SAME /l io"APA RATED(32/I b) Sd b"o/c EDGES SEE NOTES: 2 x(o PLATE W/ $. SPACE STUDS AT Vo"o/c NAILING=AS NOTED AT SIDES ® PLYWD.(BLOCK EDGES) Sd 6 12"o/c FIELD A,S 5/8"4'A-BOLTS 6 48"o/c Hall Pointo G. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED Q 3/4"T 4 G PLYWD (APA INDEX 48/24) W/1(dd e 6"o/c EDGES AND 100112"o/c FIELD.GLUE PLYWD TO JOISTS ® /Ifo"APA RATED(32/16) Oct 4"o/c EDGES SEE NOTES: 2 x " PLATE W/ D. FRAMING AT ADJOINING PANELS SHALL BE 3"NOMINAL OR WIDER. Town ho mes PLYWD_(BLOCK EDGES) Sd 9 12"o/c FIELD A,S,G D 5/8" A.DOLTS 48"o/c © 4"CONCRETE SLAB ON GRADE WITH*3 6 24"o/c EACH WAY - OPTION:2-2 x STUD IN LIEU OF 3 x STUD 8753 SW Spruce St. Tigard, OR 97233 /Ifo"APA RATED(32/16) Sd S 3"o/c EDGES SEE NOTES: 2 x 6 PLATE W/ 2-2 x • ADDITIONAL JOIST UNDER INTERMIDIATE BEARING WALL AT © PLYWD.(BLOCK EDGES) Sd 12"o/c FIELD A,$,C,D 5/5" A.DOLTS 48"o/c Project Number STAIR-SEE( 12/54.1 iOd 9 6"o/c STAGGERED- EACH SIDE 15-175 D (2)LAYERS 5/8"GYP FOR EASE PLY: SEE NOTE: E ❑ MODIFIED 2-HOUR FIREWALL *8 SCREWS 4"a/c AT SEE 6/S3 Date 8 SEPTEMBER, 2016 HOEDOWN SCHEDULE TOP AND BOTTOM PLATE AND ALL STUDS MARK TYPE I ATTACHMENT ANCHOR I REMARKS FACE PLY: PLYWD. EDGE NAIL BUILDING rr B rr ASREQUIRED SY FIRST/SECOND FLR PLAN ARCH'L FOR FIRE RATING O SIMPSON "MSTC 28" lb-Ifod SINKERS(TOTAL) SEE NOTES ON PLAN _ E. *8 x 15/8"COARSE THREAD SCREW WITH a TO DBL.STUD E (2)LAYERS 5/8"GYP FOR BASE PLY: SEE NOTE: E SEE C6/53MINIMUM 0.285 HEAD DIAMETER o MODIFIED 2-HOUR FIREWALL *5 SCREWS-7"o/c AT O I SIMPSON "HDU 2" 6-1/4"4) x 21/2"SIMPSON SDS SIMPSON"SSTS lfo" SEE(15/53 TOP AND BOTTOM PLATE L; SCREWS TO DSL.STUD AND ALL STUDS DO NOT SCALE FROMDDRAWINGS - S 1 B N NOTE:HOEDOWNS ARE LOCATED AT SIDES FACE PLY: VERIFY ALL DIMENSIONS W/ ARCH. C AS REQUIRED SY ocI OF WALL PANELS BETWEEN WINDOWS AND ARCH'L FOR FIRE RATING DOOR,SEE ARCH'L.FOR OPENING LOCATIONS Scale 1 /8" = l '-0" o 2 x 4 OUTRIGGERS 9 24"o/c 10 C-, 55 I II I I 3 11 II igh 11 II ■ 3 ® ill4 x 10 TYP. ` mi•1111 S Arm� ® ® ` a0 Seo ' IL---- - - - - IF -IF`- II II L_ 4x8 STRAP AT END OF SEAM - ilimr_ - I -SEE( 13/55) I I �I� owe oRI!© ,i3, 1____10, • 2 x 4 OUTRIGGERS 151 e 24 o/c II 3 11 4x12(TYP.) I4x8 , IL J I - L IF r �r-----iI II 11 h1 1 L_ �i © �� 1 II C I 13 =____„._ 49 �A. 2al 0�1 ul 56) 1 I 1agh 56 ul I ROOF$FLOW 1Il 1 I -SEE(2/S2$) 1 �� V © F ■'■,■■ © fl 11II 3 ■Cpi... ■1 11111I Fr: les ■.■,■■ - liph\ 'itlI ' ■N 56 BKE INC . I21 ® m� 5 55 7-. UI STRUCTURAL ® NI ANEW. 0 ENGINEERS 1� 8 I I` ® 2700 SE HARRISON ST. STE B 1� MILWAUKIE OR,97222 1 ' 56 " 503-607-0481,FAX 503-607-0486 L IF -IF 0 I I 1 Iwr _ �� 11 F ' 4 x 10(TYPJ ® r M. Tik6iEl Q .SII D PRpF F ® 4x10TYP. �' cfp,or, .._ Efib. . ,:/11 A 0 ' 1 & ir, N ��M■ -__- ' 4MimMI 56 • GY-' 3 10 55 EXPIRES:12/31 /2017 2 x 4 OUTRIGGERS 6 24"o/c eda . 41‘ I ROOF FRAMING FL4N NORTH (1. ARCHITECTURE 213 3UILDING 5 vS"= 11-0n IN COLLABORATION WITH NOTES FOR AI DESIGN LOA CRITERIA FOR TRUSSES Ig �1 PROVIDE 2 x 4 FLAT$LOCKING AT ALL HIPS AND VALLEYS. TOP CI-LORD 25 psf LIVE LOAD EDGE NAIL PLYWD.TO BLOCKING. 10 psf DEAD LOAD 1 2❑ SHADING INDICATES OVER$UILT AREA.ADD 5 psf TO TOP 10 psf NET WIND UPLIFT CHORD LOADING. TRUSS MANUFACTURER TO PROVIDE BOTTOM CHORD 1 psf DEAD LOAD Martinez Design Group Inc. OVER$UILT TRUSSES AT THESE AREAS OR CONTRACTOR TO STICK FRAME-SEE(14/55)OR ( I5/S5 ❑3 TYPICAL ROOF HEADER- 4 x 6 . ® PLACE MULTIPLE STUDS UNDER BEAM OR TRUSS TO MATCH UNLESS NOTED OTHERWISE Hall Pointe WIDTH OF SUPPORTED MEMBER(TYPICAL) ALL FRAMING SHOWN IS Townhomes PRE ENGINEERED TRUSSES ❑5 1/2"APA RATED(32/16)SHEATHING.ATTACH SHEATHING W/ Q 24"o/c 8753 SW Spruce St. Tigard, OR 97233 Sd 6"o/c EDGES,Sd'd 12"o/c FIELD © $RACE NON-SEARING WALL TO TRUSSES-SEE( 6155 )t (-1/55 ) Project Number 15-175 Ill SET TRUSS OVER TOP OF WALL$FLOW. DESIGN TRUSS TO TRANSFER 150 PLF FROM TOP CHORD Date 6 SEPTEMBER, 2016 TO BOTTOM CHORD. NAIL PLYUJD.TO TOP OF TRUSS WITH Sd 64"o/c-SEE( 5155 . BUILDING " B " ROOF FRAMING PLAN 0 0 0 N S 2 B ,-., DO NOT SCALE FROM DRAWINGS- c VERIFY ALL DIMENSIONS WI AGI-}. co Scale NOTED • FACE OF PLYWD.0 EDGE OF CONC. 1.1:,.. ..__ __„-----UJOOD STUD WALL- PLYWD.- SEE PLAN WOOD STUD WALL- FACE OF PLYUJD. siMIDEULTIFLE STUD COL. WOOD STUD WALL- SEE FLAN AND ARCHL. SEE PL,4N,4ND ARCI-4L. VERIFY THRESHOLD SEE PLAN AND AfRCHL. e EDGE OF CONC.----.. 2 x P.T.PL,4TE WITH SEE ARCHL FOR 2 x P.T.PLATE WITH CONDMON WITH ARCHL SIMPSON L50 0 EAck x_ SEE PLAN 2 x P.T.PL,4TE SET FLUSH TO PLYUJD.- 5/5"d)x 0-10"A.BOLTS FLASHING REQD 5/5"d)x 0'-10"A.BOLTS INSIDE UJALL)UJ/5/5"4)x10"A.B.'s SEE F'LAN ------,,,,,N\‘ e 45"a/c-SEE( 1/53 ) , 6 4S"o/c-SEE( 1/53 ) 1-*4 ---- PLYUJOOD 6 42-0"(DO NOT COUNTERSINK EDGE NAIL ----_____,,,... SEE ARCHLAT CORNERS INTO P.T.FL,4TE) ' . BOTTOM PLATE EDGE NAIL , FLYLUD. PLYWD. -- EDGE NAIL --------.... ....._=-!..y_ SEE ARCHL ---. ' d „-- / / / / / 7--, ./ / / /.1, / PLYUJD. .. A 5/5"d),4.BOLT (DO NOT . , "Mr 1044 i„, f COUNTERSINK INTO 4ti omm. *V, . - (• Il . II II II PT.PLATE) . • • 1 A il - t .1-•,-•'y/'Z's•-..,,,?.../ , t . I '''••,,.___..,„.__________ i>7.,- JOIST 1--t-iff- Mfi Kiff Ma ° : - . ' -- JOIST -' 7/8--- -= • .i - . ,, JOIST . ,, _ JOIST PLYUJD. ,, / -gilffigillgi- '-d b I _I L coNc.FDN.WALL -•-....N_ . . III1 * - \ \ \ LIJI-IERE NOTED I= . . \ 1 "-------. WI*4 0 24"a/cIL . 1._-_--.- _ P.T.PLATE HORIZ.4 VERT. - - V* V CONC.FDN.WALL 111 ' V. i1II1 - * V' TJI BLOCKING Zt, SIMPSON TOP FLANGE 1E - _ - . TJI BLOCKING "---TJI CLOCKING e 4'-0"oic , fl111- • *. HANGER BY JOIST MANUF W/*4' 24"o/c t1111 - *. 11/ e 4-0"o/c r - • , , • R=650* HORIZ*VERT. ----- ,,A\ FOR WALL 4 REINF. p - - `? A FOUNDATION WALL -SEE ilin. - - X 6"CONC.FDN.LU,_!LL7.," . "-..-- - X WI*4 e 24"o/c 4"NOOK 2 4"HOOK. E E . 1 1 E 1 HORIZ.4 VERT. = r i11 iEi- -"*. • • • / * • .--7 2-*4 111 v -' in in ...•----- FOOTING 2-*4 MI -...2.4m,_1/44Ttms" ii111 ' . . .t...40.%*.A.... • 1111 - .4.441dNi.4..m ' - ."L'''. 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FACE PLY I SOLIDyjoIM iaRTmA(11\11/u2F".MIN.) NOTE: EGADING FIRE WALL SOLID IM(11/7 MN.) • EDGE NAIL PLYWD ADDITIONALSEEA CI-I1 EI CN FT oU RRAmLAFT SN R E RR REQUIRME1•1T5 i 2 x PLATE W/10d 0 6."a/c 6 EDGE OF CONC.------\\, fR BYJOIST MANUF. .. . TJI 5L-KG.e 4'-0"o/c IF STEP IS REQUIRED TO PLATE OFF F'ATIO SLAB SEE lk FACE OF PLYWD. e EDGE OF CONC. „..------PLYWD. 1 PLYWD. ARCI-4L.AND( 15/53) PLYWD. WOOD STUD WALL- SEE PLAN AND ACI-4L. l&cI 6 5"a/c FLYWD. 1 - 11 11 MOVED kat• ,figg ___„__7,--, , „ , , , 7--- -- FACE OF PLYWD. 11 _• 70771 EDGE -K.... ._____ EDGE - 4,-.,.. .4....___ e EDGE OF CONC. 11 0 2 x P.T.PLATE WITH 13K.Mg El ! ---JOIST 0 0.145"4)x 2 1/2"POWDER EV IDLED , 2 x12 DF/L P.T.F'LATE RIPPED TO NAIL I NAIL *4 e TOP 4 BOTTOM PATIO SLAB-SEE ACHL. I ACTUATED FASTENERS ,, • SET FLUS1-4 TO FACE OF FOUNDATION 1 AND FOUNDATION FLAN II AT 5"o/c d . WALL W/5/5"d)x10"A.13.'s \ ,. •,-- , --,, *4 lip TOP it 0 BKE INC, V 6 4-0'(DO NOT COUNTERSINK , 2 x P.T.PLATE WI 2 x P.T.PLATE WI ., • BOTTOM 0 ./)/ \ .: • 5/5"4)x10"A.DOLTS FINISH GRADE A INTO P.T.PLATE) 5/5"4)x10"A.!BOLTS s', PATIO SLAB-SEE ARCI-L. 4 • 41 • STRUCTURAL E 6 4'-0"o/c(DO NOT E • , e 42-0"a/c(DO NOT AND FOUNDATION PLAN FINISH GRADE ENGINEERS SIMPSON TOP FLANGE------ - ' COUNTERSINK INTO Zs) V COUNTERSINK INTO . —........., 110-pepyi 2700 SE HARRISON ST.STE B MILWAUKIE OR,97222 4 - HANGER BY JOIST MANUF - • - _ • PLATE )SET 12 ON EA. PLATE )SET12"ON EA. -R11M11111M1 ' . ' - ' _* ' * w - - * ' -um —,....„ • R=6504* SIDE OF CORNER AND 7: SIDE OF CORNER AND 1,111-11111-L1-111 •- Z' ----- 11111-5-11111-----111 i_i 503-607-0481, FAX 503-607-0486 • Elll 1=----11111,11111• --fr11=11111=11111, ,---111M-4M-11 .- 6"TO EA.ell:DE OF SPLICE E 11:',-----.-11111--- 11111 -111 . \N.,...,.....!""TO EA.SIDE OF SPLICE •-- E 2"CLR. •___ - <1 ' - iiiii-iiiii-1,11,-- Hui-11111—LULL " - * A =- -=11111-91111-71 t-=I 0- 1 "CONC.FOUNDATION WALL 11- 11111--- 11111 -1 ' N _____ \./WIET14.4 61E3"o/c HORIZ AND • • .4,/ - i t 6"CONC.FDN.WALL ..---- 6."CONC.FDN.WALL .--- \S) _1 11111 • = . . - j 2 E 2"CLR. _ _ - 1-_ - ' - . - • - W/*4 6 24"o/c EA.WAY CZ W/*4 e 24"o/c EA.WAY V • :'.q 11111 • 2 a • _I a • ...1 0 0 k MI . ' . - • - 1 fi 2 *4 4- -....____ ---2-*4 CONT. Zn 4- . __,..____--2-*4 CONT. • ' -91111--- -11111-111 k il1111 • ---i • • 1Y. 7iiii-TIT-Tiiii- 11AZIP141 U HI • '. - ..,,,, ---- .'` iti ---1- 11111:---1111e---111 C'f 1 1-_--t - . - " - - . - 0 1.... 1 iii-iiiii-um- 4' • E11111-7:-.11111==111111: ______ E11111=1111111i 'S, ,,._,,_ ilff-11111-±111111-- -1 Cfl 12" .._1 0 \*- Fil - - -- . . - • - - - EY x 24"FOOTING UNLESS S x V-V FOOTING 5"x r-6"FOOTING / 12 , )/1 4 ------_FE-L- w11 il- -_..- ,-T-__-iiiiliiiiiii NOTED OTHERWISE UNLESS NOTED UNLESS NOTED / / 71g 53 - if, ' Fr4;" OTHERWISE S OTHERWISE / Amp 1 e ,,, ,..?”-- ..=r- 10 0" = le 3/4" r-0" 53 3/4"=P-0" 53 1".1,-0. 53 1..1,-0" .30. VERIFY THRESHOLD WOOD STUD WALL- --At-- /\/' 'AM G• WALL BEYOND------ SEE PLAN AND ARC1-4L. WALL BEYOND WOOD POST-SEE WOOD STUD WALL AND FLASHING FDN.PLAN AND ARCHL. EXPIRES:12/31/2017 CONDITION WITH ARCI-41... .- *4 HORIZ.6 TOP 2 x P.T.PLATE WITH PORCH SLAB 7.----MULT.STUD OR POST- WALL 5EYOND 0.145"4)x 21/2"F'OWDER SIMF'SON ABA „ SEE SCI-4EDULE ACTUATED FASTENERS NC2IF...__: (TO FIT POST) WALKUJAY F'ORCH SLAB-.- AT a"o/c SEE ARC-4'L.FOR RISE AND POST BASE WITH -SEE PLAN HOLDOWN AND ANCHOR DOLT- 7-PLYWD. PORCH SLAB RUN OF STAIRS AND NUMBER y • (1 1/2"4)x V EXP.BOLT /-----SEE SCI-IEDULE DO NOT SUBSTITUTE OF TREADS (5"EMBED.) , I • -SEE PLAN CAST IN ANCHOR DOLT WITI-IPOST eda • ,... =iii 10-71,-Wi 1 , \ INSTALLED ANCHOR WITHOUT 4‘ "8-7-7. • - . _ A • • „ -'+ ......._ ___‘____ - 4”MIN. • , , APPROVAL FROM ENGINEER • -7. . , . 7,...... — .......-- IMMINIIMIIIMINI. PATIO SLAB-5EE AfRCI-1L. r t / V . --------JOIST r - ' - Vc\ 7 -\\ F*,•..1 1--- - , Vrw>gi 11=-111111—L=J11 lit— ' \ '' . 0#. I 'I I 1 ,.... I i I I I I - • ' 14 1 i II II COMPACTED FILL - .1, -6 ARCHITECTURE 6, (k 1 I,_ . • - 1 .: d11 • SEE CEO FOR • -•-I • • \\ 1 2"CLR. UNDER SLAB r---......- OIMINNNIONINIONTI IL flill *V . - 1 IT 7 ADDITIONAL v - Illi 1 =11,1=-11111=111,,: * '` NOTE: -1-11111E-11111E1 .i1111 . - INFORMATION . --..., 11-=1111611111=-1 -= 11111::-L----=11111;j11 - : -- 1,,,,---11,11-Itutt-I- „. . . . - p =.- = -_-_-- -''''.c. . _ 6„CONC.FIDT\L PLAN 6 1 *4 6 24”o/c EACH UJAY '•-*-41firil .•1 111H "- - - ' 7111111116-=-11111111117111111 1 \\,t-t, IN COLLABORATION WITH IF A STEPI5 REQUIRE?) a" . v CONC.FIDN.F'LAN r .. ,111 -:- 1- WITH*4 6 24"o/c i l.i- . -_ HERE-SEE ARCHL / WITH*4 6 24"o/c HORIZ.4 VERT. / ' - \ i I I Z.ct 11111E- - * ' • ' 1- • ' - 1 2 AND GM HORIZ.4 VERT. ' ..!. 3"CLR.--Z\ • ''' - - *. ii1111 - ' V' ‘ ..- _________ __/ 1111111 L _1 -, .' , 1V. 1 1_ ' • 2-*4 CONT. 3"CL.R. ,,„,,...,.._ --N i1111: - - • 2-*4 *4 6 earTom 5. -=:1111=-=-111 A ' Aft 1W‘' 11 / FOOTING UNDER WALL 2"CLR. --- m/1-11,11-111,1- FOOTING UNDER WALL _ .• a - -t•-o• '°-T----- BEYOND-SEE FDN.PLAN SEE NV FOR ADDITIONAL BEYOND-SEE FDN.PLAN •_ _ _... ._ _ _ =11111=11111 11111_11111=11 - • t> AND( 12/53) . .• INFORMATION • ----f-11111 -11111- --1N---_____ E3 xle FOOTING12" Martinez Design Group Inc. / - S x iv FOOTING 14 3/4"=r-0" 53 1"=r-0" v flili ' - - - 1 -.4... 0.%.4-...-' • . Hall Pointe • 1 •- . - • Townhomes 21111 1 ' - 411 AT XTERIOWALL_ 8753 SW Spruce St. Tigard, OR 97233 ER Project Number 15-175 Date 7 SEPTEMBER, 2016 BUILDING " B " . DETAILS 0 0 • 0 - S3 CV Ct5 = a at --, . Scale NOTED c'S --- WOOD STUD WALL WOOD STUD WALL JOINT-SEE ARCI-IL. -.4 / JOINT-SEE ARCN'L. GYP.BD. WOOD STUD WALL GYP.SD 2HR.MODIFIED FIRE WALL 21-IR.MODIFIED FIRE WALL 1C-- ~! 16d 6 8"o/c `— GYP.SD. WI(2)LAYERS OF 5/S"GYP- WI(2)LAYERS OF 5/8"GYP- PLYWD.- 16d 6 8"o/c 16d e 8"o/c INTO SEE ARC{-IL. SEE ARCH'L. SEE PLAN PLYWD.- 16d'�8"o/c PLYWD.- CONT.RIM GYP USED AS SI-TEAR WALL- GYP USED AS SHEAR WALL- SEE PLAN SEE PLAN�. EDGE NAIL PLYWD I SEE PLAN FOR FASTENING SEE PLAN FOR FASTENING 13/4 RIM 16d 6 8"o/c INTO EDGE NAIL PLYWD. „_._---BASE PLY BASE PLY---.-__, CONT.RIM PLYWD- INTO CONT.RIM PLYWD. 1 EDGE NAIL SEE PLAN �� W -- -FACE PLY PLYWD.RUNS CONTINUOUS PLYWD. FACE PLY -_, .. EDGE NAIL PLYWD PLYWD. L ?S UNDER WALLTO TOP PLATE SOLID RIM(1 1/7 MIN ) EDGE NAIL BREAK 1 SOLID$LKG. I 1 PLYWD BREAK ( SOLID RIM(11/2"MN.) 10d'S 8 a/c (f �� Y\--- EDGE NAIL PLYWD. 1 I OVER R( I IF PLYWD NOT BROKE PLYWD IE I 'I! JOIST H -SEE ARCH'L. INTO CONT.RIM 1 ' I { OVER RIM 1111 IF PLYWD NOT BROKE I� I OVER RIM AS SHOWN, OVER rI i BY$JOI T MANUF. &`+ ' EDGE NAIL INSTALL SIMPSON A34 ! ? OVER RIM AS SHOWN ''. 6 16"a/c EDGE NAIL ! INSTALL SIMPSON A34 JOIST I , ,, r SIMPSON ■ IIs -�� 16"o/c 1 LTP4'S 12"olc WE STIFFENER 10d�7 S"o/c ,' 1 $Y JOIST MANUF. JOIST SET AGAINST JOIST-SEE TOE NAILS 10d e 8 o/c54 TOE NAILS JOIST PARALLEL SEAM-SEE PLAN } --WOOD STUD WALL CONT.RIM STAIRS TO WALL CONT.RIM t$LKG. EDGE NAIL SIMPSON A34 616"o/c JOIST I PLYWD-SEE PLAN --- - -- -SEE ARCI-I'L. AT CONT.OF WALL RIM TO TOP SEE 54 _- SEE ARCHITECTURAL FOR �/ !- .-'`= SEE ARCHITECTURAL FOR / \ r � � BLKG.'7 4'-0° ADDITIONAL INFORMATION , REGARDING FIRE WALL ADDITIONAL INFORMATION HEADER WHERE r REQUIREMENTS t ArylNOTED L %� HEADER WHERE REGARDING FIRE WALL 2 NOTED 2, 2 4 REQUIREMENTS 54 1""=1'-0" 54 1"=1'-0" 54 3/4"=1'-0" 54 1""=1'-0" 54 1"_IL WOOD STUD WALL SEAM GYP.BD. 16c168"o/c PLYWD. PLYWD.- EDGE NAIL PLYWD. SEE PLAN— SEAM-SEE PLAN BLOCKING SLKG BETWEEN JOISTS 13/4 RIM r , SEAM-SEE PLAN PLYWD. PLYWD- EDGE NAIL SEE PLAN JOIST PLYWD. DOUBLE PLATE ON == ATTACH SEAMT4 r r r r -r=-7'- f ----. . � .001 TOP OF WALL MMM FACE OF JOIST WITH L IL 0 I BOT OM Fd 6 LANGEEL OVOIDD SIMPSON L 50 i ill. EDGE NAIL AT SIDE OF SEAMCANTILEVERED E3V O®E3F3 JOIST 10d 6 5"a/c JOISTS 1**- SIMPSON LTP4 6 12"o/c B KE INC. •• STUDS SET STUD UNDER BEAM-SEE PLAN `"--�,.-__._.__._.WOOD STUD WALL SEAM SIMPSON ITT 11.55 HANGER JOIST STRUCTURAL -_._4-_ 1 - FOR FACE MOUNT HANGER ENGINEERS USE SIMPSON IUT 11 PLYWD-SEE PLAN __,,-_ - 2700 SE HARRISON ST.STE B r'"'►., MILWAUKIE OR,97222 \err HEADER WHERE 503-607-0481, FAX 503-607-0486 Q '�l, NOTED & 1 54 • 1"=11-0" 54 111=11-0" 4 1"=I'-0" 54C111I_11 0" • uI/ `�/j 1- 1- iptt PLYWD.-SEE PLAN 1 8 • �� p PROP `61- 2 x 8 LEDGER WITH i WOOD STUD WALL 54 3-10d e EACH STUD • ',.r WOOD STUD WALL J ;;' 4,,,, 2 x 8 JOIST e 24"o/c a�,1 WALL ABOVE , .. �-% BEYOND--�` 0 PLYWD. ¢���`'�° 1 r r awril �� I y _00 �I $LKG.AT 4'-0"o/c PLYWD � JOIST UNDER i SEAM UNDER WALL- BEAM 4 �" • 30, �9�6 -�'�A' WALL BEYOND SEE PLAN AND( 9/54 SEAM CL TAM G•S# -----) 1 PLYWD. Ik I 4:..� �� — --STRAP EXPIRES 12!31 x2017 1 d :1111111E4 NIP ES 10.1 JOISTI 1111 -4-10d INTO END OF EDGE 1! SEAM UNDER WALL ''- - -__ RIM NOT SHOWN �° I I " FOR CLARITY PLYWD. II1 '�" �.. -�= - --- ,..--- 2 x 6 STUDS tV WALL BEYOND PLYUJD.-SEE PLAN DOOR WI-4E ---- ' - NOTED SEE ARCHL.FOR THRESHOLD-.) GYP.5D. SEE ARCI-L.FOR THRESHOLD POST SEAM-- , -------- CONDITION AT DOOR CONDITION AT DOOR YG P.13D. • (;*)54. IDFOERCKCILNIAGRNITOYT.551-1EOT WN __V_ ,•''' .------ RAILING- SPACED DECKING _ SPACED DECKING SEE ARCI41- DelmECpsKoONVAE2R3TcOLPF05F_) SIMPSON!A23(WITH*e x 11/2 SIMPSON SD F'LYLUID. POST SCREWS)AT POST TO TOP OF BEAM AT . - TWO SIDES.3-led TOE NAILS AT OTHER ow_ I-777 i„,_><, / ,-, , , ,- ./-/ / rA/ 7 7 / / + ---- -7-,--,---,,--7.,----,- i r. ' ' /-/IT"' -''' • IL TWO SIDES JOIST ."'' 110.--- -4011_ 1111 110, 1 100.- 1._ 100.--"•_:=1._ Mc i (7.--.) soup Rim(1 1/2"MIN.)REQ.D ' i=!-='2" JOIST _. .._____---------------WITH 10d TOE NAILS SOLID RIM(11/2 MN.)REQ.D Fr i' I I,,i,I SIMPSON UC 46 -:- i\\\/// 6 a"oic -- WITH 10d TOE NAILS o. I WITH we x 11/7 SIMPSON SID 1 JOIST 6 S"o/c I"I s% SIMPSON A 23 1 1, SCREWS L i>-1\,_ _yli N L 24\ SIMPSON LUS 26 /•', :/ \ BEAM ON OPPOSITE HANGER JOIST SIMPSON LUS 26 JOIST PARALLEL JOIST PARALLEL 6 34 SIDE HANGER JOISTS AND DECKING WITH DECKING NOT SHOWN FOR CLARITY -"'*---------BEAM RUNNING OPPOSITE SEAM 2 x LEDGER UJITH BLK.G. 2 x LEDGER LUITI-I DIRECTION -".--------------POST 1/4"4)x 3 1/2"SIMPSON 1/4"4)x 31/2 SIMPSON ' SIMPSON!L.U526 _At__ HANGER SDS SCREWS 6 a"o/c SIDS SCREWS STAGGERED . STAGGERED BEAM-SEE PLAN SEE 2/54 FOR SEE 2/54 FOR ADDITIONAL INFO. ADDITIONAL INFO. I ' 2 ------iv---- 3 34 4 PLAN 0" 4.1 4.1 I"=IL 0" 54.1 1"=l'-0" 54.1 I"=1'.-0" 4.1 1"=V-0" 4 PROVIDE(2)ADDITIONAL - -iv SDS SCREWS AT LEDGER EXTERIOR WALL --- -- SEAM BEHIND SEAM -T-An---: WOOD STUDWALL T 'V • WOOD STUD WALL WALL BEYOND -----,,,, SIMPSON HUG 46 WITH SCREWS BEAM AT EDGE OF FLOOR 51-1EATI4ING , PLYWD. -SEE( 5/54) DECK PLYWD. PLYWD.SHIM 10d 6 12"o/c STAGGERED -SEE RIM 453:9 FLOOR JOIST AND PLYUJD.BEYOND it., . FLYLUD.------,, SPACED DECKING 2 x IM WITH Th'''-'>-< 10d TOE NAILS i - PLYWD.- ------- 127.77: I\ 6 5"a/c II II 7-7--/'-'2'-'7Z-7'-','-- '' SEE PLAN Ho SIMPSON HUG 46 W/----- 1 1 1 i i I WITI-4 we x 1 1/2" 1141 i IL SIMPSON 5D SCREWS MEWED / II ti 1 I / , 1 \ LI-\.:' -'-------JOISTS RIM-SEE ( 6/54,)---., ..1 i : 1 . ‘.---JOIST 2 '----------- , '-- EVEZIE3E1 WOOD STUD WALL 54.1 BEAM CONTINUOUSE ACROSS BLKG.6 2'-0"0/c -------) DECK JOISTj I STAIR OPENING-SEE PLAN BKE INC. 'll JOIST PARALLEL WHERE NOTED 7.- '' ."--"------ WOOD STUD WALL t:-.-2..-t., -4- 1 _ STRUC I URAL ------ ENGINEERS WOOD STUD WALL------- \ / PLYWD. LEDGER WOOD STUD WALL BLKG.6 2'-0"o/c AT x2700 SE HARRISON ST.STE B t \ tV MILWAUKIE OR,97222 PARALLEL CONDITION / \' _LJ7/ __ HEADER LUHERE NOTED PLAN --LA- 503-607-0481, FAX 503-607-0486 e> 1 5 e PLAN 10 4.1 1"=IL 0" 54.1 1"=V-0" 54.1 13 I"=I-.0" 54.1 1"=r-0" 54.1 1"=IL 0" STRINGERS: DO NOT OVERCUT STRINGER WOOD STUD WALL 1$1569114440,03 OP 2 x 12 AT EACH SIDE AND 54.1 SIMPSON DTTIZ AT BEAM 2-2 x 12 INTERMEDIATE STRINGERS 1111, SEE PLAN AND ARCI-L. •S c° Y•1; *' A.-- IRSTRINGERS SIMPSON VPA 4 _A__ WALL.A RTTACH TO SEAM WITH 1/2"PLYPLYWD AT WALL WITH 3/s"4)x 4" AT STAIR TO SEAM AT USE DF/L*1 FOSTINGE BEAM Al STAIR 61-/IM i r ("rig LAG COLT SIMPSON LUS 210-2 2 x 12 STRINGER NAILED t , JOIST -SEE ARCH A PLYLUD TREADS-SEE ARCHL FOR TO EACI-1 STUD WITI4 .i., f,` Vi.. 6 ---k- 15 W R 3-16d 1.0 #.../ 30, RISE AND UN 4 STAIR.DETAILS 1, 0 TREAD-SEE ARCI-IL 44/41W G.SSV* ---, \,\ II AR_ it II 54. I TREAD L. . II HANGER -411 UI ii _ III _M*11'.. ..... - ...V01 - - 1 -041 INTERMEDIATE WALL EXPIRES:12/31 /2017 ii SEE ARCHL FOR , (I) i IP 11 2-2 x 12 STRINGER II ll RISE AND RUN 7----- \ II 1.11 II WALL BELOW , ci) 1 r STRINGER- STRINGER II i& r---„,-- 1 II 54.1 . SEE 04/54_1) iimot II 10 II [ + 4 eda _ I I I I U Z / - \ FIRST FLOOR Il r----_ 1 , -- 1 I 1 I I In 1 1 1 1 INTERMEDIATE BEARING WALL ----x- ADDITIONAL JOIST UNDER .......0. i (-- JOIST I I ..1. ...1"..-I /‘4 t< 1 )*) 4" PLYWD.-SEE PLAN BEARING WALL 1 IV - RIM J • HEADER-SEE PLAN ARCHITECTURE SEAM CONTINUOUS ACROSS STAIR OPENING Vt- Ar______ IN COLLABORATION WITH PLAN 11 12 STAIR SECTION 13 4 1 y 54.1 r=t-0" 4.1 1/4"=1'-•0" 4.1 r=1,-0" 54.1 1"=1,-0" 54] 1"=r-0" abi v STRINGER-SEE INSTALLATION OF I-- SEE Mk 2A SEE gai HOLDOUJN STRAP------------..„.1_, SEE Martinez Design Group Inc. WHERE NOTED ON WV 64 TREAD-SEE ARCHL ...i IDLUGS-SEE PLAN- 4 FOR ADDITIONAL FOFR ADDITIONAL FOR ADDITIONAL 1--•-- PROVIDE DOUBLE I--- -,,--- e1 INFORMATION INFORMATION I-- INFORMATION STUD AT 1-101-DOUJN _i 1i1 n`t ,_ STRAP. I-- 0 I- Hall Pointe _ 2 x 4 x 0-10"BLOCK ATTACHED TO -- __-- ui BLOCKING BELOW PLYWD. 1---T"`" _ - _.-"-- __L. 1 --,L- Townhomes WITH 4-10d 1 INSTALLATION OF 4 I i- k4 ' --71 INSTALLATION OF HOLDOWN STRAP HOLDOUJN STRAP WHERE NOTED ONI----- - WHERE NOTED ON-------- -- ' 8753 SW Spruce St. Tigard, OR 97233 • DWGS-SEE PLAN. DWGS-SEE PLAN. - , PROVIDE DOUBLE PROVIDE DOUBLE Project Number 15-175 STUD AT i-iouPowN STUD AT HOLDOWN STRAP , hd STRAF' \ \ I--r-- I Date 8 SEPTEMBER, 2016 FLOOR L __---------- ---- 1>711 -JOIST SET BOTTOM OF STA / -1 -4 0 JOIST `-----/-7-7.-, / ' / I-- AT BOTTOM OF SEAM BUILDING " B H 4 I .S1 / I I--- ___\'`-‘/OIST 111 C3 ''.---"I3LKG IBLKG ------ MI BLKG DETAILS JOIST------,.. 111 I-- 0 - I-- SEAM-SEE PLAN SEAM-SEE PLAN 0 0 Eg iZi M [7'1 \ CV .." 2 x 5 FLAT 51-KG. tV ct/ UNDER STRINGER S 4 • 1 = 16. fl 1E3 le C (TS 54.1 I"=IL 0" 54.1 r=r-0" 4 1".t-0" 54.1 1"=I'-0" Scale NOTED z:"; • PLYWD- _-- 2 x12 BLKG.BETWEEN TRUSSES WITI.11IDd TOE NAILS e S"o/c ea4a\. �f SEE ARCI-1'L FOR ADDITIONAL INFORMATION WITH REGARD \ ``"a EDGE NAIL PLYWD.TO BLKG. TO RIDGE VENT �`\�� SEE ARGHL.FOR VENTING AT RIDGE VENT CONDITIONS lIDd a 6"o/c s ���`"��, REQ. (SEE ARCHL.)L.)-SEE© a'��$ FASCIAt � e� 7EDGE NAIL 2' , PLYWD. GUTTER \�`yfis, SEE ARGHL. 19 ...0.0 -.4.4141.......... - �`\\\ TRUSSESG.BETWEENTRUSS IL II --4";'' , #'11c 19 RAISED HEEL llllj_II.IuIlllm1 \ I%II%j%%%_ IIIIIIIi TRUSS = _ al Q 3-10d TOE NAILS AND Z n *() 4\11° ....„,,..„ SIMPSON H 2.5A AT EACH TRUSS 3-10d INTO -1 END OF TRUSS STUD WALL �-.-''�_ TRUSS 2 x 4 FLAT BLKG. I'\ �'1 SHEATHING 1 \f TOE NAILED TO TRUSS HDR.WHERE NOTED - ON�dAGH END WfTH t i� \ SEE ARG4-{'L. 41111 0 A, 19 1„=1'-0" 3/4"=1-ta" 1 =1'-ID" Com' 1„=1'-s7" r=IL 0" -v-" -At- TRUSSES 10d.6 6 o/c PLYWD,SEE PLAN SIMPSON DTC AT EVERY -,.� ARGHL. OTHER TRUSS(41-V"o/c MAX.) TRUSS BTM.CHORD NOT REQUIRED IF LENGTH OF i �r 2 x 4 FLAT BLKG. WALL BETWEEN CROSS WALLS - NWALLTRUSSWITHPLYWD. IS LESS THEN S'-ID" ED 2HR.MODIFIED FIRE WALL 2 x 4 FLATS'�24"o/c W/(2)LAYERS OF 5/S"GYP- ATTACH TO TOP OF WALL SEE ARCH'L. W/SIMPSON LTP4 4'-ID"o/c. � IL. \ GYP USED AS SHEAR WALL. DESIGN TRUSS TO TRANSFER �a$�, NAIL SAME AS WALL BELOW- 150 PLF FROM TOP CHORD '� OVERBUILT FRAMING ` ' SEE PLAN TO BOTTOM CHORD 7 -SEE 14lS5 `1 — --'-�IIL C7 PLYWD � �_ 2 x 4 FLAT BLOCK r tl 2 x 4 a6 4'-ID"o/c NAILED m TO BOTTOM OF 2 TRUSSES AT 4'-ID"o/c TO TIE �� SEE ARCHITECTURAL FOR �� �,, W/2-16d INTO EACH TRUSS WALL TOGETHER— — �� ADDITIONAL INFORMATION WOOD STUD PARTITION © S _______7/ REGARDING FIRE WALL WALL(NON BEARING) W OD STUD SIMPSON DIG AT EACH _ _ REQUIREMENTS ©b®V D® (NON PARTITIONBEARING RING) 2 x 4 BRACE(STAGGER WALL AI A��-TRUSS D D® El NOSIDS OF REQUIRED WALL) J } ©V®L�® --i1i'--- NOT REQUIRED(F LENGTH OF �" WALL BETWEEN CROSS WALLS f� � WD I,-_ _ PLY .SHOWN CONTINUOUS INC. —__ — I5 LESS THEN S'-0" WOOD STUD WALL CEILING-SEE ARCHi✓ L. BKE THTUNDER OVERBUILT FRAMING. L 11� NON - IBEARING WALL TRUSS STRUCTURAL NON - !BEARING 1, ALLSEPERATION WALL ENGINEERS SEE ARC . 23W0 Al1K4E t}R,97222.STE B 50 1"=1'-ID" 1"=1'-ID" „_ 503-607-0481, FAX 503-607-0486 S� SEE ARGHL.'� 5j 1 1-ID' Sd a 4"o/c SIMPSON A 34 OR PLYWD. 10d'd 6"a/c PLYWD. EDGE NAIL 2 x BLKG.WITH 1IDd'a S"o!c AT BLKG. 3-Sd TOE NAILS 2 x OUTRIGGER GJ' 3/4"=1-ID" AT 24"o/c , ' �—FASCIA-SEE ARCH'L. +r `�- -- - X (IF !! itlitik Y'-LN.,._______ 3-10d I ��� PREF 2 x 6 BETWEEN TRUSSES AT , r TOP OF BRACE WITH FASCIA*TRIM OVERBUILT FRAMING - 1 / TRUSS-SEE 5� ,-/...- , %�- SIMPSON LS 50 AT EA.END 4-1641 SEE ARGHL. -SEE 2 x OUTRIGGERS /fr-AA/IPJ ` —2 x BLOCKING WI ! SIMPSON A 34 PLYWD. ver SIMP.LTP4 AT EA. PLYWD. BLOCK TO END SHEATHING / ` / / , / ,, / , / / ` ` , ,--„,-..,,-,,-,,--/- • '- , ,, / �.: WALL TRUSS EDGE NAIL y �' ao ,9�6 ��� BRIDGING FROM 1 2 x 6 BRACE AT 45"a/c _ �\ TRUSS �<� RP � .$ A M G. BRACE TO TRUSS 2 x 4 OR 2 x 6 2 x 4 FLAT AT 24"o/c �a�`�.� PLYWD.-SEE PLAN 4" _ WHEN LENGTH OF \\NI = IF"H">6'-0"THAN PLACE IN END WALL TRUSS �sa‘$� BRACE EXCEEDS I 2 x 4 ON EDGE BEHIND 2 x 4 z�,�a, A EXPIRES:12/31 /2017 5'-0" FLAT IN END WALL TRUSS-SEE MI r. TRUSS HANGER ATTACH END WALL TRUSS` IF"H">IID'-ID"(UP IO 14'-ID") TRUSSES USE 2 x 6 10d TOE NAILS I '�24"a/c TO TOP OF WALL WITH \ AT IS"o/c AT BOTH }� \N"'"------ SIMPSON A 35 9 24"o/c SIDES �•1 END WALL TRUSS WITHNSiiiiijo 51MPSON LSTA 24 AT 1/16"PLYWD.W/aci e 6"o/c AT BOTTOM OF SEAM TO _ EDGES,Sd 612"o/c AT FIELD TOP OF WALL.CENTER e a STRAP ON END OF WALL BLOCK EDGES SIMPSON HUS 25 ,• , HEADER-SEE PLAN ATTACH BRACE TO 1IDd TOE NAILS a�5"o/c TOP OF WALL WITH FROM END WALL TRUSS SEAM DBL.STUD SIMPSON A35 AND H2.5A TO TOP PLATE i ARCHITECTURE PLAN -A. WOOD STUD WALL WOOD STUD WALL � _ ��` -" WALL BEYOND IN COLLABORATION WITH 10 0 i"=1-ID" _rte___ 51-KG. 2x4ONTOP 3/4"=r-ID° 1"=1-ID° OF EA.TRUSS BLKG. PLYWD. G���� �� BELOW PLYWD. E 24'o/c BYUJALL RUS TRUSS 2-1IDd ,���,+ + MANUF ,_,� OVERBUILT Martinez Design Group Inc. OVERBUILT -----'- -- ROOF _ fes' + \V_ %' \\_ ROOF - + + 4+ �' Hall Pointe 2 x 4 BRIDGING IF"I-4" EXCEEDS 5'-ID" Townhomes 2x4624"OIG i ii14II „ 14 „ 8753 SW Spruce St. Tigard, OR 97233 2 x 4 BRIDGING IF 'k" PLYWD. 2-10d TOE NAIL AT 2-10d TOE NAIL EXCEEDS 5'-0" END WALL TRUSS TOPLYWD Project Number 15-175 AT 2 x 4 / T TRUSS BELOW TO TRUSS Date 6 SEPTEMBER, 2016 • • BUILDING " B " r DETAILS k 0 TRUSSES 6 24"a/c TRUSSES 0 24"o/c ----). J Z 2 2 S 575: SEE ®vir 1=oR OPTION USING TRUSSES Z 2 2 2 14 03 c-J . 1/2"=1'-0" 1/2"=1'-ID" Scale NOTED 5 • 2 x 4 BLKG. PLYUJD. EDGE NAIL SIMPSON A 34 OR PLYUJR 10d 6"o/c SIMPSON A 34 OR PLYUJD. lIDd'd 6"o/c _ --— � 3-Sd TOE NAILS 3-Sd TOE NAILS �..I`Gt �k; 2 x OUTRIGGER 2 x OUTRIGGER 2 x12 BLKG.BETWEEN TRUSSES ----�_ PLYLID. /\ AT 24"o/c AT 24"o/c WITH 10d TOE NAILS S"0/C \ ���,� OVERBUILT _ , , .. FRAMING- 41 ` '—3-10d " `-- 3-10d . ' • SEE( 14/S5) PLYWD. ( EDGE NAIL PLYUJD.TO BLKG. ,,.'� FASCIA TRIM FASCIA TRIM a�s,,,,,e410°° %Itoor TRUSSSEE ARCH'L. SEE ARGH'L. REQRCH'L.FOR VENTING �� s%�2 x BLOCKING WI 2 x BLOCKING W/ yx.,.s �� SIMP.LTP4 AT EA. SIMP.LTP4 AT EA. FASCIA* � 04y _ ATTACH ENDWALL TRUES BLOCK TO END ATTACH ENDWALL TRUES BLOCK TO END GUTTER oyy°� WALL TRUSS WALL TRUSS EE ARCH'L. 90 TO TOP OF WALL WITH TO TOP OF WALL WITH ��sy \ <) TRUSS S SIMPSON A 35 24"o/c SIMPSON A 35 e 24"o/c ��..' END WALL TRUSS WITH END WALL TRUSS WITH -0° �� "I/16"PLYWD.W/Sc 6"o/c AT -i/16"PLYWD.W/Sd 6"o/c AT \._. _ EDGES,Sd 12"o/c AT FIELD EDGES,Sd a 12"o/c AT FIELD ; GENERAL NOTES SPECIAL INSPECTION WOOD FRAMING 1. Required special inspections shall be preformed by an independent special L A11 lumber species and grades to be as follows: inspector per Section 1101 of the International Building Code(IBC)for the a Joists,beams and stringers Douglas Fir#2 following: 6"nom.4 greater beams and stringers Douglas Fir*1,unless noted otherwise a During the taking of concrete test specimens and the placing of reinforcing b. Bucks,blocking,bridging it misc. Doug Fir(Any Grade) and concrete. Verify reinforcing size,placement,and grade. c. 2 x 4 studs Doug Fir"studs"or b. Installation of post installed anchors. std.*better or*2 For more specific information regarding special inspections- d. 2 x 6 studs and larger Douglas Fir#2 see Tables 1,and 2 on this sheet e. Top and bottom Plates Doug Fir(Any Grade) f. Sills,ledgers,plates,etc.embedded in TABLE 1 2. The special inspector shall provide a copy of their report to the owner, or in contact with concrete Press treated Doug Fir*2 architect,structural engineer,contractor,and building official. g. Posts Douglas Fir 4101 REQUIRED STRUCTURAL SPECIAL INSPECTION 2. Crossbridge or solid block at 8'-0"maximum o.c.for solid sawn joist 2 x 12 and larger. INSPECTION DEFERRED SUBMITTALS 3. Framing anchors,joist hanger,post caps,etc.to be"Simpson"or approved equal. FREQUENCY Atpressure treated wood follow manufactures recommendations regarding corrosion SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS 1. The following is a list of deferred items.Shop drawnings and calculation for g 9 REFERENCE REFERENCE these deferred items are to be submitted to the architect and engineer resistant issues for anchors and fasteners CONTINUOUS PERIODIC for review and to the Building Official for permitting.All submittals are to be 4. All bolt heads and nuts bearing on wood to be provided with an oversized washer. 5. All fasteners set into pressure treated wood shall be corrosion resistant in CONCRETE stamped by an engineer registered in the state of Oregon a Trusses accordance with IBC 2304.9.5." REINFORCING STEEL 1704.4 �R �� PLACEMENT 1907.5 ACI 3181.3.2.0 X GENERAL Where pressure treated lumber is required at consealed interior location not 1913.4 ACI 318 7.5 exposed to weather(silt plates,ledger,etc.)use a sodium or zinc borate treatment 1. These notes set the minimum standards for construction. The drawings govern with minimum retention of.11/.25 pcf. Ledger attached to masonry or concrete at over the General Notes to the extent shown interior location not exposed to weather may be installed with 30* felt between WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 REFER TO STEEL FOR WELDING REQUIREMENTS 2. Contractor shall verify all dimensions and conditions on drawings and in the wood and the concerts(or masonry)in lieu of using pressure treated lumber. 1903.1 AWS D1.4,SECTION 7 the field. Coordinate locations of openings through floors,roof and walls with 6. All nailing to be per Table 2304.e.1 of the I.B.G.Nails called for on the architectural,mechanical and electrical plans. Notify design agency of any drawings are to be common. 1704.4 g1904 ACI 318 1.3.2.A discre ancies. VERIFYING USE OF REQUIRED MIX p -1• Cutting and notching of joists not allowed.1"diameter hole may be drilled in the DESIGN S 1905.2-4 ACI 318,CHAPTER 4 X 3. Contractor shall provide all necessary temporary support prior to completion center 1/3 of the member depth.All other holes to be approved. ) 1913.2 ACI 318 5.2-5.4 of vertical and lateral load systems. 8. Studs may be notched in the lower 1/5 of the height of stud for electric and 1913.3 4. The contractor shall be responsible for all required safetyprecautions and p q plumbing pipes,but no part of notch is to be deeper than 25%of width of stud. CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.D X methods,techniques,sequences,and procedures required to perform his work. Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in 1905.9-10 ACI 318 5.9-5.10 5. First floor shall be permanently attached to walls prior to back filling against center 1/3 of their height. structure; 9. Sheathing to be APA rated with exterior glue,nominal size as noted on the POST INSTALLED CONCRETE ANCHORS 6. Where reference is made to ASTM,AISC,ACI or other standards,the latest drawings. Install roof and floor sheathing with face grain perpendicular to issue shall apply. SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT supports and stagger end joints.Install wall sheathing either horizontal or INSTALLATION IN HARDENED NAME,TYPE,AND DIMENSIONS, HOLE DIMENSIONS, I. All work shall be in strict compliance with the International building Code as 1703.4.2 ICC EVALUATION COMPLIANCE WITH DRILL BIT REQUIREMENTS, p g vertical and block all edges of sheathing with 2 x 4 or thicker blocking. CONCRETE AND COMPLETED X amended by the State of Oregon and all other state and local codes and Block roof sheathingwhere noted on drawings.See plan for nailingschedule. MASONRY 1704.13.3 REPORT CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE buildingrequirements that apply. g EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION, q 10. Parallel strand lumber(PSL),Laminated veneer lumber(LVL),and ANCHOR EMBEDMENT,AND TIGHTENING TORQUE S. Design Criteria: Laminated strand lumber(LSL)to be manufactured from Western Species Lumber a Basic Roof Load(snow) 25#/sq.ft.(snow build up per manufacturer's specifications with the following stress ratings: loading as per IBC) Timber Strand(LSL) Fb= 2250 psi Fv= 285 psi TABLE 2 b. Floor Live Load 40 psfE= 1550 ksi EILILIVE® REQUIRED TESTING for SPECIAL INSPECTION ®�®® ®® c. Wind 120 mph,(Ultimate) Microllam(LVL) Fb= 26;00 psi TESTING Exposure"B",Iw= 1.0 Fv= 285 psi E= 2000 ksi IBC CODE CODE or STANDARD FREQUENCY DUELED d. Seismic Risk Catagory- II SYSTEM or MATERIAL REFERENCE REFERENCE REMARKS TTT INC. E = P �IKE CONTINUOUS PERIODIC I ara{Iam(PSL) Fb= 29IDID psi SiDs = 0.12 Fv= 290 psi CONCRETE STRUCI URAL E= 2200 ksi SDC = D ENGINEERS 2700 SE HARRISON ST.STE B EACH 150 CY NOR LESS R= 6.5 at plywood sheathed shear walls CONCRETE STRENGTH ASTM 039 MILWAUKIE OR,97222 R= 2.5 for gyp board shear walls PRE - MANUFACTURED WOOD TRUSSES 1704.4 1905.6 THAN EACH 5000 SF OF SLAB OR WALL PLACED PLACEDATE SPECIMENS AT TIME FRESH CONCRETE IS 503-607-0481,FAX 503-607-0486 CONCRETE SLUMP ASTM 0143 EACH DAY 9. Shop drawings shall be required on reinforcing steel,floor joists and 1. Trusses shall comply with I.B.C.standards and all provisions of the design metal plate connected trusses and shall be reviewed prior to fabrication. specifications for light metal plate connected wood trusses of the Truss Plate Institute except as otherwise noted. CONCRETE AIR CONTENT ASTM C231 2. Members shall not exceed a live load deflection of L/360 or working stresses FOUNDATIONS for the appropriate material for the loads indicated on the drawings. PROSE 1. Design soil pressure assumed to be 1500 psf max.LL plus DL 3. Prior to fabrication truss manufacturer shall furnish complete engineering shop CONCRETE TEMPERATURE ASTM 01064cjK ./of. (per soils engineer recommendations) drawings and calculations with Oregon registered professional engineer's seal. '% . A 2. All footings to bear on firm,undisturbed soil(or approved compacted fill Shop drawings shall show clearly the erection plan,loadings(typical and special), P I I when verified by Soils engineer)minimum 18" below final grade. Notify truss types,and bracing requirements(for erection and for truss compressive /1 r r s S% Architect before proceeding if any unusual conditions are members).Truss shop drawing and calculations shall be forwarded to the , w` encountered in the footingexcavations. building offical for review and approval prior to fabrication. 3. Do not excavate closer an a 2:1 slope below footings. 4. Truss manufacturer shall coordinate location size and weight of mechanical it. 19^. 30' 19 PQ' 4. Clear all footing excavations of loose material by hand. equipment with mechanical engineer and contractor.Verify location and size of </qM G,6E 5. Excavations may be made under continuous footings for pipes. Backfill to duct openings.Provide additional trusses as necessary. be a roved bye sneer. 5. Connect all trusses to supporting members with 1 - Simpson I-12.5A connection and pp 2-lOd toe nails unless otherwise shown. EXPIRES:12/31 /2017 6. Truss erector shall exercise extreme care during erection of roof trusses to CONCRETE - CAST N PLACE prevent the trusses from bucking laterally.Use spreader bars for lifting trusses 1. Average concrete strength as determined by job cast lab cured cylinders at and provide lateral bracing as necessary. 28 days(plus increase depending upon the plant's standard deviation as 1 The truss manufacturer shall provide/design all hangers required to support trusses from beams,headers,girder trusses,etc.Web bracing,hangers,etc.shall specified in ACI 318)shall be:3000 psi for all uses. � g 2. Minimum Mix Requirements: be provided/designed by the truss manufacturer to provide a complete roof system. ea a. Cement content per yard: 5 sacks' 3000 psi a B. At some locations,building lateral forces(wind/ seismic)are transferred from the l� roof diaphragm to the shear walls through the truss roof system.See plans for A g additional requirements. I�, b. Slump: 2 to 4 inches. Deviation from design slump= +1/2"to-1". 9. Truss manufacturer to inspect all trusses after they have been erected and roof � c. Air Entrainment: Per ACI at all exterior slabs. sheathing,bridging,blocking etc.has been installed.Manufacturer to submit V d. Admix: Water reducing admix (Pozzolith or equal)for all slabs. certificate to engineer that inspection was made and that trusses are in g pARCHITECTURE acceptable condition and meets with the manufacturer's design and installation 3. Place and cure all concrete per ACI codes and standards. requirements. 4. Provide control joints in all slabs on grade at 2ID'-ID"o.c.each way maximum unless otherwise shown on plans. Provide heavy(3/42 tooled IN COLLABORATION WITH joints at 5'-ID"o.c.and 1/2"premolded expansion joints at 3ID'-ID"o.c.in all exterior walks and slabs. PREFABRICATED FLOOR JOISTS 5 Sleeves,pipes or conduits of aluminum shall not be embedded in structural \‘:*s �/ concrete unless effectively coated. 1. All roof members shall be manufactured by Trus Joist Corp. 2. All joists shall conform to all provision of the Internatioal building Code. 3• Joist shall not exceed a live load deflection of(Floor :L/480)or REINFORCING the working stresses as shown in the I.B.G.standards for appropriate materials for the loads indicated on the drawings. Martinez Design Group Inc. 1. All reinforcing steel for concrete to be grade 60(grade 40 for ties 4 stirrups) 4. Prior to fabrication joist manufacturer shall furnish complete engineering shop and shall conform to I.B.C.standards and ASTM A615. drawings and calculations.Shop drawings shall show clearly the erection plan,loadings 2. All welded reinforcing steel shall conform to ASTM A106. (typical and special), joist types,and bracing requirements(for erection and 3. Fabricate and install reinforcing steel according to the "Manual of Standard for joist compressive members). Hall P o I n}le Practice for Detailing Reinforced Concrete Structures"ACI Standard 315. 5. TJI series: 4. Provide 2'-ID" x 2'-ID"corner bars to match horizontal reinforcing in walls and Manufacturer shall furnish all hangers,end and intermediate Townhomes footings at all corners and intersections. stiffeners,blocking and/or shear panelsand metal bridging 5. Splices in wall and slab reinforcing shall be lapped 40 diameters and shall be assemblies as required to provide a complete floor or roof staggered at least 4'-ID"alternate bars. structural system. 8753 SW Spruce St. Tigard, OR 97233 6. Provide two#4 continuous bars at top and bottom of all walls unless noted 6. Manufacturer shall coordinate location,size and weight of mechanical equipment Project Number otherwise on plan. with Architect and contractor.Verify location and size of duct and plumbing 1 5-_ 17 5_ 1. Lap all bars in intersecting footing 2'-0"or 30 diameters,whichever is greater. openings.Provide additional joists as necessary. S. Reinforcing shall not be bent or displaced for the convenience of other trades 1. All bridging,bearing hardware,blocking,hangers,etc.that connect to the joists Date 6 SEPTEMBER, 2016 unless approved by the structural engineer. shall be per Trus Joist Corp.standard details. BUILDING e. Minimum cover from concrete surfaces to reinforcing steel shall be: O. Erector shall exercise extreme care during erection of joists to prevent them ti B II 3"to bottom of footing from buckling laterally.Provide lateral bracing as necessary. 1V from top of slab on grade GENERAL NOTES Center of wall 10. Electrical conduit shall be placed near center of slab. 11. Provide dowels from footings to match all vertical wall,pilaster,and column 0 0 N reinforcing.Lap 30 diameters or 2'-ID"minimum. S 77:, ccs zf c ccs Scale NOTED o • 17-0" 12-0" i r 1/2"APA RATED(32/16)SHEAT/-ZING. ATTACH SHEATHING WITH Sd ' 6"o/c EDGES,Sd 4012"o/c FIELD _ 9 9 S1D \ %..4..,, m ' Q Lm 1 I. r. ' .-k` 0 S1D SD `' ' j .-' Sl0 . i 1/2"APA RATED(32/16)SHEATHING. ATTACH SHEATHING WITH -N N 'v- Sd 6"o/c EDGES,Sd g 12"o/c FIELD i f/ k � I/ 0 ____ x ht , i x il. \ low ei... ,..Jr... 4 / Is % 7- C) e--- S 8 SD 510 15"0 FOOTING- 10 \ L 11 18"4,FOOTING- 0 5111 1 (10 SID TYPICAL SID o SID TYPICAL �\ -- N , N 1/° n _N (N J x Z x I x c) x / 0 \6 NO `I CeiX-�4 , •01 to 8 o SID SID H- l`4.'' 510 `+'" 4) 'il - x x 6, c� N B a� x x .�� .- om SID \ _,m T �7 ❑ L�`� 1 `t \ m SID H-' ._' U t 4.; t...4., ■I■I■■ NORTH TI NORTH NOR -1 NORTH ■�■' ■, 1 FOUNDATION PLAN 2 ROOF FRAMJNC PLAN 3 FOUNDATION PLAN/ 4 ROOF FRAMING PLAN ■�■�■■ SlD CARPORT AT BUILDING A 1/8"= 1'-0" ID CARPORT AT $UILDINC3 A 1/8". 11-0" SID CARPORT AT BUILDING $ 1/651 . 1-0" 11D CARPORT AT 5UILDINCz 5 v8°= 1'-0" BKE INC. STRUCTURAL ENGINEERS 8 x 8 POST 2700 SE HARRISON ST.STE B JOISTS NOT SHOLUN JOISTS NOT SHOIUN MILWAUKIE OR,97222 i FOR CLARITY FOR CLARITY 503-607-0481, FAX 503 607.0486 PAVING 1-- SEAM-SEE PLAN -SEAM-SEE PLAN ST P - I= I I @ � • '�i 111 PROFF =11 VI• - . I V . - 11= I . �� 1111= - . ; - . ; `111 t ° » » » , � 5 •.�� =II . - . d i 11 ----- SET POST IN CONCRETE » » - » • •JAz 1111 =� FI o » » » ilik , • I • 1 J _ FILLED HOLE. » » r 1/2"APA RATED(32/16)SHEATHING. =I i . i I= CAST CONCRETE AGAINSTMI '� ril 12'-0" ATTACH SHEATHING WITH • • • FIRM UNDISTURBED SOIL 11' 7�- / Sd 6 6"o/c EDGES,Sd a 12"o/c FIELD o . �i � U" 30, s9,t6 • [ i � SIMPSON CCQ 68 SIMPSON ECCQ 68 . . ` o . 3 I POST CAP POST CAP X44 IqM G.04 csl 1 I e - I . . I _ 510I 4 - - I. - A •• I d- EXPIRES:12/31 12017 0 u Ilrh-f- . - _<I . . . • " - -<1 . .- • SD %Ts \ -� J. =1 I I I �._ I di '4,- . - • . .4'. 111111 POST — POST I— 'F IT A a a =1111 \___ 1= e da 18"4,FOOTING- ----/ - } 11 10 \ A (--- TYPICAL /III-filil 111IIIII = SID I � SID 30"� a e , 11C(*)) "x x 1 SID i"= 1'-0" SID r=1'-0" ARCHITECTURE 10 x :ID SID 1"=1'-0" CR — \r-kl 0.'1-, $ IN COLLABORATION WITH m . -1 �-6,1)1—- N --- m `�' 51D `- 8 p u \N/1// • / 51D Du/ 2 x FASCIA -SEE ARCH'L. 6h x x JOIST- EDGE NAIL Martinez Design Group Inc. SEE PLAN ,r PLYWD - EDGE NAL r�� Hall Pointe �-- Townhomes { S1D PLYWD _ �� -, ��� 2 x FASCIA- _��� SEE ARGH'L. l —�—��r r ' 8753 SW Spruce St. Tigard, OR 97233 r,-�¢ -`r `_- 2 x BLKG WITH Project Number \\ Ai 16 i i 100 TOENAILS e 6"o/c 15-175 / / ,,, JOIST-SEE PLAN 1 BEAM-SEE PLAN Date 4 AUGUST, 2016 _ CARPORT PLANS 2 x $LKG WITH � ND —3-10d AND SIMPSON H5 SIMP5ladON AND DETAILS ToOENAILS AT EACH JOIST AT EACH JOIST o FOUNDATION PLAN NORTH & ROOF FRAMING PLAN g?" 0/c SID CARPORT AT 5UILDING C 1/8" = I'-0" I D CARPORT AT SUILDINC C 1/8"= 1'-0" �- SEAM-SEE PLAN N I. 11 S 1 D ,,,, SID 1"=1'-0" SID 1"=1'-0" DO NOT SCALE FROM DRAWINGS al - VERIFY ALL DIMENSIONS WI ARCH. Scale NOTED o