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Plans M ST2O 16 - 00463 M ST2016 - 00464 M ST2O 16 - 00465 M ST2016 - 00466 HALL POINTE TovINHolviEs BUILDING Cir. 1 ■ 8735 SW SPRUCE ST . ______ „, , , .,. ,,... .. . ,.. TIGARD , \\________ ... ___________________ "��`� . __________ ..,_ : . QIN libh. L ��-- kmsmmanot .. \~.-..ft ___ - - '� ��M� DESIGN TEAM , _ I ail �►mi rtallih - .-":''.?:37:::1'::'''""::''''"'''''''-''-'-':':v' IiIMI mak►. OWNER: -��. ��` _=�� rhi ........, ter■�r'; ,_ �� :11:incs, �h!! E & V Development, LLCIII .. ..�,, Im. 111111111h, t _,.. � lil I4: � �- im i un 10875 S.W. 89tH AVE. me MI alimmuIlll -A..,.nni '` �r_��::::111 Tigard OR �� . III ■ �503-246-5862 al ■ - iRmuemr .._ lilll■F 1� _��_ � .:. I ( y :IIII MI 111111 1 ARCHITECTURAL: � ': — um i a 1f1iuii URE ", = j ��8� Mil '~-�.wr,..... ■ m um I■ I }- � ._■�}Ir!{lflyJ�fL7�IFrJ7��]11F7�[�7J� ■ �.�'4_,r;- 1 ,, ] 7.7a-17 • — -- �.”- �w��r.w �ti��„�r� i''� n M in 'J:.i,i� u.A... - • f 1lF WLlJLlLI.111 "Illg SITE PLANNING: ' .r 1 Y �; r......rJl1 ....,..,.,.... �■ m>i �9 r 4 MARTINEZ DESIGN GROUP INC. ,..:4 11,...§7..7,___17----7- it.,. - -.�::::;�:JII _ �� ■ ' � � EU ALBUQUERQUE, NM 87120 - .w.r i- �: 11111 n AMR rtr {[I��IT �m r.:..�l� l 505-301-4355 *,,,,,',1:-.,-1* �$x .- _ - -_ • - — — tnrornrrnm"artrmy I■I�Illm _. m t tela,,,',� ; 1 i mrni� ■ MI IMMINIIIIM STRUCTURAL ENGINEER: :::h1„.4,:,,'.4,'''''It � G J1IBKE INC. $ s _ 14 i' - ■ ■ ■ MILWAUKUE, OR 97222 l','-'t` :" I ■ 503-507-0461 1171•11111111.11:111111,1111111:,-1,--i--.-.--;:, ■ s t+* NI r T I r I i ■ ■ ■ • CIVIL ENGINEER: ''Ig ' , • _ = ■ TIM TURNER, CIO TRT ENGINEERS 'k ■ �_ ■ I ■ ■ ■ ■PORTLAND, OR ■ M MI _ 1 161 /111111111111 ,; `# 503-643-4796 11111 LANDSCAPE ARCHITECT: �r .=____iiiill ^� NM aims "�"'" " -- ANNE M. MILLER, RLA . rte, ° � =` % - ____"---3451 C/O BEIGHLEY + ASSOCIATES INC NMm. _ _ Portland, Or 97229 -------:---- _ - - _ - -- `u� 503-643-4796 { C --„,._ '1/4,71 ye,..je ARBORIST: -_ — �_ O BEIGHLEY + ASSOCIATES INC �. RON DAVIES, C/ f PORTLAND, OR • 503-643-4769 /'i• . 1,OREGON 10/19/16 OF 6' INDEX TO SHEETS CODE COMPLIANCE VICINITY MAP • r. r r • .r ,r r r ARCHITECTURAL Oregon Residential Specialty Code - ' ` �� ed_a 2014g yti k C-A0.0 COVER SHEET y + a ., t ` .. . _ _ �. � ;. ,i 2 a t SGT- �. �t. •F II C-A0.1 NOTES 2014 International Residential CodeK.% L r• 11:1 r4 lg. , . , N so.l ARCHITECTURAL SITE PLAN 2014 International Energy Conservation Code • - -� � �=��- 4 ,..)10, �-y-�---• ��• _- x � livie::!>:10.,e, -_-LE II . , i 11613Fik ♦ ,�5-0.1 .1 SITE/PLOT PLAN ,.0 J ` �:, k S-0.2 LANDSCAPE + OPEN SPACE 2014 Uniform Mechanical Code � w � k ,- to'`/ :1° 1 L ► PL :€ ARCHITECTURE C-Al .0 BUILDING C - PLANS 2014 Uniform Plumbing Code - - " . = Y , a. '_ ii. r * - IN COLLABORATION WITH B ILDING C - ELEVATIONS „ , �. �'. ,, , - iip t g,C A2.0 U r ■ ::: ::.1, 7: ' -A6.0 BUILDINGC - SCHEDULES 4 National Electrical Code . .. ,.,.:.c 201 :{ �,r, .� �1,.....4 _ , ri. .:.� .. 1 ,, - .. : r . _ . ,r it - r ....A74'40, ; 7 ` � . -N . — .�'�'.�► •...r...:1,7°'3`3t4,-1:. , MEP t f r [ . �. .1`4• ,� F f , � :, I 4 v �, x� C-E1 .0 BUILDING C - ELECTRICAL p C-M1 .0 BUILDING C - MECHANICAL ___. t C - PLUMBING -� ' s '� E :, 3 ` �, ,.. y MARTINEZ DESIGN GROUP INC. C-P l .0 BUILDING „/---------. Ps 1� f � , 0 GENERAL 1 i i , -^. 7 .� �.1� h e -h 11 . : Ma r,.. . G-3.0 TYPICAL BUILDING SECTIONS � � � °”" '� 1 ,-�`�� iril ' r. G-4.0 TYPICAL WALL SECTIONS - ■� Hall Pointe - TYPICAL STAIR SECTIONS �_ t � *+ r. -," �.. ' G 4.1 CITY OP TIGARD _ P UCS ' Townhomes 8723 SW SPRUCE ST. jig virvl G-4.2 ENLARGED PLANS REVIEW FOR CODE COMPLIANCE _ # • ' i '`' grim 8735 SW Spruce St. Tigard, OR 97233 :Iffi" 11-: R k G-5.0 SITE DETAILSNIL ttrIll 12 c-71 �" �` Approved: 1 8715 SW SPRUCE ST. #12 i t ; l.V ';'' 1� : ., ,� . +. . �,: �� as 4 OTC: � - � . t , �•a _ -- Project Number M1512 11/4) S l A FIRST + SECOND FLOOR FRAMING PLAN Address: ' '� 1� S2A ROOF FRAMING8701 SW SPRUCE ST. #14 "' A 1 = _ Date 1 1 :43:53 PM S3 DETAILS Suite #: `' rE L Da .��---,� a Y . _ Cover Sheet S4 DETAILS By; ] s icb S4.1 DETAILS -- {■ t-e R rv -. . :--:•--:. 7::- illkil , x S6 DETAILS • - 't_-, 1 f l } *01,:,;_., ,'`,„ 31,..„--% =' . `4 i` .� ' :R 4, r '_ W.GEN _7 S7 ERAL NOTES ° '��Q�`��°� •`�..� , 1�� ' ' � z�1 D CARPORT PLANS + DETAILS 4 iild S MST2016-0046 M r . - � _ —� Y..3/ SR2016-00464/ MST2016-00465 r __ s w - �,MST2016-00466 C NINA(1) • 0 i . W____ --~--�1 :,v, . . � �� f •„ , trjr, , ._-; Scale # PERMIT . "r�,:». ” ,, irwik ,,› ,,,,,,,,„.r.-1. , iterv, ADDRESS CLOSED ° r4„\ .1,,,,,,- •• i I wor.r,e...._ c. 6 s} C MST2016 00463 8701 SW Spruce 144 C MST2016-00464 8709 SW Spruce C MST2016-00465 8715 SW Spruce C MST2D16-00466 8723 SW Spruce 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 1/2" 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-2] 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. 1/2" 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. 7/1 6" 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. genera! 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. e„,..."••••?' 4•,4. JERRY J.EAf ER 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 similar to parts detailed. Minor details not usuallyshown or specified, but necessaryfor proper construction of anypart of the work, shall be included as if theywere indicated in the specs r contract documents. p p p • .41 PO' OREGON Ceiling 9114116 �' Abbreviations throughout the plans are those in common use. Notify the architect of any abbreviations in question. 2 layers 5/8 type 'X' gyp board at second floor ceiling .‘"610F c 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 ed_a Residential Code All work indicated on drawings is new work unless specifically indicated as existing. • • 84 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 Plumbing 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. ` 1 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 ,\„71•Ilt '/��' 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 1VIARTINLZ DLSIGN 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. Town homes 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 :42:51 PM Contractor Is responsible to provide proper soils conditions for installation of foundations. General Notes 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. C .Ao ■ Scale PARKING WHEEL STOPS,TYPICAL / 20' 0" / EVERY PARKING SPACE Surface drainage shall be diverted to a storm sewer `�� POND,SEE CIVIL DRAWINGS S89°59'22"E 184.85' t. conveyance or other approved point of collection �`�� - — — — _ ,..:\ •PGETFORMER �� to drain surface water awe from foundatn414141? o Y°° '° -"MIN ►' ►' �� first ]0 feet. ' — - - '10, ‘/I0110.... ‘rgif , ,, . \ rIPA '' ° 'a 16'-3 TRASH ' ' ---- ' .• . �,_ • \ENCLOSURE �► I► 1l •d r. I ,_ 4.cv ••1.; SEE SHEET G 5.1 — I., ..T'' .8 o.'- ly • - - . w 8759 •' 6'-0"� FOR ENLARC�D 9 'E� d•- 1. :. : ; GENERAL NOTE: os 0 7 PLAN °° ° , b A t :. •: • 61,7 d: a _ a :. �. 8747 I= gi .• .•': _ \ F=-.— See Civil drawings for street improvements, drainage and „I Z — 1111 d•° _ •I I 1 I i... 11r OVA %%\ ": �� See landscape drawings for plantingI I 10 ,_I�� uit IliT LANDSCAPESPACE ° d . ��`�� t TYPICAL a• °< =1 _- ——== \ �r -- ._. -� • i °• :1 7 - 'g 91'1111 1 8765 • �- 4- 1 ! i aa 1: •': o I ••'T. LANDSCAPE SPACE 8741•— . :. .i '. •L 'I •�° ;• b "•. -• *. • TYPICAL er I I -- - - PARKING WHEEL STOPS,TYPICAL 20'-0" EVERY PARKING SPACE • / 114.1'ELEVATION POND,SEE CIVIL DRAWINGS 1 1 180.2'ELEVATION / _ _ 9°59'22"E 184.85' r i — — I. y CATCH BASIN Surface drainage shall be diverted to a storm sewer cCC444 PGE TRANSFORMER �� ti mzi, g conveyance or other approved point of collection a - Jo I NW :44:--•--".-.1";'' ,-WO - .; ; - N ' that does not create a hazard. Lots shall be graded °° o� a• - =' . j to drain surface water away from foundation walls. TRASH — 2' ° = 'r The grade shall fall a minimum of 6 inches within the 8' -0" 0 36' -5" 3'-70. C ENCLOSURE - -� _ "EE SHEET G5.1 �� ), _ .t.:. .I/ first 10 feet. L �, • • .,j- — kFOR ENLARGED. J Ir C • , a DECK (�I 8759 - 6'-o'�I PLAN //� I 8747 •_. : - '- I� as / .-1 U N W I• DECK I 4 �. En - 77 9 36 5 O ° _ a a 4 GENERAL NOTE 1 i J - ••P e i `, f. ,1. a P -I �/ • •Q a;° •: _ — — — - I,I 2 10 1',0� •a,... • I N See Civil drawings for street improvements, drainage and . J / o — — — 41 41 details. 7' LANDSCAPE SPACE •,1 , / 'I — m '.= _ o TYPICAL a',I --.A.- --==.7:--4"="7:: "- -y__ ; ; — - a — 1 0� : r See landscape drawings for planting. I DECK 8765 a° l / 1I. I .Qa- Q' w 1 `n I' _ r el; DECK V L — •" - •';1. r / 3 r o I 11 ---TLANDSCAPESPACE 8741 I I OCT 20 2016 /] IIr 1 .I Q 16 '1 -1-. •a. .,I / 1 o P I I l J 4?..: a- r I •° - .�5f'• CITY O TIGARD -3 a / .I _.. - _ TYPICAL — J z L , J _ • r CA ,_ -_- ---- —— a BUILDING DIVISION 1.4.-----CARPORT 1 ,-4 I • D • _ \ [TYP] i �' (; 1' PARKING °. . 4 :-41-‘). i111.4la. OVERHANG- r--.-- ,.- ' — o E o FLOW ° v a _I. 8 I • °" o f 4 12 ;� — DECK 8771 1 E �' _ _ -_ `1 ?3 .. \ r DECK/ • ` v, . - I -8738 b, 3 " .1I: ', _ `O I 6'-0" • I - J 10' 0" 0 - i)-• yr,i ..: -:!.-%-.4: ._ ar co- ; r 4:. r--11---- 1' PARKING OVERHANG • • M2-1-----17' 6' . - ----fi IC. ,i; •"A; al . 9 4 I D EC 8775 7 •r. 4 Il 6 Y b.SOLAR I �...� 17' -6'' � 1, 5 0 LI DECK l •4 . .a • L LIGHT `i , 11 :' . ,, • =J 8' 0" 36' �" 4 . 1 8729 a 6" 6'-0"^{ 17'-6' 24. 0�� u' 16'-9" 9..a 6' -0'a:. - • .. • •• . — -- - — / - / / ' I 1 EDGE OF BUFFER ZONE r .--iii.:_--0,..,,L., 7 zol . . • - ,,. . . . , b . -''.--•:,-,3. r i 15 WALKING PATH, CRUSHER FINES OR BARK 0 10 8783 , EXISTING MANHOL 'j; _ • • - - . -\ DECK _ • • {. POND,SEE CIVIL DRAWINGS I `n 1 .'••a,`' °o 16 'y , I 8 725 \ . DECK ° L 8 o I.4 j: 1 BUILDING A - -=: 180 FINISH FLOOR ELEVATION .3• .•• :•�. b I: `' 180.2'ELENA.1 ( L_ _ _ FINISH FLOOR ELEVATION B U I DING B o Il ...-. . .t.., - -a - Q - • -i . _• ..-.1",1.-0" _ bo rr� � - .a a .. IP- a� S' •01 75.20 — 1rf- oo : " co -, - :. 116.10'ELEVATION 11110w.-- Mt: _ BBQ �? POND, SEE CIVIL DRAWINGS • • , - . op 0.0,0.,. TYPICAL DOWNSPOUT ` 118.0' _ �� _ ci ] 4; I ;$v LOCATIONS TO SHEETFLOW ELEVATION - FLOW I t 'L ,?, ONTO DRIVEWAY — ' l 410\ . 17 I i aPk; a C� . JERRY J.EAI C� RAMP a PICNIC TABLE ° . ! r _ PARKING WHEEL STOPS,TYPICAL :, •_-:.. I _ae' ° . / • EVERY PARKING SPACE i I GRASS a _. ." ,i, OREGON BENCH \ i I: 8 723 DECK FLOW 1011911$ 0:5 zo �� r'• 3' -7" 36' -5" 8' -0" I *IR CARPORT b •...1 18 'fie" A• 111111s-„` OF — — 1 MP/ "Il -• -• -- ' .' oif, I 'i' Ir 9, \__ _ 0 8' -0” 1 24' -0' °. i.,:,...,,-.;..:,,_-.::::_::,.:.,.:,:.:•: , edt N / ! / I: tie DECK ' s a /I _ ' 8715 =� . .,::.i.:,: ..,:i (tr ), ....,..,111,,, ...).!_!_...1...:. . - v SITE/PLOT PLAN , •'�" ;T LANDSCAPE SPACE ° _\., 17 -6 I�� •I - TYPiCAL - — — °` _ ARCHITECTURE FLOW / 21 �I ,'. • I DECK I ° • a IN COLLABORATION WITH 0 SCALE: 1 : 10 ON 22X341) . I_.. 8709 • 120 2" 5' 6" •.,,_•.;10' -°". . : NORTH ARROW _ r , 1 :20 ON 1 1 X 17 �, ; ; :�: 1 13 I :: : \ � - 22 - b 111 \N/ GUEST J Ei -O" _ I 40' D" 8' 0" o p • HANDICAP RAMP, b N _ - ':I, , 3 — X o ": a" 1:12 SLOPE • 23 I_.,. , . , _ • I Z MARTINEZ DESIGN GROUP INC. •°P c� , 3/2'-0" ° GUEsr I_ • 8701 ' V i. A 17'-B' 1- •i °. DECK I - a ° SIDEWALK LOT AREA: 27, 683 SQ FT NEW PEDESTAL MAILBOX -�.--- / \ 1.:a.- I FENCE; _ °= d LOCATION • = " • • 24 'O ,r: • 14 180.5 FINISH FLOOR ELEVATION BUILDING C I •4 Hall Pointe BUILDING TOTAL AREA: 9 623 S FT I .: Q SOLAR LIGHT - ; a .a° GUEsr I a•- �' N. i. 'i \, — — J POND,SEE CIVIL DRAWINGS. • CATCH BASIN PERCENTAGE OF COVERAGE: 34.76% o — — T — — — — — `'• Townhomes '1) t 8735 SW Spruce St. Tigard, OR 97233 IMPERVIOUS AREA: 15,404 SQ FT 171.2'ELEVATION N) : ' a .aII y N � 401119.9'ELEVATiOH Project Number M1512 "","-•:. 1011111111,iliiiliil'IiI 010101001i1.l � ° LENGTH=5' ° ,,:.` •. -` . =as NEW 1 1/2 D• ESTIC WATER ! 0 N89°55'32'E 113.91' Q' RADIUS=7.85' - - -- Date 10/19/2016 1 .44:02 PM METER AND NEW 2" DOUBLE °'6'-0".- • 1 • CHECK VALVE ASSEMBLY > / 1`-a, , °4 r� BENCH , -� °�a: A . Architectural _a , • ',- 4 " .�... '1 • ' " r . a a .. ,°, Site/Plot Plan NEW CATCH BASINS -a. a"' �� ..-.:4-•.• ENTRY LANDSCAPE•', ;a . .,: .. '� 4. .7e- r. . . .4 • i ° - ' - =4, . ' - , ' : _ . - . : - : _- , .a• .a a . . `_ . • •a.. CITY OF TIGARD ' ,•� • _ i 4 . - .4 , _ Approved by Planningties Q a v - °• ^• °•-e• • "° s, as e • 9 = ° •° - y-° '-' ;.,,EXISTING 4"SEWER LATERAL l 'MEW SEE CIVIL SHEETS FOR' , Date' � —i. '-( , �1.• ° ] ROAD IMPROVEMENTS lni als: S 0 a >. 39' 2" j, 13' 8" LANDSCAPE WATER METER WALKING PATH, CRUSHER FINES OR BARK Scale l �! = 1 17-0"S .W. SPRUCE STREET d --- , 7(1 PARKING WHEEL STOPS,TYPICAL EVERY PARKING SPACE 1..1 POND,SEE CIVIL DRAWINGS PGE TRANSFORMER m iiii VA. lb, .,)i,p, ,,,,,,,,,,.....wmg a. _:... , El ' 11 ,, 1111Iiiiii, w//' ...„..„,„ . .. .,, _ ... . ,Tt. R. ,. ail -. - fp> F W VAI WM& 4/ it_i_i 'y voyor-Vlior 11610,4ft 2 I m Li r,,, fay B v-4440110 ]b'-3" • N'N, . .. w , 6 i ,. .: Ia.L ° voi ;at,lp, 111. 1 ° p— Ili.-: - i I I+ '-r ° :4 1 1 -a' -.:.•,;,..• 'i, ' K. Adam -0 10 Iii ,-I I I 1 T LANDSCAPE SPACE I I I .i — - - •- .y-' ' : �► tea i I 1 I •_ a 111 41-"141111111 .: ' A 41,i TYPICAL 4 . i, i _ a — _.: Ihi %I 3 I .•_T LANDSCAPE SPACE " .\* I 2 -: .°:,:::,...1 -11 — ' I 11 ' 1l.. , . • � i' PARKING 1 1, TYPICAL 4 I J OVERHANG 1 ►��C►� . ,.. • 141111a ' --::::•1:-- . i• • • _ �, I' II �i I 1. 8 m , .': 4 ',,, o et ill- • ::. ,,,._ _., i'PARKING OVERHANG 1 4 I 1 12 ( ,•° , V 11 ' 111111-1 i- f — I I t ' • I I 1 °I a. � A r j '$ YA cn ' EA i• 1 aai:. ai I — I 1b,° arr , ,a ; 5 ; 13 -I or...jet... \ 37- ;a qh7 940 IF mu ..__. , ,. ., ,_ _ , 1 14 a- E ,I1 4 IIIP 6I Lal : 4 . PI , ,1 ...--741„,,,,. „... _.-_ :, ii, 15 I BUILDING A :: •4: : � _ JoBUILDING B 5 ;` ". $ 1 POND,SEE CIVIL DRAWINGS • Ilia d• �_�� j d. °• _ _�, , IN_j 4. d IIII WALKING PATH a _ .. ` �� 1-...,4 iii nth- .411 rth,. aAli ��t :�.... IB TAIII/ I 1 1 a a !PC.: a •-Silitts:\ . -.0a...Xmiklinikallallailea111•10m101.1•102 , • 11/44i,4116 NVP 1 1 �� S89°56'01"W 75.20' V" 411V 1,4f:. — — ;4: LI"`' . ��Ifiro� rA 4 �1 71-iIrriprit 4 = BBQ:-...m_-, Oa%�l� B 01) ' �L' ". •...e POND,SEE CIVIL DRAWINGS BENCH rill, 1 _ Ohl ' 4° le 1111 . !,• ' ° I .,.,„,,,,,,,,,,,,,o, 17 _.. PICNIC TABLE \ • ` , IP gli OP: :_,, - • 2 1 , 1 'j : GRASS - ': ° • �. OREGON "� , . . .: V i W r •4 ;(� 9N411fi .43 :;..-I'_:-. J _...-01. 1" CARPORT ►I 18 - : \\1 41 i—. i'''' / ,\ . P LEGEND 1� • � _ ' �!' :°-• r � - A BENCHES - 4 METAL BENCHES ATTACHED TO CONCRETE FOOTING 19 • _ A-_ °. - B WALKING PATH - PATH TO BE CRUSHER FINES OR BARK AS SELECTED BY OWNER 1 °�' -` iiiikool a ii e d_. aC PICNIC TABLE - PROVIDE 6' GREY RESIN TABLE ANCHORED TO CONCRETE SLABIL. `` 4 ,D BBQ GRILL - PEDESTAL GRILL ON 2-3/8" MIN POST SET IN CONCRETE " r 44 ,_ 20 , '�a 12 • _ •- , • OVERALL SITE: 27,683 SQ FT , V , LANDSCAPING AREA REQUIRED: 27683 x 15% = 4,152.45 SF I .. �4. LANDSCAPING AREA PROVIDED: 5,104 SQ FT �".I • . a ARCHITECTURE �u . TYPICAL • .-• ': OPEN SPACE AREA: 2,816 SQ FT c I ` a DECKS/PORCH: 21 i - �I ° , IN COLLABORATION WITH FIRST FLOOR-784 SQ FT °p© }` a a �4 SECOND FLOOR-490 SQ FT itilliliP �. .. :°a \\// _ . G 6 -0' b� ° i 11-1 IC 23 °i='4"b •- 4 MARTINEZ DESIGN GROUP INC. LANDSCAPE + OPEN AREA . 'a • , - GUEST ::- I_ ' 1111112tak I,:�. ;aNI BUILDING C l KFENCE_. . . El I .a . . 1�4 ,• ,4 • ---a Hall Pointe i • a:• ,.f - SCALE: 1"=10' GUEST Apf aL r B , -iii -• a �, Townhomes �- Poi "''�—�""'"""` 91y ►� =.,a ,. 8735 SW Spruce St. Tigard, OR 97233 ►9 ► . a °'ASIDEWALK • 44/ ill: �'• �►� a ��" Project Number_ o :I.. M1512 POND,SEE CIVIL DRAWINGSN89°ss�z"E 113.91' L ,�.--,�—�. :b AI . i".Wie al A:Ia-141:: :TALK ao .- I 1 1 � _ _ `a ~� � —r� �,�� = Date 9/14/2416 12: 11 : 14 AM 1. �.•_ �� Landscape + Open 104 LANDSCAPE WATER METER ¢ ea A Space 'a - • _ .1.' -. A. ' ' - ' .4 - ,4 - tl ENTRY NTRY LANDSCAPE4 S' - ae 1 rii tam i ram ° .° RIGHT A WAY OPEN SPACE i . -- S iM 0 . 2 Scale As indicated S.W. SPRUCE STREET r. BUILDING C AREAS BUILDING GROSS AREA [HEATED] FIRST FLOOR:2360 SQ FT 4 — WOOD SECOND FLOOR:2400 SQ FT DECKING TOTAL:4760 SQ FT 4 G-4.0 DROPPED CEILING 14'-7" ` G-4.0 / il'-0� l2' 0" 7-11" / 8'-0" 12'-1" 5-D DECKS AND PORCHES FIRST FLOOR:627 SQ FT 3' 8" 9'-8" 2'-6" 9 7-9 112" •—•—•—•�•�•�•�•�•�•�•�• 3 7' 6 112" 3 2'-6" / RAILING SECOND FLOOR:392 SQ FT -__- UNIT GROSS AREA i` ;irf1 (7.:A...w.. ._,Jsr\12'-2" immor �� I $ M'i Iiw�I 1 I ,I FIRST FLOOR:590 SQ FT IIIAQ SECOND FLOOR: 600 SQ FT a imm iii.�j _ ' 1 ! ---- PLANTER — BATH / / I TOTAL: 1190SQFT - UNIT NETAREA BREAKDOWN `ni1011" i i i i ` I ``'1 BOX WINDOWS AT END UNIT ONLY I 9 14 B • Ll_NEN + ENTRY FIRST FLOOR 30 SF i •ii `� i 1 I 1 a 3 - RAIL AND DECKING \ ��` - J 4 _ 2 LIVING ROOM FIRST FLOOR 166 SF WINDOW AT END UNIT ONLY 1 ` + I _I4111111k V 1, - 3 DINING ROOM FIRST FLOOR 118 SF 1 I t. ! I AT BUILDING A ONLY1111151111 ■ 7'-0' I 1 I I DINING ROOM f Y I 4 G-4 2in ,°o°o a II ,� / I i O_I 4 KITCHEN FIRST FLOOR 171- 5 CLOSET FIRST FLOOR 19 SF F CLEAR 1 I 1 - r� I o-� << 1 Ea • d N pyo �� I I r i-� \ 6 1/2 BATH FIRST FLOOR 18 SF • O I pp I 1 3 I I <� tJ D. BEDROOM #2 ►•� ,I� ,� 4'_6" I I BEDROOM #1 7 STORAGE FIRST FLOOR 15 SF LIVING ROOM 1 I1 — °e,_ Q.. •es Ca Do ' 8 STAIRWAY SECOND FLOOR 135E 1 1 r 3.-2" 0: a a- "• an /� 17 HALL SECOND FLOOR 47 SF 1 2 I I I 1 /SEE SHEET 3 / G-4.2 - -6 - ,"a. . ..• •"q �, Rd 12 1 INE �� . 1 �0 UTILITY SECOND FLOOR 13 SF z3e 1 I 1 , FOR KITCHEN ELEVATIONS ••� :: • '• .1 • o0 111 a a , kl LINEN sEcoNDFLooR 6 S G-3.0 - I 1 r I — tr ^ I • .. _ r '00 4,-0„ '�'[ IN �� ' r l2 BEDROOM#2 SECOND FLOOR 147 SF erj r � % Q t1) oo _ 1 .. 1. 13 W.LC. SECOND FLOOR 22 SF : \ 2' 2" 13'-7" 5' 6" �' 1 112" ! I 1 1\ r ❑o - / • R / r Q 4 BATHSECONDFLOOR 375Er1 $�' '_ -- - / \ r FINISH \�� / �I4'-0" 16 LINENSECONDOOR6SFKITCHEN \/ � 15 BATHSECONDOOR51SF- ° ° 4\ -1 Il LESS FIRE PLACE 1 1 :: ' a ' - , HALL. __I_ I I �• • iLOW WALL ' FINISH /' 7 BEDROOM#I SECpNDFOOR1445E• �1-\ �� I 1 v�T�•��•�•�•�• �•��•�� ...alba., � ED 1I g ®/ 18 W.I.C. SECOND FLOOR 22 SF P3 - • '4 ' •A�` °' �� ENTRY i �MIME� lNM © 11■■I O ` 3 y / $ IT r•—•—.—. •—•—. : - / 9 STORAGE SECOND FLOOR 15 SF 4G--21. e v / i Wi.�r�i.�iiii�ari�� ( / - _-_ �' G-4.0 - - - iii ir�iJ ► is O viii / �• CLOSET EXTENSION , .: •-- -°•aNOP - r I 1 / i-lr-TE- cif—Ir— �� STORAGE -- _ _ ' I W,I.C. �� I I S1{AIR I Y I I I I I I / OPTION - 11 11 II 11 11 11 E B 11 1 I I 1 I V / 1 I I I ! I I I I W.LC. / Wall Types a,• c �' 1' 1 II II II II II II ,I II II 1 1 L 1■ I BAT - o � . �CLOS� 1 11 11 11 11 11 11 1 1 I 1 1 - 7 - Y ROOF - ' / I E i i i 1 I I i i i i i / ] I j �� -, .+ E ' a ... I I CP,BI ET ■ QAmis � If&10" r 1 13 S1 =rim _ �? 4. 1 I I 1{ u u u u u u 1 G-4.1 6 _ _ ' iY, I - _Yl_II - - - I / _ P a \ r - -5- f _ I II 11 Il II Il II ri 11 ` BELOW Q I � '�� ! I I ` I'-� g Floor Plan Construction.• , 1.1 = Notation Assemb[y-1 ' !1 w��4.1•Iicsa �.2wwwwi rev_��_��_•••��_lie im skim_�mww��w L►��_ ww..�... .o��wwei�.� Ill+ ' A\ Al Al Al AL AL Al Al Al Al Al Al .► Al AAN �� A�� L A ��i� s��► Al A. Al Al AL Al Al A Al A. Al Al Al Al Al Al AL �JJ ' y r V .V. .V. -V. -V♦♦•-•- .V ♦��•♦V'V♦ v*� , 1. -'- \ \ 1 ��r��L�� A.►�. �i►.►��0��►��1��.►��T��i1►r��`►��C��w��I . -. MI __---_ WALL ��UNTED 2x6 Wood Frame:With R:21 minimum FLOOR ACCESS TO DOTTED OUTLINE OF CRAWL - : ` • + BIKE ATTIC ACCESS,22x30 batt insulation, 1/2"gyp board on 3'-0 1/2" / 3,_0„ 11 1/2" interior, 7/16 plywood sheathing and CRAWL SPACE THRU OPENING / / CLEAR ` WALL UP TO 8'-0"WITH SHELF ABOVE,CLOSET ONLY siding or Cedar Shake where noted SEE CIVIL FOR GRADE AND BUILT IN CABINET "- 2 \A/ \J .. ! 2_ ).--.)y C \) on exterior.Stone base where noted. STEPS FOR EACH UNIT R 30a.• 1-- R 3° 2x6 Wood Frame: Interior plumbing p g wall with 1/2"gyp board,moisture resistant gyp board on bathroom side. 0 BuILDING C - Enlarged EnlargednL ' - ' . ' , 1 ►., P 1 0L " 1Paw . 1 L!■tdidiisor Air 1 1 /4"= 1 1-1311 1 //4"= 1 I-0" Double 2x4 Wood Frame Party Wall: 2 layers 5/8"type'X'on residential side, 1"airspace between parallel studs. r--// /i 2x4 Wood Frame:Storage wall with 5/8" gyp board on interior+exterior,7/16 plywood sheathing and siding on exterior. • lEMMENNEME 2x4 Wood Frame: Interior wall with 1/2"gyp board both sides 1" 40'-0" 5'-0" NO ROOF PENETRATIONS WITHIN 4' OF PARTY WALL LINE /// n T 1' /F 40'-0" 5'-0" L © © BUILT-IN CABINET f \ © op ju I1 r1, ! ire 1 1 1,1 1'■ _.- \ \ 1.11'1►/ r_ wI 1 111 11 1111/1!IIG�I:■ r r P REF. . 1 /i1ifi11I �. !' 4I�II� !' I�11 Ilr ' . 1+�11i11'1!/IIIIp 1 r 1 1 G ar . 101411/1 1 1 I,1�1,1,11, " Y 1:01011! I -7)11,741,-141 _ 1 / 1 ►. Ir 1-! I 1 1'b/ 1• i�l 1 • ! �Ir ► ' 11' �1/ i11/ .I /'b1 I • JERRY J.i • I I ' i .I. "a•° �r_i,5'��_ - _ . - - - -AMI2 - - _ '1 �,1-''�-1'115-y11=-r.-..w• r)p4i_ro, ---.■...� ! 111 --_- - - r I 1� I.I1I�I�Iir'wi'"ww�lw�� c� 4.1og M 4 I -.. .a•.'' 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I I 1 1 11 1 �.© i III I Il?`t111! 13 1 111En . - -I IIf1#'III1' I1 111 C'-w►.►�-w�i-'wi-►-'• r •lrrz-I■II-rr■n-►I—af x.11 1+- 1 11111 �.... 1 _ I llflllllll _ ,r� � 1 =- I�f1 !j'lll1 `�' iw'sw'i. �'.r''�'• • \ 1 1 �6� 1'1 . prilln ri ' IC E •..E.' rig. I>:Irral� .--.- Is,i,��•,� ter■ • I ,r ■,r_ r - • ■ s . rI� r,.-r,- --.—u Q1 tr . I.1 �_ 1�'. I �� I 1 1 1-. �•I-a�i-r _ ,, H 11+,111,1. r 1� � II f1 _ - 1i► _ r 1.,.i.o,,,„,.,,,,, j�`I!IIIEI!111IIjI' O 4.v • REF. :��-'':11111 �rl�' r I s ' "!I ran 422"a:.- - -P°i-_- -..4-4-,_ - - �,I 1"1. 11 / I1�MIA _ 1 ,!, ,��II. , 11 , i , , ,% Hall Pointe L! :;::: ( 1I I 11 D ---w-. -_ -- 1, _-_____-,-:-_ 1,! �_-r� I 1, 1,1,1,1/!-w---- •� - m - . Si i C-4 ° ', _ _ f�- _ a r-�.�� _� _ --s— ,- II - - ^0"�- I IIII,,,, �1��w�,rrF.��r T o w n h o I i t e s �. . O 'I ' CD O • e _--1111 - ^ - -_- --- I -_-_ = 1-s _-_-r-_ _ -_ lirrw---------l6'F'n-- .'�a rr=r--1■■-�w► _ 1__- r - J� 1 1111-1111-- �- I 1 .:5,,): ; u7 =i *1=0 _ IO 14 } _----. _ _ - I I , III --_- _ _ _ 1 =-----....-->r'rz'Z:■. -� 8735 SW Spruce St. Tigard, OR 97233 ---111-ENCeO - • I I E . - �: -- • •. • Iw--4 1 1 __ _ ` _; - ^ - - I1I - - --` 1ww.-.■------'.------ _ ■r-r. 1 -, r_ r I. - - ------i--1111-- .4' • MEM I 1 I 'IA ' . -!,1,1,1, _ ,_ II -_-_-_- IO° - - -_ ................................... \\ -- — - — — ° ©1 - mot �� .1',. 11111.1.1 `- - J =�- , 1 - v.:-«r M---�=�irrg= in In r ==== Project Number M 1512 I I 1 Il © 1 11 1rI 1PI - ■-Imir/—rrw•I.—An a _ i r r z 6 I,I,I,I g ) 1 15 wf II1,a .� r I/Orli'.'1 s , j• II'---2" _ • 'r=ma=rinri .., ..�{`"tj L_ I I i i ' III ' , 1 1 in - - - - a.. 117,1 b II 1 r Y . I0 -Fl 1 1 1 I 1 1 I I• 61 �- 1 .�--s■rw--rw--r■w■Ir °a•. �� © 1 I • I 0 ' / '- I••-•-•---r'---■-•r Date 9/13/2016 11 :42:57 PM • ' 1 1 1 1 I I I � ,�/I,!.1 a r 1L 1 1, F 1 �!•>Tr.�lr .r.r�-rrr■►r-1 �. . .• ` Ch1 1•i•Iir 7 r i,'r, _y- 1, 1► - _ r / ! dai o ww-.,.■►.nrr . ;."-. f - \ ri ■ ■ r \ ,� '11!111/I'- - - -- - �Ir- �`_ ^'I!1 r- - 11. ..4.„...,...,....,........... r \ • O 0 0 0 L Building C FirstBuILDING C m SeCOn d FIO 0 r plan 0 BuILDING c _ 4 Scale As indicated1 1 /811= 1 -0„ 1 /8"= 11-0” 1 /81= 1 -0 • _ ======Ti ==_r---__=---___~==- =________= r_ _=r€_== Room Finish Schedule R310 EMERGENCY ESCAPE AND RESCUE OPENINGS Door Schedule .. R310.1 Emergency escape and rescue required. Ceiling Base Door Door FrameBasements, habitable attics and every sleeping room shall have at least one Number Name Level Wall Finish Finish Floor Finish Finish operable emergency escape and rescue opening. Where basements contain Mark Level location Width Height Material Type Comments Elevation Finish Material - one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue _ 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 1 FIRST FLOOR 3' - 0" 6' - 8" Fiberglass 6 Single Flush A Paint Wood 2 LIVING ROOM FIRST FLOOR PAINTED GYP PAINTED GYP CARPET WOOD (1 1 18 mm) measured from the finished floor to the bottom of the clear opening. Panels 3 DINING ROOM FIRST FLOOR PAINTED GYP PAINTED GYP CARPET WOOD Where a door opening having a threshold below the adjacent ground 2 FIRST FLOOR CLOSET 2' - 6" 6' - 8" Solid Core Wood Single Flush B Paint Wood 4 KITCHEN FIRST FLOOR PAINTED GYP PAINTED GYP TILE WOOD elevation serves as an emergency escape and rescue opening and is provided 3 FIRST FLOOR DINING ROOM 2' - 6" 4' - 0" Solid Core Wood Single Flush H Paint Wood 5 CLOSET FIRST FLOOR PAINTED GYP PAINTED GYP CARPET WOOD with a bulkhead enclosure, the bulkhead enclosure shall comply with Section 4 FIRST FLOOR KITCHEN 2' - 4" 6' - 8" Solid Core Wood Sliding Pocket Door C Paint Wood 6 1/2 BATH FIRST FLOOR PAINTED GYP PAINTED GYP TILE WOOD R310.3. The net clear opening dimensions required by this section shall be 5 FIRST FLOOR KITCHEN 5' - 0" 6' - 8" Vinyl with Glass Exterior Full Lite Sliding Door D Paint Vinyl obtained by the normal operation of the emergency escape and rescue 7 STORAGE FIRST FLOOR UNFINISHED GYP UNFINISHED GYP SEALED CONCRETE WOOD opening from the inside. Emergency escape and rescue openings with a 6 FIRST FLOOR STORAGE 2' - 6" 6' - 8" Fiberglass Single Flush G Paint Wood 8 STAIRWAY SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD finished sill height below the adjacent ground elevation shall be provided with 7 SECOND FLOOR BEDROOM #2 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood 9 HALL SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD a window well in accordance with Section R310.2. Emergency escape and 8 SECOND FLOOR W.I.C. 2' - 8" 6' - 8" Solid Core Wood Single Flush E 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 9 SECOND FLOOR BATH 2' - 6" 6' - 8" Solid Core Wood Single Flush B Paint Wood 11 LINEN SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD opens to a public way. 10 SECOND FLOOR LINEN 2' - 0" 6' - 8" Hollow Core Bi-Fold I Prefinished Wood 12 BEDROOM #2 SECOND FLOOR PAINTED GYP PAINTED GYP CARPET WOOD 8310.1 .1 Minimum opening area. 11 SECOND FLOOR UTILITY 5' - 0" 6' - 8" Solid Core Wood Bi-Fold F 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 12 SECOND FLOOR BEDROOM #1 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). 13 SECOND FLOOR W.I.C. 2' - 8" 6' - 8" Solid Core Wood Single Flush E Paint Wood SEMI GLOSS 14 SECOND FLOOR BEDROOM #1 5' - 0" 6' - 8" Vinyl with Glass _Exterior Full Lite Sliding Door D Prefinished Vinyl 15 BATH SECOND FLOOR PAINTED GYP- SEMI-GLOSS TILE WOOD 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 SEMI GLOSS square feet (0.465 m2). 17 FIRST FLOOR KITCHEN 3' - 0" 6' - 8" Insulated Metal Single Flush A Paint Hollow Metal 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 R310.1 .3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special Glazing knowledge. 3'-0" 2'- 6" 2' -6" 5'-0" 2'-8" 5' 0" / / / / / / / / / / / 2, 0.. 1'-3" 1'-3" 1'-3" 1'-3" / / . / I 1 1 + / 1 1 // __ HI 6 r r I 1 .1 / I 1 I 1 I // 1/ ijI + + 1 I �� o1I 1 1/ r! r 1+ +1 I /� 2' 6" r r / / I `J ! I r / I / / r + 1 r r / r / r p I� I til tl , 1 I /L _-_ �.- / r 1 1 ( 00 Co o0 cp / op I I � C c0 / c0 ( ( II r r - - \ N :L.-- \ �O I /I d I i i II I 1 1 I I Ir \ L 1 r QI ., ..jL__oL `C(a + I r Y' N \ \ 1 r / \ II ,_,....1 1 1 1 r C :. + a i r _ \ ot'.-,a: I,\ .'I 1 / JERRY,�.EAla; N, + r 1 I . , 1 t 1 Zt \ ,i L M + r r 1 1 \ r r 1111 •1 I RE 5+ ! !1 11 `1 9114116 �J \ \ \ 1 / ,! .s ill\ \\ 1 4 r Vinyl - A B AC D E F G H I 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 ed.a 0 Door vi -ons I► 1 /2" — 1 ,-0" 4f;" 4'W 441';v ARCH ITECTURE WOOD TRIM 5' o" 2' a" IN COLLABORATION WITH / x imin X\ /11/ \ WOOD TRIM 2 0 4" 2'-0" 4" - /// 2'-0" MARTINEZ DESIGN GROUP INC._ to Window Sche Q o I [L:tilli Comm Hall Pointe Mark Size Type Elevatiolen Material encs Townhomes i 1 b In L..1 - SLIDER i. . _...iNo 8735 SW Spruce St. Tigard, OR 97233 1 ll 1 60" x 60" !Custom-1 A Vinyl l ` - 2 24" x 60" Double B Vinyl Tempered Project Number M1512 4" 4" 4" 4" 4" 4" Hung Date 9/13/2016 11 :43:07 PM 3 24" x 24" Fixed C Vinyl A B C D E F G H 4 36" x 48" Double D Vinyl Building C — Hung SLIDER SINGLE HUNG FIXED SINGLE HUNG FIXED NOT USED SINGLE HUNG SINGLE HUNG 5 24" x 48" Fixed E Vinyl Tempered Schedules TEMPERED TEMPERED TEMPERED TEMPERED - WITH GRID 7 24" x 48" Double G Vinyl Tempered Hung 0 Window Elevation 9 24"GRID Hung x 60" Double H Vinyl Tempered GR 1 /2r, = 11-0" C ...A6 . 0 Scale - 1 " - 1 '-O" I 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 greater. Alarms to be hard wired and have battery backup and be interconnected in such a manner that the actuation of on alarm will activate all alarms. The alarm shall be audible in all bedrooms over ackground noise levels with all intervening doors closed. Smoke alarms to be UL approved and a minimum of 36" from duct openings. 4. Mechanical design shall be provided by others. See heating and cooling systems provided by mechanical contractor / designer. Mechanical contractor to confirm all systems, sizes and locations SWITCH CONTROLLED RECEPT.ABOVE CABINETS SWITCH CONTROL RECEPT. FOR prior to gyperete or concrete pours. FOR TRANSFORMER UNDER COUNTER LIGHTS DISPOSAL RECEPT. 1/2 HOT FOR DISHWASHER 5. Lights in clothes closets shall comply with any and all local requirements. .rr ..1 GFI 02 � !°i GF' R 6. Provide electrical service for heating and A/C systems to mechanical contractor's requirements. SEE NOTE 20 --ofC� I:.. I.I — [li.!--- — 0 1 i I I 0--�0 -4FUTURE A/C 20 AMP I 1 ; I .,-,_,\ 7. Provide dedicated circuit for microwave appliance located by home owner. a I ROOM olsPogw' 8. All branch circuits that supply 125 v. single phase 15 and 20 amp receptacle outlets installed in ,DIN NG O I I /� ❑� WINK ❑o habitable rooms shall be protected by an arc fault interrupter listed to provide protection of the I 1 0 �1 ! 1 I o.w. .`4 - —3—3 1 1 , 3 ' 1 , < :EL entire branch circuit. 1 I R -, ° •- Q I I LIVING ROOM I ! I ' °` d. d, ' 1 1 I Op , •• - - .a 9. Provide weatherproof ground fault circuit interrupter protection to all outlets serving exterior of 1 1 I 1 d ••d•- d • • ``4_ v� - i 2 ' !�` a ' i - _ • dwelling. a ' _ _ I 11 111 ; i KITCH' ° . 10. Electrical contractor is responsible for ensuring that all electrical work meets or exceeds all 1 4 Q a. . r requirements and / or applicable building codes. If plans do not meet this requirement, notify the 111 1 1 I �, °. - da N■ ! designer of any corrections needed. • , • - EN RY �•�.7 •iii r al ram !� RI 1 u.. - "- g' IM1 _ li I I _ STORAGE 11 . At electrical panel, place (2) full height studs on either side of blackout. Wall top plates to be -,• • .,QI 'ra 1 L n;� , $ �E� 1! i . WW/J6 �-AT , CD continuous over box blackout and support studs. Max blackout opening width is 16", actual rough a ;4 L ` , 1 .� , _ W 1 -12 @ CARBON MONOXIDE DETECTOR CAB1 Er 11 ' � g - _ opening width is 14.5" - d a-AJ`i i�•��\ I- - - I II Il ��3 a . ° •' -.,,per �- -�- I� A. ♦ •♦ r ♦ ♦ \ ------yr-----------x---------- SMOKE DETECTOR 12. All outlets shall be 12" from finish floor unless otherwise noted. All outlets in kitchen, utility room and -. , 1. 'rt� • garage to be 44" above floor and to be ground fault interrupt protected. LI 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. 1 14. All fans to have 2 wire leads for separate control of light kit and fan motor. SURFACE MOUNT LIGHT 15. All switches and receptacles are to be "Decora" style in white or ivory. 1 ISE/ 16. 2nd floor bath's have 3 wire leads for light, heater, and fan. G, '�q , r 1 '�Y - � CD RECESEED LIGHT . JI RRY 1 EAKER r BAT~-/ / / / 1► II 17. All bath fans to have timer or mechanical cut-off switches. , r &,401- -0- LINENRi- •/ S3 18. All electrical boxes located in or penetrating 2 hour fire rated walls must �•I• • /,OREGON , .. .64), DODD A P - 1--- -______2:-z 0- THREE-WAY SWITCH be listed electrical boxes of any materials provided the boxes have been 911411$ O 000 -. 11 � BAT I tested for use in fire-resistant-rated assemblies and are installed in ^ 4 I 1 imil 11 1��II I $ accordance with the instructions included in the listing. OF DODD I DODO i� „ „_•,,,� ,.�. 1 �' LL i~,, � SINGLE SWITCH 0000 O I �Il�iil 11 -1 n��__ p 19. Such boxes on opposite sides of the wall shall be separated by one moo , O 000 /NEN 1)V/Di�� - I of the following: moo BEDROOM #2 U ILITY cvs as OR aI . By the horizontal distance specified in the listing of the electrical boxes EU m OUTLET - REFRIGERATOR b. Bysolid fireblockingin accordance with code section R302.1 1 °A 12 0 ” \/�\/ \/� 3 BEDROOM #1 r, a _ HALL �u N c. By protecting both boxes with listed putty padsei __—__ 17 d. or by other listed materials and methods • `_ -_ - 4► al OUTLET - DUPLEX, 112 HOT - - - - ► A, ,�.m �� 20. Location of exterior meter head and service panel box. I aaovE aoo �I�— i iill I a eovE , OR , — 4 _-_-_ I ��mi��RW / I I / I 21 . Location of 125 amp subpanel with 3' minimum front clearance. , I _— _ I "Mr I I — V- - - - 1 W.I.C. 1 _ OUTLET - DUPLEX --_-_ I W.I.C. I I / STORAGE ARCHITECTURE -- - 4.4...♦..♦♦._.�46♦-♦4�y�♦ _ ♦..♦.. ... ... ....0000000VO�F1 IN COLLABORATION WITH OUTLET - GFI .\N Kir I/ N 1\/, 220V RECEPTACLE D I WATER PROOF RECEPTACLE MARTINEZ DESIGN GROUP INC. r- -1 � � EXHAUST FAN Hall Pointe L- -J Townhomes I 8735 SW Spruce St. Tigard, OR 97233 Project Number Ml 512 O- CEILING FAN I Date 9/13/2016 11 :43:09 PM Building C - Electrical • ELECTRICAL LEGEND 1 /2" _ � ,_O„ LCE1 . 0 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. 4. The clothes dryer exhaust shall be at least the dia. Of the appliance outlet and shall terminate outside of the building. 5. Contractor shall field verify all dimensions and conditions and inverts prior to starting project and insure the indicated piping slopes are 11 } 12 adequate. Any discrepancies shall be immediately notified. 6. All exhaust fans shall discharge a minimum of 3'-0" from any building I v opening. • L -0 I3 — } II 7. All metal ductwork shall be minimum of 26 gauge. 1 8. Coordinate with framing to insure joist spaces line up when duct rll DINING; ROOM ;o work must pass through different joist spaces, coordinate with 4 B 1 ; 3 1° - °; _. -; .C7 : - architectural for location of dropped ceiling. ® LIVING ROOM I 1 . ._ _ • - : _ . :d —i 2Id_ 9. At second floor locations exhaust fans discharge shall be routed to I • . , 4 _ J ° B roof caps. -- 4 --d I I 1 , a .. •d 6 .de •.. .., i i , i il .KITCHEN - 4 10. ORSC R303.8 Required Heating: Every dwelling unit shall be = : 1 1 1 4 .j.\\: ,.'+ e ' : : provided with heating facilities capable of maintaining a minimum 1 .a - 4 room temperature of 68 F degrees at a point 3' above the floor and 2' • = ENTR �� I • • - n 4` . from exterior walls in all habitable rooms at the design temperature. _ iiii ilii 111111 H � ii 1 1 I I I BAT STORAGE 11 . ORSC M1503.4 Kitchen Exhaust Rates: Domestic kitchen cooking ' ili ' _ _ 7 _ appliances shall be equipped with a ducted range hood or down-draft u u 1 1 1 1 1 _ 11 1 1 1 1 rro- ___5_i II ii u „ 11 1, „ „ 1 1 � '��—�Y exhaUSt System. • • . � 4 =t- a u- / ♦ •••••1��••♦ ...� i�it.�_.�_�_�_�_... _♦��A\4k 12. ORSC M1504.1 Installation of a microwave oven over a cooking appliance: The installation of a listed and labled cookingappliance or Pp pp 6 microwave oven over a listed and labeled cooking appliance shall conform to the terms of the upper appliance's listing and labeled and • the manufacture's installation instructions. The microwave shall conform to UL923. • SCHEDULE OF HEATING AND COOLING EQUIPMENT 9 - 9 A. Daikin 2.5 ton multi-split Outdoor Condensing Unit- 4MXS32GVJU -c0 r ,p—ii ciw ,f I-1 P---f 'I B. Dakin 12,000 BTU indoor dishcarge head- FTXSI2LVJU ,�, =ATH / / / C' . JERRY J.EAI ' ' rit 14 / / LINEN/ C. Daikin 9,000 BTU indoor discharge head- FTXS09LVJU U i f ��e� il • � - � •i• D,OREGON ,�. ET I 0 / BATH II II 9114116 »oo f c JOOD BEDROOM #2 U 15 BEDROOM #1 i% OF C ' INEN W nanoocco 12 UTILITY / A A i 17 °coo oaoo Nig) Haan ,� 11 / r . . .�. p2oo ,� ■ 1 a 1 1 C oao Od 0 _�__ _ HALL I ed.a _-- _ i� IMI4 1` iii/ ______ / W.I.C. I 1 1 1 1 gl fAI - Ay ,1 I 1 1 1 • W.LC. I / = <0( 0 1 . _ ____ _,4 \ N 9 / \ .0...cAn — — — / 1 I 1 1 1 1 1� , 1 I 1 1 1 / --=, / 13 I I r 1 I p 1 1 1 1 I I , STORAGE )40, _ _ _ _ / I I I I 18 1 I I I I - - _ _'_ _ ■ I / ___—__ / I 1 I , 1 E 1 I 1 1 1 I I I 19 I I L I L I I L / _ ,��_`" n ♦x ♦ ♦ •t. )'• ♦�`♦x♦♦♦1,♦♦♦`1♦ /".'+' �C♦" ',X, r.��/---�/. _J ARCHITECTURE IN COLLABORATION WITH • VNIIii MARTINEZ DESIGN GROUP INC. Hall Pointe Townhomes • 8735 SW Spruce St. Tigard, OR 97233 Project Number M1512 l Date 9/13/2016 11 :43:09 PM Building C - Mechanical CN/111 . 0 Scale 114" = 1 '-0" F SWR ICE TUB LAV 1/2" 3/8" KS LAY 1/2" / LAV . " 4- / 3/4" 11�., 1111 _- -ri - WC 1/2" WC - 3/4" I I \ u / _ LII , I _ WC DINING ROOM 1/2" 1/2" 1 SWR " LAV - a I a e� xi LIVING ROOM I 3 '" r. `' TUB , r 3/4" - 2 I I I . . °` - {.AV `� 1/2" WH WM ' • o— 112" a.J. a G- I I I Cala.. _d i .m. - " KITCHEN �e- .' " .�." . 1 . - . a 4 <. a ._a ,V' KS LAV 3/4" = 1/2" 1/2" r I, r..l LAV .... _ / 3/4,: 1 I / III 11 II I� II I II II I 1 1 STORAGE 1/2" ' a / II 1 II II II 1 II II 1 1 1 I:TAT3 - 3/4'• .d / I I 7 WC 1" • .: a 1 1 1 8 . I / ' II II q tI II II I II I. I I r = - / 1 ✓ 11 II 1 {I 11 11 I II I I I -� 3/4" II II 1 fl II 11 1 11 ,, 1/2" 4 ► ♦ "WSW" ♦ fir,_ _ 1 I r fI ilt in .' 9 I... B..{ 3/4" - 112" • 1H z 0 1" N. WH LAV WATER MAIN SIZING ---_ m r p-i t-I 1-1 IP--ci LI BATH , 1 It WM/ r-I Typical Cold Water-Bldg C • 14 / 0LINEN HE .b-771"—. - / i IT T 4 - 1 /4" - 1 ' 0" B� ` BATH 1 1 Typical Water—Bldg 1 6 H DODO BEDROOM #2 °DODO1° �� 15 i BEDROOM #1D L2 1 1/2" / • 0000 CIOULI _ Ui0 12 INEN / 17 1 �� _ a_ VTR I �UTILITY 11 10 /• \ 0 0 �] r+,`(�4,,,,,,,„ n°on°°Oo' � ' ,,r Domo L„ tom` �}� HALL WC LAV ��'. BERRY�. R !•C -^T�_, 9 VTR --^---- N ALL UNIT'S WASTE SYSTEM VTR �o• ' s,o1G01'i — — — �� I>�ii� .o.�. sa ris 2„ — _ _ / I W.I.C. 1 i i II Si-AIR AY i 11 i i W.I.C. / �— - 2' i f,� 911416 Q _ _ = 113 1 I STORAGE --= IDENTICAL ISOMETRICoF o� I I I I I I I I I I I ^.^_^-'�— • / I — I I I 1 I I � I I I I - T - - - - 1 / 1 9 - I 2'' -0 1 1/2" -� / . I I I I I I. I 1 I I I I / / 19 - 1 L 1 -- - G XA''`A) (2& '2' 26n "N'n/A n .. ♦ • •` x x x x�' x x x x �,�-., 1 1 /2" /; /- Ir \ �. I I , 1 \ 3" I 1 WC lI 0„,_ e d_a. 1 1 1/2" I � I rjr, �� II � I r Cv 3" 44 WM 2 v"WC ' i 1 o( � > I 1 1 1/2„ 3" c, (E- 1 1/2" KS ,,,,---1.__... SWR ARCHITECTURE Table 6-8 2014 Oregon Plumbing Specialty Code PLUMBING / MECHANICAL NOTES [N COLLABORATION WITH Water Supply Fixture Units (WSFU) � � = 2" Fixture Private WFU count total per unit LA •`�c 2" . Bath or combo 4.0 1 =4 WSFU ‘�� /# I Clothes washer 4.0 1 =4 WSFU 1 . All material and workmanshipwill comply with the latest state of 2" 1�fs Jf Shower 1 head 2.0 1 =2 WSFU p y `1 Lavatory 1.0 4 =a WSFU Oregon plumbing and Mechanical Specialty code. `\�� Sink domestic 1.5 1 = 1.5 WSFU WC 1.28 GPF 2.5 3 =7.5 WSSU 2. These drawings are intended for sizingpurpose only. Offsets maybe TOTAL PER UNIT =23.0 WSFU g p p A Building has 5 units = 115.0 WFU per A Bid. necessary for structural conditions not shown. MARTINEZ DEIGN GROUP INC. B Building has 5 units I= 115.0 WFU per B Bid. C Building has 4 units = 92.0 WFU per C Bld. 3. All exteriorpenetrations bypipes, ducts or conduit shall be caulked. Total load on mainline foi322 WSFUs of calculations p p Total footage to furthest remote inlet Hall Pointe Inlet to B Bld.in 6 197' use 200' column 4. The clothes dryer exhaust shall be at least the dia. Of the appliance Minimum water meter size to handle outlet and shall terminate outside of the building. �rLO`�� Town h o m es 1 197 WSFU using the 200" column 1 1/2" 5. Contractor shall field verify all dimensions and conditions and invertsCO CO 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. s 3„ Project Number M 1512 4 Fixture Unit Table for Determining Water Pipe and Meter Sizes DOMESTIC SEWER TO MANHOLE Meter Bid Supply max length of pipe allowable WSFU 'actual WSFU Date 9/13/2016 11 :43: 11 PM 1"• 200' column 30 WFU 23 WFU PER UNIT 1 1/2" 1 '/z" 200' column 151 WFU 115 WSFU per A BLDG'S 1 '/z" 1 Ys" 200' column 151 WSFU 115 WSFU per B BLDGa - 1 '/z" 1 '/2" 200' column 151 WSFU 92 WSFU per C BLDGS I n`' 11/Y" 2" 200' column 335 WSFU 322 WSFU A, B, &C BLDGs Plumbing 1 '/z" 1 1/4" 200' column 74 WSFU 69 WSFU portions of mainline 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 c _ pi 0 Isometric-Bldg ■ 11§1 Scale As indicated 3�8" = 1 1-O"" . .. .'' T iREEWSTUD i RNERS __.__. . .._. GRACE ','' -' EXTERIOR WALL VYCOR PLUS ..'.� � � � I SUL ITttU THREE-STUD CORNER �Cf7 1�f t T NAL CORNER R702.3.8 Water-resistant Gypsum BackingBoard NI102.4 Air leakage (CALIFORNIA CORNER) • -'� isolated cavity -___ WOOD BUCK { utyid corner (dill-Awl.' to irc5lu1J , e`' 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 n p NAILING FLANGE © file or other required nonabsorbent finish material shall conform to ASTM C 1396, shall be durably sealed to limit infiltration. The sealing methods Villekl 4; . (SET IN SEALANT EXCEPT �,- �, C1178orC1278. Useofwater-resistantgypsumbackingboardshallbepermitted between dissimilar materials shall allow for differential expansion and } ✓; : ALONG SILL FLANGE} t`r ` € p' l - t� SILL PLATE on ceilings where framing spacing does not exceed 12 inches (305 mm) on contraction. The following shall be caulked, gasketed, -' - 1� (SEE VCRDET-106 FOR OPTIONS) . � . _ . - center for V 2 -Inch-thick (12J mm) or 16 Inches (406 mm) for 5/ s -mch- thick (16 weatherstrfpped or otheise sealed with an air barrier material, mm) gypsum board. Water-resistant gypsum board shall not be installed over a suitable film or solid material. I 41 ,- ' t GRACE �k O Class I or II vapor retarder in a shower or tub compartment. Cut or exposed h. ' ti... • 0 `-' a ! VYCOR PLUS edges, including those at wall inter-sections, shall be sealed as recommended by 1 . All joints, seams and penetrations. f the manufacturer. INSULATED THREE-STUD CORNER ALTERNATE INSULATED THREE-STUD 2. Site-built windows, doors and skylights. (INSIDE CORNER) CORNER (WITH DRYWALL CLIPS) \ a GRACE VYCORNE YRR OR R702.3.8.1 Limitations. FA _ T CORNER PATCH RECOMMENDED 3. Openings between window and door assemblies and their (SEE VCRDET 507 QR VCRDET 504 FOR QPTIQNS} '� �x Water resistant gypsum backing board shall not be used where there will be respective jambs and framing. F w---- r I }' b direct exposure to water, or in areas subject to continuous high humidity. 11tside C�QKrt##C '� � ` j o �� 1r �Iw I - - 4. Utility penetrations. `' ` R702.4.2 Fiber cement, fiber mat reinforced cement, glass mat gypsum backers ",,,,,."',"" l" `" .-"" MECHANICALLY FASTENAS a ,? Drywall clip is hold ---/ .'y\ NOTES. and fiber-reinforced gypsum backers. Fiber-cement, fiber-mat reinforced 5. Dropped ceilings or chases adjacent to the thermal envelope. NECESSARY IN CORNERS A- VISIT GRACECONSTRUCTION.C°M FOR THE MOST CURRENT DETAILS. VIDEO AND PRODUCT DATA SHEETS .: diywnll iry Ziac ____>-- cement, glass mat gypsum backers or fiber-reinforced gypsum backers in = THROUGH GRACE B. REMOVE RIPCORD®FROM GRACE VVCOR PLUS FOR EASE OF INSTALLATION A. its_ Drywar iIlk VYCOR PLUS C. F APPLICABLE,LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTNE BARRIER , ,,kk Compliance with ASTMC 1288, C 1325, C 1 178 orC 1278, respectively, and 6. Knee walls. -- - --'- ~__ 0. FOR CONCRETE.MASONRY ORWHERE ADHESION ISMARGINAL.USE PERM-A-6ARR3ER®WB PRIMER TO PROMOTE VYCOR ADHESION installed in accordance with manufacturers' recommendations shall be used as Detail E. CHECK LOCAL BUILDING CODES FOR V.EATHERRESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS LITH WEATHER RESISTNEBARRIER 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. WATER-SHEDDINGTO FORM LAPS F. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCK °- DETAIL ALSO RELEVANT FOR GRACEWCORWOANDWCORBUTEL 8. Behind tubs and showers on exterior walls. IN r ,2 ) NTS 1 window FlashingDetail 9. Common walls between dwelling units. NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL SIZING AND FRAMING 10. Attic access openings. (3) NTS 11 . Rim joists junction. po,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. OVERFRAMING, SEE STRUCTURAL 1—MMIII1 IIIIIIII 1Y I , IIIIIIt)I P1 1 +�+�+WA++moi CUT OPENING IN ROOF =�� -reamm&f��i °i1��•�_ �' ��yDECK FOR VENTILATION CUT OPENING IN ROOF DECK ,�,�►��+� 1- -ova ntw`I "` '�' ,� --FOR VENTILATION 1!/�e Grill kr �� `/lar �� I��' �j �. ► 44I 4 ,� ,4-- NI VENT .alligiliMil ROOF VENTING 11111 �,.�� -1-01..a.�-�' �� , 1/ 1 I� -��1i� ` I r1.2...�' — — — )♦��,�� ♦♦♦♦��♦��♦�♦�♦�♦�� , ��/♦♦t� — — — _ `��I BEARING HT. 4,0 - 0 HARDI SOFFIT BOARD e -� �I 19' - 0" }• � �, UTILITY 2 LAYERS 5/8" WII �/ ' JERRY EAI�R ,� R-21 INSULATION ! 0 0 BATHROOM C . 0 GYP BOARD cr _�IIHEADER PER STRUCTURAL ( 'Rooms , . . • SEE 5/G5.1 FOR HANDRAIL DETAIL pI0 , 1 III ftif,�, 9/14/16• .0)�� pFO • 0 4" MAX u 14 BEDROOM BEDROOM RAILING o • . .I. -" L o _ ,_ PLANTER _ ed_`° SEE SCHEDULE FOR FLOOR FINISH I o SEE STRUCTURAL FOR I'-_ RAILING D 0 FRAMING ►.I a 0 �J a o o � , �! , _ Iii*— re, �� 10' - 0" ♦.FRAMING, SEE STRUCTURAL ► 1111. .11� �r�j��-. - I ILIPAI P.� Tirayd1 FRAMING PER STRUCTURAL Nr I: it Ilr ARCHITECTURE 1 I cr. 1 I;., JI WRAP SOFFIT BOARD ""'� `� SOFFIT BUILD OUT SOFFIT BUILD OUTI AND TRIM BOARD IN COLLABORATION WITH 6x6 COLUMN 2 ,I :A, ' O WITH 1/2 GYP BOARD KITCHEN •�l /,�• EXTERIOR LIGHT, SEE ELECTRICAL I _ I I DINING ROOM SOFFIT BOARD AND 2x NAILERS � I I \N/t/ —I E1 . 2x FRAMING 2x6 WOOD FRAME WALL WITH R-21 INSULATION SLIDING GLASS DOOR 5 � I FRAMED ARCH LIVING ROOM 0 SEE SCHEDULE FOR 0 0 o �/IARTINLZ DEIGN GROUP INC. WOOD DECK Al BUILDING A, ° 0 I I ® ° © FLOOR FINISH CONCRETE SLABS AT BUILDINGS B + iii i�� ' SLOPE GRADE AWAY C. SEE STRUCTURAL FOR DETAILS I '_- LANDSCAPE AREA Hall Pointe I VENTING AS REQUIRED, BUILDING A II Townhomes - 11111■ 111111i� J� !4'1 FIRST FLOOR 8735 SW Spruce St. Tigard, OR 97233 FOOTING, SEE STRUCTURAL �.�-_-- � l,�I,_:►= ��_ — _ .� ��:.� _�:.�_��.. �. r -.. - . - --.---- t NOTE: REFER TO STRUCTURAL DRAWINGS FOR ALL SIZING AND FRAMING NO OPENINGS ALLOWED ASPHALT ROOFING OVER 7/16" DECKING ---> EDGE ,--- UNPROTECTED AND J m MEMBRAONFNG k NAILING ROOF SHEATHING I_�_�_ L JI ILr- -;I_IL ,r-- ____ . FURRED 2x J��--J - ASPHALT ROOFING OVER ( STUDS 'ir EXTEND 2-HOUR WALL1L Ji " IL 1 I " 'r 24" o.c. MAX. TO ROOF DECK 7/16" ROOF DECKING �� ASPHALT ROOFING FASCIA AND DRIP EDGE I `� " ROOF TRUSS L I`II JL }l , (i T. Y il II ��_l , OPTION B � y��■ 2x6+2x4 FASCIA WITH �� _ 4" DRIP EDGE ��; - NON-BEARING GABLE TRUSSES 24" O.C., SEE STRUCTURAL VENT ►�i��A � � I■ .a z .. END TRUSS FOR ROOF FRAMING R-49 ROOF INSULATION Lr 7 'V V i ■ BEARING HT. ,,� . I I 19' - 0" - FlRI�BLC)Cit r --` 111 �... 5/8" ROOF FRAMING, SEE 4- o,TRUCTURAL 2 LAYERS OF 5/8"TYPE j� TYPE LAYERS OF il'•II" CEILING AND �_ '_�"' GYP. M.D.f3D CEDAR SHAKE, SEE ELEVATIONS 'X' GYP BOARD ON -�- FLOOR LEVEL �'`"'� CONTINUOUS CEILING THROUGH OUT LLA �' 4 ► TRIPLE RIM R-49 INSULATION R-49 INSULATION Pri“ * m STC NOT LESS THAN , ' JOIST AT 2ND FLOOR -': Mil 45r_ �8"TRIMI! BEARING HT. SC.TI3rI..(70R - •�-�� ``. r - - FLOOR FRAMING IM 19' - 0" I T PARLLEL _ BEARING HT. 7, II ( D To 19 - 0" PLYWOOD SHEATHING ; TYPICAL HEADER, TO PROPERTY 2 LAYERS OF 5/8"TYPE RUN CONTINUOUS �' `x� 1_71 �. �. 1: . SEE STRUCTURAL OVER PROPERTY LINT; . . ► =r LINE FIRES ALL H E — 'X' GYP BOARD ON _ 2 LAYERS OF 5/8"TYPE HEADER, SEE STRUCTURAL l CEILING THROUGH OUT CO r_ ; ,'. � 'X' GYP BOARD ON � AT 2ND FLOOR (2) LAYERS OF 5/8" ''' ' CEILING THROUGH OUT WINDOW ■� WINDOW TYPE "1" GYP. 13RD. f .� .w AT 2ND FLOOR II . . © LEI PLANTER BEYOND ,111 " . ;: I" AIR SPACE CLEAR .: ti 2x8 JOISTS WITH PLYWOOD f •. •� _ BETWEEN WALLS. g� DECKING AND ASPHALT ROOFING I3LC)CK ? ID'-D" a.c. WINDOW TRIM , 1/2" GYP BOARD Ii_ I IOItiz. AND VERT. ,►�� 2x6 WOODII�I -�I GUTTER OVER FASCIA BOARD ,,_ :- .. SIDING - 1/2" GYP BOARD FRAME WALL �Ali FIGURE R302.2(d) %% I. . � �`� "MODIFIED"2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE �� i� R-21 INSULATION �� -�- , �. ' - .��-i I - SECOND FLOOR dilk .� .� +�►�r..�r 10' - 0" I ! I•! . ': FLOOR FRAMING, SOFFIT BOARD, TYP. I: SEE STRUCTURALIII � I►� — HEADER, SEE INSULATION `EIRRIttr,„,J STRUCTURAL : i-. 1) ilk0A, SECOND FLOOR HEADER, SEE �NMg! , -a STRUCTURAL LIGHT FIXTURE :. ► SECOND FLOOR III, 10' - 0” I I I � �� ' - � 8"TRIM i 10 - 0 1 .� I,,.! 2x4 SOFFIT WITH TRIM8C-71.6%4'41.(111,11E1 'IERRY�' •I �— FLOOR FRAMING, SEE _� WITH 5/8" TYPE 'X' GYP I • �- STRUCTURAL JOIST-SEE STRUCTURAL I� DOOR ' • • ' BOARD - : :'s :: � �• � i OREGON Z : 913 411 fi •= . i TRIM OF 0 MI1•' DI STAIRS, SEE SHEET G4.1 ' C :' 4" CONCRETE STEP I . : : TO ENTRY •� El P 3.5" SOUND INSULATION l�j THRESHOLD -- SIDING ► . I�1 �� I�, TILE FLOORING WATER PROOF e d.a PLYWOOD SHEATHING ',� "' 1/2" GYP BOARD 1 OUTLET A‘ ' : .A PLYWOOD SUB FLOOR, �� 1,1 STONE BASESEE STRUCTURAL 3'- � � 40>>„2-HOUR PARTY WALL, (2) R-21 INSULATION MIN.2x4 STUD FRAME WALLS - I - FIRST FLOOR s WITH 2 LAYERS 5/8” TYPE I:: FLOOR FRAMING, SEE 1 0 0 :: :: �!� Ai. ARCHITECTURE 'X' GYP BOARD AT UNIT �': STRUCTURAL `1 , CONCRETE ENTRY/SIDEWALK, ► ► • SIDE AND 1" AIRSPACE SIDING I: : I� "�`� . . 1 SEE CIVIL FOR GRADE AND IN COLLABORATION WITH 1 : BETWEEN I� 2x6 STUD FRAME WALL AT 16" O.C. R-30 INSULATION I 111 I STEPS, SEE STRUCTURAL 1• � VAPOR BARRIER: ' Mal 1 1 11 tl-11 a a, 3/8"x3" LAG BOLT TO •x; f�, � STRUCTURE, TYPICAL �� lJ,i� 1" AIRSPACE .,,/.-* � _ _ Ilii FIRST FLOOR FOOTING, SEE _ ,�`f !� FIRST FLOORillik1.1-Wir I0 - 0 STRUCTURAL -111-111-111— — FOOTING BEYOND, SEE 3/4" METAL BALUSTERS '14 -� • - 0' 0" IR-30 INSULATION1a,` SLOPE GRADE AWAY _ Fl 1 Fl 1 TRUCTURAL SEE STRUCTURAL �`'+ Q /i, R-30 INSULATION FROM BUILDING ' _ 1 .5" METAL TOP RAIL MARTINEZ _DESIGN GROUP INC. FOR DECKING AND = - -_ -Eo I EXPANSION JOINT a" SPACING FRAMING : - VAPOR BARRIER ,so a —I I Z \ 1 // 4" - SEE STRUCTURAL FOR SEE STRUCTURAL FOR pm -. ""•- 1 _ J � Section Hall Pointe FOOTINGS FOOTING DETAIL _ a I4I- I iLI 1 —1 11 VAPOR BARRIER Entry Townhomes F- --1 8735 SW Spruce St. Tigard, OR 97233 1 /2" = 1 '_o" Project Number M1512 0 Section - Partv Wall �� Date 9/13/2016 11 :43: 14 PM rr��rr =' r rr 1 .5" METAL BOTTOM RAIL Typical Wall Sections 1 /L 1 -O 2" METAL BALUSTER Wall Section Handrail Detail . 4Exterior 4 , 0 1 /2" = 1 '_Orr 12 /2" = 1 '_Orr ti Scale 1 /2" = 1 '-0" • f , 15 Treads at 10 1/2" Ik 1 \\ / / 1 1 l • • 1 1 • .,.,..,,.4,. ., . ,.,..—". ..,��>..,'w,,.. .. ,,,.f'- '--,...f 1SECOND FLOOR Alk �. , - }-moi•. •.�--F(.,•FJ•-.•�i4.IT ,.fI.AZFlffefFFf-F�F7�S•�t.r fFHfFF 1 11 ' 1 R302.7 Under-stair protection SEE STRUCTURAL FOR FLOOR FRAMING '7-- I Enclosed accessible space under stairs shall have walls, under-stair surface and any soffits — protected on the enclosed side with 1/2 inch (12 .7 mm) gypsum board. mi L R303.6 Stairway illumination CL7 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- ,-77 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) ' CABINETL measured 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 --------------t__ light source . 7located in the immediate vicinity of the bottom landing of the stairway. EN 21, PANEL, SEE ELECTRICAL_ PLAN 7 '� — Exception: An artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over each stairway section. Lit- 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. . L- ,7 . • N CABINET Exception: Lights that are continuously illuminated or automatically controlled. 7 . R311.7 Stairways L © _ R31 1.7.1 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 Zfre , 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 / l/2" GYP BOARD ' \ where a handrail is installed on one side and 27 inches where handrails are provided on both sides. ' �'' LL I R31 1 .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. I ,L --------- — FIRST FLOOR n � 0' - 0" V R31 1 .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). 3/4" - 1 '-0" R31 1 .7.4.2 Tread depth. The minimum tread depth shall be 10 inches (254 mm). The tread depth . shall be measured horizontally between the vertical planes of the foremost projection of adjacent I I treads and at a right angle to the tread's leading edge. 0.9 BUILT -IN CABINET — �``[,' • FRAMED ARCHWAY 1-� I � The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 ��' I I � ARCH — inch between two stories, including the nosing at the level of floors and landings. Beveling of e.,,.'• • JERRYJ.EAK(ER CS 1 nosings shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped under the tread I f L tAlpi-a � above from the underside of the nosing above at an angle not more than 30 degrees (0.51 rad) . , r • I I I 4' g' from the vertical. Open risers are permitted, provided that the opening between treads does not �A�' • D'OREGOH BUILT -IN CABINET I HANDRAIL CLOSET UNDER — CLEAR permit the passage of a 4-inch diameter (102 mm) sphere. �Y 9/14/16 .03 3'-0" 9112" / / / I STAIRS OF CLEAR Exceptions: © 1 . A nosing is not required where the tread depth is a minimum of 11 inches. , T - 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches or less. I _ _ _ , . , , e chi a / 3' 9 112" / ; ; 1 , , I'l 7 -i I I ; R31 1 .7.7 Handrails. Handrails shall be provided on at least one side of each continuous run of I ! , I II treads or flight with four or more risers. I II i II I I I , 1 , ! I I I II R31 1 .7.7.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread I ' I I " nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more • b Q —16R 0'-7 112'. ° I I @ I i, „ ,r y 1 a I , , , , , than 38 inches. 44..s I ' 1 I , G-4.1 I i I i ii � � • � � t ; I II R311 .7.7.2 Continuity Handrails for stairways shall be continuous for the full length of the flight, from I I � a point directly above the top riser of the flight to a point directly above the lowest riser of the ARCHITECTURE 1 - + a+ + + +� +� ---- I flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails i i ' i ' i , 1 �+ +� +� +� +� �� - _�' �� H 1 adjacent to a wall shall have a space of not less than 1 1/ 2 inch (38 mm) between the wall and IN COLLABORATION WITH \ . • . �. the PARTY WALL handrails. \\iN4// R311 .7.7.3 Grip-size. All required handrails shall be of one of the following types or provide N4/1 ' Plan equivalent graspability. 1 o /2' 1 . TypeI. Handrails it rsectionshall havediameter ofat least 1-1/ MARTINEZ DESIGN GROUP !NC. \ with a circular cross an outside d ame er o a eas 4 3 OSra _ -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 1 perimeter dimension of at least 4 inches (102 mm) and not greater than 6-1 /4 inches (160 mm) • FLOORING � 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 homes 8735 SW Spruce St. Tigard, OR 97233 STRINGER finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 P 9 TREAD �`� \ inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at Project Number 1/2" GYP BD. least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required M 1512 101/2" /k 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 FLOORmm) below the tallest portion of the profile. The minimum width of the handrail above the recess Date 9/13/2016 11 :43.15 THRUST BLOCK -.�� >1 FIRST FLOOR shall be 1-1/4 inches (32 mm) to a maximum of 2-3/4 inches (70 mm). Edges shall have a —01 _ 011 minimum radius of 0.01 inch (0.25 mm). Typical Stair Sections OStair G -4 . 1 sectimon - Detall 1 1 /2rr _ 11_0" Scale As indicated e • 11' 3 \ c� Wizx /WATER RESISTANT GYP ;1 , A 3 �` �� 4� i : : _ .. ` \ • BOARD AND GLOSS PAINT IN SHOWER AREA / n n R 1 SHOWER CURTAIN + ROD1 �� 1 6°- HCI)-(> 2' -51/2" \ SHOWER HEAD , "`- Y A LINEN CLOSET DOOR MIRROR - UPPER CABINETS ' 3 - TILE OR SHOWER INSERT e 0 0 STOVE 410 4 0-- 60 o HARDWARE BY CONTRACTOR —f-e LOW WALL 1 Nt + 0 d LAVATORIES n,n KITCHEN r G AND CABINETS { 1 I 4 I DW / 114' BATHTUB `;' I � TOILET b • TILE FLOORING "' ISLAND L \ ® TILE FLOORING I - - ► N 1. \ 3'-3 1/2" J /2" IX X 2' - 10" I 3'-2" � 2'- 10 1/2'' AI ir Elevation r Elevation 2 . Enlarged Kitchen Plan __ 1 2" = 1 '-0" -_ 1 2" = 1 '-0" 0 1 /2" _ 1 '-0„ / • / FRAMED ARCHWAY 1 / / `\ r UPPER CABINETS i }H 14f 111-I } I 7 ,1 • SHOWER CURTAIN + ROD — GENERAL NOTE -DIMENSIONS ARE FROM FINISH TO FINISH UNLESS f II II MIRROR/CABINET 5 NOTED OTHERWISE i 0 DOOR TO LINEN CLOSET �, �� o REFER TO SHOP DRAWINGS FOR KITCHEN LAYOUT MICROWAVE 1 - 1 �r z [ I - I TILE OR SHOWER INSERT N — p Z — _-- . bs 0 0 0 r VANITY LAVATORY , �,� REFRIGERATOR � � � ® �\ -� � � � ( 44,TOILET * 3:;D '4.' ® I 1 L__// -� BATHTUB � 1i � °C".5!41'-'?4,. , JERRY J. STOVE/OVEN �� • TILE FLOORING I �.jcilLEA:TEGR°t;LOW WALL ! — �•�• �,FLOORING - 9/14/ \ Elevation of eW 3 Kitchen Elevation 17k-) 1 /2" = 1 '-0„ 1 /2" = 1 -0. _ WATER RESISTANT GYP BD. 1 /2" _ 1 '-0" 2' 8" 5' 4" --- C 7' 11" 4 t.'- eda 1‘, : �' _ - - cr§� �s / 'S:v��•�aA'.vt. t`J,':.,'f.,,r,.,.z; a�3.�",s^-r.;,{ y • - .,, VENT AND SOFFIT � } ,4 , —1/ \� .: C�� 4 • r' / / I / �r o - BATH BATHTUB I / 14 UPPER CABINETSo / / 1, 9 ARCHITECTURE N ,/ LINEN / If BATHTUB 8 IN COLLABORATION WITH FRAMED ARCHWAY /- - - - - -/ I/ \ 1/ n r TOILET XN 4// 1 I2'-6' v 1'-6' 1'-6" 2'-01/2' 5 LOW WALL /,' / ‘ ' J' 1 I 411) / I LAVATORY AND ��' r = o 1 BATH r►� roc , VANITY0 z 1 1 15 / b. _ VIARTINLZ DLSICN GROUP INC, 0 0 I I / 4' 6" 6 / f L MIRROR/DOOR TO SINK _ LAVATORIES AND I // \ ._ a LINEN r F1 r n CABINET \ T �\ V l WH - _ - - - LINEN CABINET Hall Pointe = I I E2.= N r UTILITY W + p LINEN COORDINATE OPENING LOW WALL I 11 w o 1 FOR FIT Townhomes N ° ° 1 8735 SW Spruce St. Tigard, OR 97233 DISHWASHER - TOILET [ I 4x2 SEPARATION WALL / - N_ m T Project Number M1512 ,EF .,, �- I 1' -41/2" 1' -41/2" Date 9/13/2016 11 :43:16 PM 2cEnlarged Plans Elevation / T -71/2" 4 5' 0.. / / 1 /2" = 1 '-0„ r mPlannar o . 2 2 1 /2" 1 '-0� Scale 1/2" = 1 '-0" • 5 G-4.3 1 k. BEARING • ■ 6A WOOD POST, PAINT -' I 16'-9" ° • ' - ' .4 / C C / 2' -0" 11' -9'I 3' -011 • ° ' •b / / / 4- a s -a+• ~ L I V I I -• - r 1 1- 1 11 Ill / — 11 III LL4 1 I — III I ! 1Jr 1_111_11_I WHEEL STOPS -y' I � NIII III III 1 I I II III I III I I r III III III ! I I III I I-III= I I d I-- _ • •-1 ,.. ,,,_ ,. . ,1 _ Carport :. I 4 • I - 6x12 WOOD BEAM a L.,1 , LU 1 1 S - - 6_ a. , I I - 4 - ' -• 7 7� _ - 11 I I1 r------------------.—..--•------ ----- 1 - - - - - - -- \\\ • l4 � °e° I I -• a° ° . 1 \_ I I 1 A-10 • • d - �- -- - A-10 4 1 1 _ _ _ di- •- 4 T - 1 d•` 6 _ • I I :- — _ - ASPHALT SHINGLE ROOFING % I H 6x6 POST ° $ a• I { I — — --- --- ---- - -- _=- -� —.._=. ' -�� " - mss—..—...�� _ 7. I I I� -- ROOF OUTLINE- - . : • _ ' - - - \ - i------------------------•-----_.r....�-----� - rI I t - -`�- - CONTINUOUS GUTTER I 1 —)•- - - -- — — — -- -- -- ----. .. .. .4..... ...... 4 - •, < _ w —y 6x6 WOOD POST, PAINT <. -_ ' dr------------------------------------ ------I PARKING STRIPE' -: "4- "- ` r - d •• _ • I 1 c- 1 Lu_ n, r• : ^ - I CVI nr • _ —, '_.1 -,11- J _ I ` I • w. "•w I ._— @) - - - -. I-'r - I a-.� :°' -$ - 4/ :- ° L- ------------- - - - ---j- --H d 1 --—I --------------------oo •-----•------------ - II '°. :4�-e;g__a ��`a �°<d -— IVIII IIIIl III Ill III I I 1 I I III I I I I I I rr I III 1 I_i 11 H f I II II ii I I 1 } CV I I LU w 1 X - 4G-4.3 - III • I- 11, 11 H 1_1 ll " ' ' - i- �P I I I I I 1 I I II I II I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I _ -. • - - NOTE: , , . w, 1 t— 4 Carport Elevation 3 SEE STRUCTURAL DRAWINGS FOR 1 FRAMING AND FOOTING DETAILS M . 4.7. , 1.,EAKOREGON d da I --�---- 1 Qa°. - - - - 9/14/16 Oil) JPo z I I - - -- 1 — �'(� • 'a - ,--......._-__..----------------.------------------1------� _ I4I 1 — I_oil V OF ' L - " I I • "•; , -- ASPHALT SHINGLE ROOFING ° - 1 1ASHALT - SHINGLE - 2x BLOCKING -n • L ROOF 7/16 OSB DECKING •`" i I i a r - 2x8 WOOD JOIST AT 24"OC I • Z -- 2x8 WOOD JOIST AT �' I I -I --, 24"O.C. ilij..1----I-------- •--------- a °d ... r` ASPHALT SHINGLE ROOFINGgir ' " _J e d a lir I I _------------- .•4 I ,.4 - _ _ - _�_ rte- - - r��- - - _ L- GUTTER Ti t OA 4 <i), )4>) 1/2" NW .e'••a. • 1 : . ° - --1^L _ _ 11... HARD! d 1 I _ SOFFIT BOARD 1110 - ' Z - - SOFFIT • -J . 1-----1-------------.---...._..--..—...--.7.----r - _ - L - } 6x12 WOOD BEAM ARCHITECTURE a_ I I L • 4;-, .' 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I I I -I I I -I I I--.I I I I I I I i I I I I I I I I I I Ca!POrt Se 5 3I81I _ 1I-OrI G .4 . 3 Scale As indicated r 0 ■ SIGN AREA = 70 SQ INCHES MIN. / 20'-0" / 0 CLEAR I)\ ACCESSIBLE PARKING SIGN F y INTERNATIONAL SYMBOL / io __ OF ACCESSIBILITY SLOPED RAMP, SEE DETAIL — — PARKING ACCESS AISLE - . ONLY* 3" HIGH LETTERING MINIMUM, TYP. 0 >-� J9 CMU BLOCK WALL VAN ' "VAN ACCESSIBLE" SIGN ACCESSIBLE PARKING SPACE ACCESSIBLE WHERE APPLIES @ VAN SPACE ■ SIGN AT EACH ACCESSIBLE PARKING STALL CURB zo TY y - VamoRS A RE SUBJECT TO FINE AND foRTowING FERb6-7-asz4c TRASH CONTAINERS NMSA 1976 — U \ 0 80" MIN. IF ADJACENT TO I, ACCESSIBLE ROUTE, OTHERWISE 60" / PAINTED DESIGNATIONs'l�► ~"/ 6 G-5.0 PAINTED STRIPING /A_--- \ • 10' -0„ 8'-O„ /IL zrWIIHLAICH 2 AccessibleT . /. . l . 1 /4rr _ 1 r_oir Trash 2 3/8" DIAMETER POST O'*- SOLAR LIGHT 4 3/8" = 1 r_Orr 30 1/2'' 18" C� I, - -- i t -- _I l h $ ❑ e ❑ . 1 ® ❑ e ❑ 12" ® ❑ ® ❑ N-1 4 - ... ® ❑ e ❑ o1 x op SIDEWALK ® ❑ a e : ° o 1 x \ I \ 1 .i*°_,A 4S ® CI ® ❑ 47 3/8" 14 1 2" x -. . JERRY J.MR I .a ° CI itt7a " • CONCRETE POST FOOTING ® ❑ J ® El d 62" 61 1/2" f •po / ' ' D,OREGO t . ^a 57 5/8" ® ElI x '///�^9/14/16 • PEDESTAL x . i 03 d O O ❑ 45" a°a v b d r O O 0 0m 0 1[ :4 ' 0O ___:X — 8"CMU - . .°. 0° . " .. - 0 4" 12" / d_a, 8 � •, _ „ 16 1/8n —0 -0-. 14" , T •, ; - #4 REBAR AT 24"O.C. +, 4 . 4+ v n Accessible Parking-Signage , , , _....,E. l 12" —PI"— DUMPSTER —PI- °a> ' = ARCHITECTURE 1 1 /2" = 1 '4Y ELEVATION ELEVATION BASEPLATE PLAN - ,' IN COLLABORATION WITH • 3'`6" �— MAILBOX ENCLOSURE6" •�� ,�� WITH WIRE I MESH 8"x8"xl/8"THK MAILBOX PEDESTAL -. ,;ice -. x MARTINEZ DESIGN GROUP INC. SEALANT ,d. SLOPE 1:10 MAX 8" CONCRETE MAILBOX PAD 1/2" MAILBOX BASEPLATE, SHIM PLUMB AND LEVEL WITH HORSESHOE SHIMS — ll,—x — Hall Pointe (4) ANCHOR BOLTS, SECURITY NUTS AND WASHERS — —4 4 318" RADIUS TOOLED EDGE �` — Town homes Al EXPANSION JOINT #5 BARS AT 14" O.C. E.W. _ ?'' - :d,:, ° . 8735 SW Spruce St. Tigard, OR 97233 YP. 4" CONCRETE WALK • • 1----- . Project Number M1512 ASSEMBLY � � � � � � � I � � �. . SLOPE ' 1:12 MAX ---------- : . . < . - , • . ---- -- 2#4 REBAR— 9/13/2016 11 :43: 19 PM = °b- = Pd. ,•-•- :;fid I II i I Date -�- -III—Il— 1 3 1/2" Site Details :°-: . : ; -= ' t' --- - .—‘ :-:: d a --Tr. + - ,4-, - - - - / IN 4 as °d . • - — 4' o11711— 1 - - --� UNDISTURBED OR .-- -- / I /-- COMPACTED SUBGRADE : A A i IIII III I IIIIII—I I I—1 I —I I I1 I II — I = Trash 4§1 Haling Detail Mailbox -1r, - 1 1_0"1 /2" = 1 '_�" Scale As indicated 1 " = l'-O" 16 1 RUN PLYWD @ S4 CONT TO PROVIDE BLKG AT —.� OUTSIDE WALL © FLOOR SHEATHING 1 ® '� 0 5 I AT HATCHED AREA \ \4\�,2A ¶r1: ' '� L_ j J ' ' �, `—i__ 1 L ! 1 L J i I�4� , �� I — 13/4 x 11 1/8 (1.55E)LSL IIIi ill54A \� 4 ,- © I f 3A UNDER WALL i „ 4 x S I-IDR IJ I _ I I 1 149 6 x�o POST W/SIMPSON €0 ' 541 f I I �~ASA POST BASE- • — 9 1 I ' � TYP I I SEE(141s3 ) u 1 S \�,1 4131 G-\ 1 i 2 ® I 6 S4 © 3 I!2 x11 1/8 (2.2E)PSL S4v 62 -——J 1 '� -�'=ii hill ��\ CANTILEVER JOISTS 6 16"o/c 1 1 I , r © 5 ® UNDER JOISTSL r_J I I r__J � 11 2 Q 54.1I RUN EXTERIOR PLYWD. SET JOISTS UNDER WALL 6 �� I SUPPORT BOTH BEAMS POP OUT(TYPICAL) 9 ! 1 , I © s O ,\I ' iif � GOVT.ACROSS PARTY 4I ' I D I © _ �� WALL SEPERATION ON POST IN WALL 51 SEE (lalS4.1)OR(19/54.1�� iii: 6-1--1 -i L_ i J ____ TYPICAL AT jI� (TYPICAL) 31/2 x 111/8 (1. E)LSL ' 10 TSWALLLINE - TYP�® NAILING UNDER WALL �1 Iq1IVT L G _i 2 - I O • ! v AT ALL W LS-TYPICALQ I�iii II ID : ® p 4 QSHEAR WALL O I I 01 OIVP EL �� i i PANEL- II -.I-- --`'--� , Mr nr TV I `co , , ❑ I a. � �SEE 4 G I j �2 I , 9 � © AT END ' � 'r 1 I © 21 O �, S OF$FANS\ F F �:1 © © 54.1 1I �. �L 1r- 6 I r__i I` 1 1 M =M1C l�.i��+ ■r I , 1 ® I — O .�I�I , ---1® I I D I I 10 ti I © 0 6 SET END OF SEAM E P*71 ®r © SET END OF SEAM ON - �� I — ON TOP OF SEAM r 1 '�TTT TT-"? T""'-" ___ 53 \ �- wr UNDER JOISTS I d\ . 4111,1\� TOP F WALL- • EDB ll J __ _ - �*d .... _ VI STUD n L L.CL LL.-,-LL I --- ' I m � _ —_ . - ► �� 0./""-- G 1 � � I © , ��r, � RIPPED4 x AT EDGE- �� UNDE BEAME1 © DI 0 lU— .� I 4 I I I 1 /i. O SEE ARGH'L I■ 1 0 I � 1 II_ 4x6 048' � i G I j I i - I \IN 4x8HDR J © I� © I i I STAIRSr.. SEE MI 2 x SPACED DECKING 31/2 x 11 `1/8 (2.2E)PSL ,., r U I 2 SEE ARGH'L. TYPICAL AT AND 12!54.1 THIS WALL LINE 1I OVER 2 x 6 JOISTS UNDER JOISTS 4i i,�, ■ I �z1116 o/c1 , RUN EXTERIOR PLWD. OSI,D ® • I GOVT.ACROSS PARTYr- - I_---- - - - --- --_- --..-- _.J ____ WAEESEPERATION �'_ I ■■ 5 O i 1 -- I - ---- '� L___ _. -.-__:, - — - ----_�, 7,_ - • -t ..._ AT STORAGE ROOM r I X T " OM ■'■,■■ _ . (TYPICAL) 111- 77 —I ��-RUN EXTERIOR PLYWD. USE TYPE III NAILING I I C I I 2 D 1 CONT.ACROSS PARTY AT ALL WALLS-TYPICAL O E ,� © i ' 151111LIL 9 I1 ' ® WA SEP RATION © © O ®VITY _Ill I LL E I I .. " (TYPICAL) I I G I STAIRS- xSPAG GIN I� BKE INC. I © TYP © ijII1 2ED DE K G� iJ SEEARGHL. ; �� 31/2 x 111/S (1.55E)LSL I L AND 12/54.1 L �� ' STRUCTURAL L 1 - r__1I UNDER WALL ENGINEERS 1 1 1 ,'F� 10 O 1 • I 6MI 2700 SE ST.STE B MIL2700 AUKIESE HARRISONHA OR,ON 22S �' ; I i 53 / 503-607-0481, FAX 503-607-0486 LJ1 --I -- TYPICAL THIS TYPICAL THIS ,q PLYWD. ® 0 LEVEL U.N.O. (1:_,DLEVEL U.N.O. 0 10 3 54 54. 54. 6 Mr 0 p PRpF 51/4x11T/8(2.2E)PSL 1/4"=1'-0" g� ali RIM ACROSS STAIR OPENING J ,/'r �Ark NOTES FOR ® ANDimp alk . �� • NORTH NORTH ❑1 TYPICAL HEADER-4 x 6(U.N.O.) 4> IQ 30. l��e� FIRST FLOOR FRAMING / FOUNDATION FLAN 410 8UILDINC C 1/5"= 11-0" 0 SEGO�I ILDING C 1i8"= I'SECONDODOR R,�1„iINC FLAN ❑2 SIMPSON Hu 11 M G G. ❑3 3/4"T 4 G PLYWD (APA INDEX 48/24) W/100 e 6"o/c EDGES _EX PIR ES:12/31 /2017 AND 100 e 12"o/c FIELD.GLUE PLYWD TO JOISTS NOTES FOR ® : ALL FLOOR FRAMING SHOWN ALL FLOOR FRAMING SHOWN n 13/4 x 111/8 ( 1.55 E) L5L SETS UNDER WALL AT POP OUT IS 11 1/5"TJ 1110 JOISTS e 16"o/c IS]] 1/5" TJ 1110 JOISTS e ]6"o/c UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE ❑5 13/4 x 11 I/5(2.0 E)LVL ❑1 DIMENSION LINES TO FACE OF CONCRETE�7a EXTERIOR,U.N.D. DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA © t t -INDICATED SHEAR WALL.SEE SHEAR WALL DESIGNATION ❑2 1 2 -INDICATED SHEAR WALL.SEE SHEAR WALL DESIGNATION DL:I5 PSF DL:I5 PSF ON PLAN AND SHEAR WALL SCHEDULE e d a ON PLAN AND SHEAR WALL SCHEDULE LL:40 PSF LL:40 PSFA ❑3 . -INDICATES HOLDOWN AT END OF SHEAR WALL. A LL L/480 A LL s L/480 n © SEE DETAIL CALLDAT END OF SHEAR WALL. OWN OUT AND HO DOWN SCHEDULE ,• SEE NOTES ON PLAN AND HOEDOWN SCHEDULE n 31/2 x 11�/8(1.55E)LSL ANDER WALL AT SECOND FLOOR ,+ 0 NAIL PLYWD.ABOVE AND BELOW WINDOW OPENING AT SAME ARCHITECTURE NAILING A5 NOTED AT SIDES Q 3/4"T*G PLYWD (APA INDEX 48/24) W/Ode 6"o/c EDGES AND 100 e 12"o/c FIELD.GLUE PLYWD TO JOISTS IN COLLABORATION WITH I_:.2] 4"CONCRETE SLAB ON GRADE WITH*3e 24"o/c EACH WAY � f�i O ADDITIONAL JOIST UNDER INTERMIDIATE SEARING WALL AT ` f STAIR-SEE 12/S4.1 ` SHEAR WALL SCHEDULE NOTES : SHEAR WALL SCHEDULEMartinez Design Group Inc. MARK SHEATHING ATTACHMENT REMARKS ANCHORS AT FOUNDATION A. PANEL EDGES SACKED WITH 2"NOMINAL OR WIDER FRAMING 1/16"APA RATED(32/16) ad'a16"o/c EDGES SEE NOTES: 2 x(o PLATE W/ B. SPACE STUDS AT 16"o/c ® PLYWD.(BLOCK EDGES) Sd e 12"o/c FIELD A,B 5/8"4)A.BOLTS e 45"o/c Hall Pointe C. PLYWOOD JOINT AND SILL PLATE NAILING SHALL SE STAGGERED 1/16"APA RATED(32/16) BO 64"o/c EDGES SEE NOTES: 2 x 6 PLATE W/ D. FRAMING AT ADJOINING PANELS SHALL SE 3"NOMINAL OR WIDER. Town homes B PLYWD.(BLOCK EDGES) Sd e 12"o/c FIELD A,S,C,D 5/S" A.BOLTS e 48"o/c OPTION:2-2 x STUD IN LIEU OF 3 x STUD 8753 SW Spruce St. Tigard, OR 97233 l/16"APA RATED(32/16) So 3"o/c ED PLYWD. NOTES: 2 x e,PLATE W/ 2-2 x © PLYWD.(BLOCK EDGES) 8c1^12"o/c FIELD A,B,C,D 5/5"4,A.BOLTS e 48"o/c Project Nurnber 100 e 6"o/c STAGGERED'a EACH SIDE 15-175 MODIFIED 2-HOUR FIREWALL *BASE SCR WS e 4"o/c AT SEE NOTE: E SEE(6/53 ) Date 8 SEPTEMBER, 2016 HOEDOWN SC EDULE TOP AND BOTTOM PLATEBUILDING C i� AND ALL STUDS MARK TYPE ATTACHMENT ANCHOR REMARKS FACE PLY: PEYWD. 91 II EDGE NAIL ri AS REQUIRED SY FIRST/SECOND FLR PLAN lO 16-16d SINKERS(TOTAL) ARCH'L FOR FIRE RATING - SIMPSON "MST(2E3" SEE NOTES ON PLAN E. *S x 1 5/S"COARSE THREAD SCREW WITH o TO DSL.STUD o E SEE(6/s3 ) MINIMUM 0.285 HEAD DIAMETER (2)LAYERS 518"GYP FOR BASE PLY: SEE NOTE: E o MODIFIED 2-HOUR FIREWALL *8 SCREWS e 1"o/c AT N O SIMPSON "HDU 2" 6-1/4"4)x 2 1/2"SIMPSON SDS SIMPSON"SSTS 16" SEE(15/53) TOP AND BOTTOM PLATE ? SCREWS TO DBL.STUD AND ALL STUDS NOTE:HOLDOWNS ARE LOCATED AT SIDES FACE PLY: DD NOT SCALE FROMDRAUJINC S - S 1 C c OF WALL PANELS BETWEEN WINDOWS AND AS REQUIRED BY VERIFY ALL DIMENSIONS W/ ARCH. DOOR,SEE ARCH'L.FOR OPENING LOCATIONS 1 ARGH'L FOR FIRE RATING Scale 1 /8" = l '-O" Q 2 x 4 OUTRIGGERS '®24"o/c 10 © S5 4 x 12(TYP.) rin ip 66, ii, 1; 4x10TYP. LPi. ° �,L 7 ■■ 61 LVi L—_ MESTRAP AT END OF SEAM r -SEE SEMilk iling 131 66 ttair 6M. VP Tv ipw ie ■■ AI S6 . _ddidirmi �� ® ` 4 V L_ _ i 0 ® 11 I ROOF BELOW L J L__ _Li ' -SEE(2/SIC) 1 1I rgor-11 Id it, © II 4x5 2siek4 .,._ um_ x 4 OUTRIGGERS © IP 6 24"o/c 111 cn ■.Allk 1 u ® m 1",_. —A� _4x8 11 1L JL --- JI ■'■I■■ I r ■K■1 ■1 S6 ■MMEN S 4 x 10 TYP. "MEM ® N_ �; 111 BKE INC. 4 x 10(TYP.) 1 1 �= d STRUCTURAL 11 `. 56 ENGINEERS 1I FLr �' 2700 SE HARRISON ST. STE B 3 MILWAUKIE OR,97222 11 1 I i 11 66 503-607-0481, FAX 503-607-0486 �� I IO 0 55 VP �� pPRpF� 2 x 4 OUTRIGGERS • •. .- e 24"o/c /air ' A, 1 i ' r ey„ve . • 9�6 30, 1 ' <14 M G.13°'' 41) ROOF FRAMING FLANNORTH EXPIRES: 12131 /2017 'BUILDING C van= P-0" NOTES FOR ® : f'd a • E1 PROVIDE 2 x 4 FLAT BLOCKING AT ALL NIPS AND VALLEYS. w ' EDGE NAIL PLYWD.TO BLOCKING. DESIGN LOAD CRITERIA FOR TRUSSES 4' > ,•I��, Q SHADING INDICATES OVERBUILT AREA.ADD 5 psf TO TOP TOP CHORD 25 psf LIVE LOAD CHORD LOADING. TRUSS MANUFACTURER TO PROVIDE 10 psf DEAD LOAD ARCHITECTURE OVERBUILT TRUSSES AT THESE AREAS OR CONTRACTOR 10 psf NET WIND UPLIFT TO STICK FRAME-SEE C 14/S5)OR I5/S5) BOTTOM CHORD 7 psf DEAD LOAD IN COLLABORATION WITH [3 TYPICAL ROOF HEADER- 4 x 6 —- ® PLACE MULTIPLE STUDS UNDER SEAM OR TRUSS TO MATCH \%///\\ 1��WIDTH OF SUPPORTED MEMBER(TYPICAL) ' UNLESS NOTED OTHERWISE E 1/2"APA RATED(32/16)SHEATHING.ATTACH SHEATHING WI ALL FRAMING SHOWN IS Sc e 6"o/c EDGES,ad 6 12"o/c FIELD FRE ENGINEERED TRUSSES A, BRACE NON-SEARING WALL TO TRUSSES-SEE(&/55 tt (7/55 ) 24"o/c Martinez Design Group Inc. SET TRUSS OVER TOP OF WALL BELOW. DESIGN TRUSS TO TRANSFER 150 PLF FROM TOP CHORD 1 . TO BOTTOM CHORD. NAIL PLYWD.TO TOP OF TRUSS WITH Sd' 4"o/c-SEE( S/S5) Hall Pointe Townhomes 8753 SW Spruce St. Tigard, OR 97233 Project Number 15-175 Date 6 SEPTEMBER, 2016 BUILDING " C " ROOF FRAMING PLAN 0 0 0 N Ct DO NOT SCALE FROM DRAWINGS - S 2C VERIFY ALL DIMENSIONS LJ/ ARCH. • Scale NOTED o FACE OF PLYUJD.'EDGE OF CONC. PLYWD.- WOOD STUD WALL FACE OF PLYWD. WOOD STUD WALL- SEE PLAN WOOD STUD WALL- EDGE OF CONC. S £ :Z . MUPLE STUD CEXT.SLA$- CONDITIOwC:-L SEE ARCH'L MPN 1_500 EAIj8xIDA. TS FLASHING READ SEE PLAN 48"a/c-SEE( 1/53 EDGE NAIL 48"o/c-SEE( U53 AT CORNERS 'd 4-0"(DO NOT COUNTERSINK ; SEE ARCH'L 1-*4 PLYWOOD BOTTOM PLATE INTO P.T.PLATE) EDGE NAIL I PLYWD. PLYWD. — EDGE NAIL i PLYWD. SEE ARCH'L _ / / / / / / 1 ( 1 / Y / / / /J./ \ L / / / / / / /I } '' • -- I 1. 5/8" A.BOLT (DO NOT _' �� ii '' L�� COUNTERSINK INTO 1-*4 0 , o „'llllf , „Ilfll _ii o ; 1 '� JOIST I JOIST = _ �I I -11111 IIIII�I I ° �� P.T.PLATE) - JOIST \ ?4 JOIST PLYWD. >17 IIIII-111111 ?` 1 III IIIII 1 . GONG.SLAB dill d -III 6"CONC.FDN.WALL 1111 =IIII • \ 1:7— - WHERE NOTED IIII I - \ 1x-1 EI 1I W/*4 a 24"o/c L4 - • 1- . I- HOR1Z.4.VERT. p =IIII D p :III p P.T.PLATE I-\ SIMPSON TOP FLANGE 6"GONG.FDN.WALL _ , =III TJI BLOCKING TJI BLOCKING ? TJI BLOCKING e 4'-0"a/c '1 I I • I. HANGER BY JOIST MANUF w!*4 0 24 o/c f I I I '�4'-0"o/c 9 4'-0"o/c r i. R=650* HORIZ VERT. FOR WALL REINF. p `Q FOUNDATION WALL -SEE ( i/s3 ) X 6"CONC.FDN.WALL E E I W!*4� 24"O/G 4"HOOK z x 4' HooK z z Z �l W/*4 2 VERT. • IIII • - V 2-*4 I ``1 =f Ill - v . -IIII • `� a.A..... - 2-*4 FOOTING 11111 �'� II 11 I �. m II 111 • Jam_• -• m •-� m hi Imo,,., • Iliil_IIIIIa IIlII�II -II11111 If 1�-IIIIIIIIII-11 -IIIII-11111—I! a 11111 II111- =fill 4 „- _ _ _ � �, °1111_=4 - � I 1111 !1111—I I I I I 11IIIII—IIIII-14. 5" x 16 FOOTING UNLESS =IIIII-IIIII=11 11 !IIII-11 IIIII II NOTED OTHERWISE 8" x 16"FOOTING WITH a' x l6°FOOTING WITH TYPICAL AT POST AT EXTERIOR WALL 2-*4 CONT. 2-*4 CONT. 8" x 16"FOOTING UNLESS WHERE FIINSHED GRADE ALLOWS WHERE FIINSHED GRADE ALLOWS0 1". V-0" 53 NOTED0OTHERWISE ELEVATIONJOIST TO SET ON TOP OF FOUNDATION JOIST TO SET ON TOP OF FOUNDATION 4 40 WALL- SEE (' -) WALL- SEE 8/S38 I"= 0 1'-0" 1"=1'-0" WOOD STUD WALL- JOINT-SEE ARGH'L. WOOD STUD WALL- ---rV SEE PLAN AND ARCH'L. PLYWD. SEE PLAN AND ARCD-I'L. PLYUJD. �, 2HR.MODIFIED FIRE WALL ,r,„--------77W/(2)LAYERS OF 5/8"GYP- 2 x PLATE W/10d g 6"o/c BASE PLY—,..... /1. 1' 5EE ARGH'L. FACE OF PLYWD. SEE ARCHITECTURAL FOR 2 x PLATE W/10 6"a/G EDGE OF GONG.-77" SOLID RIM(11/2"MIN.) FACE PLY- ADDITIONAL INFORMATION NOTE' EDGE NAIL PLYWD REGARDING FIRE WALL 1 SOLID RIM(11/2"MIN.) $YJOIST MANUF. IF STEP IS REQUIRED OFF PATIO SLAB SEE STUD WALL- TO PLATE -� REQUIREMENTS I BYJOIST MANUF. t o/c ARGH'L.AND( 15/53) WOODEE PLAN AND ARCH' . FACE OF PLYWD. I 16d'� S"o/c-� PLYWD. fi' EDGE OF CONC. IA PLYWD. ! PLYWD. PLYWD. , _ ,� ■■■I■■ _ - - _ __ _ I��-_ FACE of PLYWD. _ I' - = EDGE ■[■1 ■1 '� EDGE OF GONG. 2 x P.T.PLATE WITH EDGE i�0.145"4,x 21/2"POWDER ■.■,■■ �`- 2 x 12 DF/L P.T.PLATE RIPPED TO NAIL NAIL *4 6 TOP 4 BOTTOM ACTUATED FASTENERS �I I SET FLUSH TO FACE OF FOUNDATION PATIO SLAB-SEE ARCH'L. d 5 WALL W/5/E3"4,x 10"A.B.s --r-- 1 AND FOUNDATION PLAN i AT 8"o/c BKE INC• fir: L *4 TOP G a1 4-ID (DO NOT COUNTERSINK •', • 2 x P.T.PLATE W/ ,I , 2 x P.T.PLATE W/ l/ INTO P.T.PLATE) 5/S"4 x 10' A.BOLTS 5/8"4,x 10"A.BOLTS FINISH GRADE BOTTOM /____ PATIO SLAB-SEE ARGH'L. STRUCTURAL AND FOUNDATION PLAN Z 4'-0"o/c(DO NOT '� 4'-P"o/c(DO NOT FINISH GRADE j ENGINEERS COUNTERSINK INTO c; COUNTERSINK INTO _ SIMPSON TOP FLANGE � • �q � 9 _ HANGER BY JOIST MANUF PLATE 1 SET 12"ON EA. PLATE )SET 12"ON EA. _ �� 270D SE HARRISON ST.S T E B IIIII—IIIII-- II � MILWAUKIE OR,97222 R=650* SIDE OF CORNER AND ? SIDE OF CORNER AND 11111-H111- 111-1EA 503-607-0481, FAX 503-607-0486 1;11-III II-11111 Ih 11=11111II I I I z --„IIII , IIIII_—,,,II =1111 =IIIII=II �' 6”TD EA.SIDE OF SPLICE 6"TO EA.SIDE OF SPLICE 2"GLR. a - -� ��-1`u"i A _ _ =1 I =1!III=E I I-1 I I I I-1 -1 �.. 10 GONG.FOUNDATION WALL 111.u-- T }=_ -Z' 11111,111_,,,,ll l ll11l II I WITH*4'd 18"o/c HORIZ.AND 6"GONG.FDN WALL I :2i.GONG.FDN.WALL IIIII Q 2 2"GLR.- a� / XVERT. -1 -�w/*4 24 a/c EA.WAY *4 IT 24 a/c EA.wAY 1 I I = 2 u IIIII 1 \ 1-1 ' \ 2-*4 a 2-*4 GOVT. m a *4 GOVT. Cf)_. -7,1,11117,1111117„,11 _ � � aL - - - �, III = _ 1 0 Ill I -- •� - _ �. - - - - - =IIII =111 I-1 0-4.311: PRo� IIII-IIIII-nni- �'c' n1 ` it I I I v • • A • V _I I1I1-1I I I�I Ic =11111- 1I111=11111: 0 L;',/�r • 1=I I I I ISI I I I I=1 I1�1I I I1=1I I I-1 8"x 1'-67"FOOTING / ,2,.12" 0 , .!/ t , gal • 1!1111 _ 8" x 24"FOOTING UNLESS S"x 1'-6"FOOTING UNLESS NOTED /►; f AM-0 -11111=11111-11 -11111-11111=11 NOTED OTHERWISE UNLESS NOTED OTHERWISE S OTHERWISE ca 10r r ( -4E S3 ,,,=1'- _ , "" 53 - 53 ,,,=1'-0" S3 3/4"-1-ID 3/4„_,'-0" 1".1._0" �y so, ig v, VERIFY THRESHOLD WOOD STUD WALL- If 'CC I AM G 6�Q'?• WALL BEYONDSEE PLAN AND ARGH'L. WALL BEYOND WOOD POST-SEE WOOD STUD WALL AND FLASHING FDN.PLAN AND ARCH'L. EXPIRES: 12 131 /2017 -1\i CONDITION WITH ARGH'L r *4 HORIZ.e TOP MULT.S7ElD OR P05T- 2 x P.T.PLATE WITH PORCH SLA$ WALL BEYOND PLYWD. 0.145"4>x 21/2"POWDER SIMPSONOo BA SEE SCHEDULE EXTERIOR CONC. f� ACTUATED FASTENERS NOTE: 1:: / WALKWAY PORCH SLAB AT V o/c SEE ARCHL.FOR RISE AND POST BASE WITH -SEE PLAN 1/2" x 6"EXP. OLT HOLDOWN AND ANCHOR BOLT- )\'‘,. ___ PLYWD. RUN OF STAIRS AND NUMBER r SEE SCHEDULE DO NOT SUBSTITUTE POE PLANS OP TREADS i I (5"EMBED.) CAST IN ANCHOR BOLT WITH POST e d a III= I INSTALLED ANCHOR WITHOUT ":+ , .. — �1 A .. .,_ 4"MIN. i \�\\\\ �„ APPROVAL FROM ENGINEER • =11111111 ///,: -11111-111 I-1 ° Z • I \ PATIO SLAB-SEE ARGH'L. III / �,�— �„ -1111-11111 ��vvvv r _r , / =IIII JOIST f AND FOUNDATION PLAN / / / / / / • / / , _1 � =1111 11/,! I= \ 11=11111=1111 III= O#. __-- r, r • , / \\ i COMPACTED FILL 1• ARCHITECTURE =IIII c SEE( 4/S3 FOR I \ NOTE. LI-Ill I-IIIII- I ADDITIONAL _11 i 1_1 i i_i 1_ \\\ 1 2"GER. UNDER SEAS ♦ ,_ o l \, - _ – –1 II IIIIIII11111=1 1 IIIII IIIII=I1 ' _ = III INFORMATION = - - - , c. � - 6"GONG.FDN.PLAN 0 *4'► 24"o/c EACH WAY - -=11111---'==11111. -11 =IIII -IIIII-1 f IFA STEP IS REQUIRED g" 6"GONG.FDN.PLAN �° 111= I r--L--1--7 r ::IIID Q ii,,,_ 1"'-1i111- _II� `� \ IN COLLABORATION WITH WITH*4 e 24"o/c LI 1 • - j HERE- SEE ARGH'L. i / WITH*4 0 24"a/c HORIZ.4 VERT. / I I `4 !11111= 2 11111 AND 13/53) HORIZ. VERT. ' 1111 111 11 -' 3"GLR.�\ -I • Q� . p wr CC�� L JIIIIIi 2-#4 GOVT. -*4 *4'�BOTTOM 8„ 3 GLR. --a - - ' I1 2 =IIIII=IIIII=I I A 0 FOOTING UNDER WALL •^ �� FOOTING UNDER WALL 2"GLR.-��1-��,-un� • - BEYOND-SEE FDN.PLAN u p BEYOND-SEE FDN.PLAN SEE ® FOR ADDITIONAL =1 III-1111 Tlllll-III-1 =IIII -i1 i1-i AND( 12/53) 12" INFORMATION 8 x 16"FOOTING S x 16"FOOTING , Martinez Design Group Inc. 12 14 _ 4111 3/4"=1'-0" S3 3/4"= 1'-0" 3/4"=1-0" =1 i S3 ' - '-ID i= Hall Pointe =111 ' . � 'IIII . � Townhomes -11111 11 ii i--`Ii=H E--1111=11 1 AT EXTERIOR WALL. 8753 SW Spruce St. Tigard, OR 97233 53 1".1._0" Project Number 15-175 Date 7 SEPTEMBER, 2016 BUILDING " C " DETAILS 0 Q S3 N 9. ci cS Scale NOTED 5 WOOD STUD WALL WOOD STUD WALL JOINT-SEE ARCHL. 11 Jr JOINT-SEE ARCHL. GYP.BD. �II� WOOD STUD WALL GYP BD. 2HR.MODIFIED FIRE WALL 21-IR.MODIFIED FIRE WALL • I W/(2)LAYERS OF 5/0"GYP- W/(2)LAYERS OF 5/8"GYP- GYP.SD. PLYWD.- 16d'a S"o/c 16d'a 8"o/c INTO SEE ARCHL. SEE ARCH'L. ------.A._ SEE PLAN -1 PLYWD.- 1601 e S"o/c PLYWD.- CONT.RIM / GYP USED A5 SHEAR WALL- GYP USED AS SI-SEAR WALL-- SEE PLAN SEE PLAN EDGE NAIL PLYWD /' SEE PLAN FOR FASTENING SEE PLAN FOR FASTENING 1 3/4 RIM _--16d e S"o/c INTO i EDGE NAIL PLYWD. BASE PLY BASE PLY—� / CONT.RIM I PLYWD-- INTO CONT.RIM PLYWD. EDGE NAIL (—SEE PLAN FACE PLY PLYWD.RUNS CONTINUOUS PLYWD. FACE PLY l/ SEDGE NAIL PLYWD } PLYWD. -T. UNDER WALL I TO TOP PLATE / EDGE NAIL T. —.T — — _ SOLID RIM(11/2"MIN ) EDGE NAIL I __� it f i I F P YUAJD BREAK . 'I x II: SOLID BLKG. EDGE NAIL PLYWD. f SOLID RIM(1 I!2' MIN.) lmd'�8' o/c JOIST -tSEEARCHL. INTO CONT.RIM I OVER RIM IF PLYWD NOT BROKE PLYWD I OVER RIM AS SHOWN OVER RIM II IF PLYWD NOT BROKE I vl ,. WEB STIFFENER . ,II EDGE NAIL — INSTALL SIMPSON A34 �� OVER RIM A5 SHOWN713 i BY JOIST MANUF. li MP' EDGE NAIL INSTALL SIMPSON A34 JOIST I a 'a I6"o/c �I 1 SIMPSON X . I6 o/c , % LTP4' 12"o/c WEB STIFFENER S� I5 -S © x 1001 S"o/c i $Y JOIST MANUF. JOIST SET AGAINST JOIST EE 84 STAIRS -----,) TOE NAILS ; 10d�1 S"o/c �_ CONT.RIM I TOE NAILS JOIST PARALLEL BEAM-SEE PLAN f -------WOOD STUD WALL TO WALL CONT.RIM 4 BLKG. SIMPSON A34 6 16"o/c EDGE NAIL PLYWD-SEE PLAN--- ---- -SEE ARCH'L. AT CONT.RIM TO TOP SEE AEI JOIST SEE ARCHITECTURAL FOR OF WALL c---A-- __ ADDITIONAL INFORMATION I r';� --1 BLKG.e 4'- REGARDING FIRE WALL ADDITIONAL INFORMATION SEE ARCHITECTURAL FOR \ ; ~—HEADER WHERE 1 ! r._ REQUIREMENTS - REGARDING FIRE WALL V\ l NOTED ',fly: ------HEADER WHERE 24REQUIREMENTS 2v NOTED 54 =1'-0" 54 1„=1'-0” 54 3/4"=1'-0" 54 1"=1'-0' 54 1„=1'- WOOD STUD. WALL BEAM GYP.SD �^ 16d.0 V o/c PLYWD. PLYWD.- EDGE NAIL PLYWD. 5EE PLAN \ SEAM-SEE PLAN BLOCKING $LKG BETWEEN JOISTS 13/4 RIM PLYWD. SEAM-SEE PLAN PLYWD- JOIST EDGE NAIL BEAM SEE PLAN PLYWD. I 1 BEE PLAN —__ DOUBLE PLATE ON saw, ATTACH BEAM TO '��'' f �� _ rt / N><1 TOP OF WALL �� FACE OF JOIST WITH I - IIIT 2-1001QTOPAND • L t BOTTOM FLANGE/ ■ I■,■■ SIMPSON L 50 / III , EDGE NA1L�,i IISb :i...---- AT SIDE OF SEAM CANTILEVERED ■.■,■■ JOISTS 51MP50N LTP4 12”o/c JOIST � 1001 g 8"o/c------7/1\ STUDS BKE INC. SET STUD UNDER-------------- BEAM-SEE PLAN ��` WOOD STUD WALL BEAM SIMPSON ITT 11.88 HANGER JOIST STRUCTURAL /\/— —IV— FOR FACE MOUNT HANGER _ ENGINEERS USE SIMPSON IUT 11 PLYWD-SEE PLAN— - - --i2700 SE HARRISON ST. STE B r MILWAUKIE OR,97222 \r/ i �—HEADER WHERE 503-607-0481, FAX 503-607-0486 Q "AsI' NOTED . . , a 54 P,=1'-0" 54 1„=1-0” 54 I„=1'-0" 5 A 1"=1'-0„ PLYWD.-SEE PLAN �- - Q Ol'a � pP2 x S LEDGER WITH `� WOOD STUD WALL 5� SIZIe.•. ';. 3-10d"EACH STUD IWOOD STUD WALL 2 x S JOIST e 24"o/c ABOVE WALL /if RF �turil 000' J. i /��BEYONDC2) ,� PLYWD. ®��0 i BLKG.AT 4'-0"o/c i BEAM UNDER WALL- i JOIST UNDER PLYWD . , 30`+ } SEE PLAN i r--WALL BEYOND BEAM BEAM �i4('q �19.‘ q. _ PLYWD. AND(" /S4 ) � C M /1 I� �,� ~ STRAP T T - i� ji.11 / EXPIRES:12131 !2017 L } 1 f - WM SS 4-10d INTO END OF — JOIST �� x EDGE / 1 ' • BEAM UNDER WALL �� lki � RIM NOT SHOWN NAIL�� PLYWD. •,' fI I= 1 x _y/ __-1 j FOR CLARITY / \ SIMPSON LSTA 36 AT TOP OF 1 SIMPSON LSTA 36 AT TOP OF --� HEADER x u SEAM AT LEFT AND BOTTOM i BEAM AT LEFT AND BOTTOM j 4-1001 e d a (BEAM- JOINT OF BEAM ON RIGHT CENTERED ___ ON RIGHT CENTERED ON POST SEE PLAN ON POST UNDER BEAMS UNDER BEAMS BEAM x STUD AT EACH SIDE OF < , , PLYWD. �, BEAM UNDER JOIST- BEAM.FASTEN TO BEAM BEAM WOOD STUD WALL.SET_�� SEE(S/54 ) WITH 4-1001 AT EACH SIDE J� HEADER BEAMS -SEEx�o POST4 �n, 4 x 6 POST UNDER _.� r ARCHITECTURE WALL BEYOND �� WALL BEYOND�� BOTH BEAMS IN COLLABORATION WITH 4x6POST 9 ---v--- 10 ll 12 54 3/4"= 1'-0" 2A 54 3!4"=1'-0" 543/4"=1'-0" 543/4"=1'-O' �``� ��` 54 8 WOOD STUD WALLWOOD STUD WALL AI t � _\/\, ON TOP OF BEAMS ' 1111 ABOVE BEAM-SEE PLAN \ -1� — Martinez Design Group Inc. DOUBLE STUD r((:) _ FIRE WALL ABOVE BEAM 2 x 6 WOOD STUD SETWALLONTHIS �i SIDE ON BLKG SET WALL ON fS S BEAM SETS ON Hall Pointe POST IN WALL `� \ WALL BELOW SIDE ON BEAM SEE 3/54 RIM r___�_.- `} RIM Townhomes - 7 JOIST CUI � ---- �---- --- �1 \ , �_ -SEAM- - -- P Tigard,8753 SW Spruce St. Ti and OR 97233 I SEE PLAN �-v.-�z RIM—� `,\ SIMPSON L50 ___ IMPSON LSTA 36 AT TOP OF SEAM i j Project Number 1 5-1 75 AT BEAM �,�� JII IIS BEAM AT LEFT AND BOTTOM DOUBLE STUD _x_, ON RIGHT CENTERED ON POST I Date 8 SEPTEMBER, 2016 1., FIRE WALL ABOVE I — UNDER BEAMS _ I' C STUD AT EACH SIDE OF l WOOD STUD BUILDING " C " 2A1—+ BEAM BELOW JOISTS-/' 1--- BEAM BEAM.FASTEN TO BEAM 6 -10d —�- WALL BELOW SET ON 4 x 6 POST- SIMPSON LSTA 36 STRAP WITH 4- 10d AT EACH SIDE DETAILS S4 SEE 05/S4 ) — AT BOTTOOM OF BEAM ON o r ' i LEFT AND TO TOP OF BEAM 4 x 6 POST UNDER 4 x 6 POST AT Q BEAM BELOW SETS ��•,� ON RIGHT CENTERED ON �TEND OF WALL ~ N ON TOP-NOT SHOWN JOIST 2 x 6 WOOD STUD WALL- / v DOUBLE STUD FIRE WALLS4 BOTH BEAMS 0 FOR CLARITY SET BEAMS ON 4 x 6 POST IN WALL-SEE 15/54 )SIM ' STUD AT SIDE OF POST cU k PLAN 14 l 16. CZ l 3 _ -`D 54 3/4"=1'-0" 54 3/4' =1'-0" 54 3/4"=1'-0' 54 3/4"=1'-0" Scale NOTED o 2 x 6 STUDS �� UJALL BEYOND PLYWD.-SEE PLAN �_; DOOR � S. �.J�� POST SEE ARCHL FOR THRESHOLD GYP. D. SEE ARCH'L.FOR THRESHOLD DECKING NOT SHOWN CONDITION AT DOOR i CONDITION AT DOOR BEAM � �� GYP. D. RAILING- FOR CLARITY.SET PLYWD. SPACED DECKING SEE ARGN'L SPACED DECKING DECK OVER TOP OF POST SIMPSON A 23 CLIPS SIMPSON A23(WITH we x 1 1/2"SIMPSON 5D SCREWS)AT POST TO TOP OF BEAM AT x- TWO SIDES.3-l0d TOE NAILS AT OTHER JOIST T� 111 IIII 111 vill NESE 7TWO SIDES SOLID Rd M(11/2"MIN )REQ.D SOLID RIM(I 1/2"MIN.)REQD JOIST SIMPSON NUG 4�0 ++ ! WITH lOd TOE NAILS - ' i S"o/c WITH 10d TOE NAILS WITH*`.� x 1 1/2"SIMPSON SD i +, JOIST g"o!c SIMPSON A 23 i � SCREWS f+ SIMPSON LUS 26 � ><LA\ I I j__ • , N.\ SIMPSON LUS 26IL __= SEAM ON OPPOSITE HANGER _ C JOIST , JOIST PARALLEL JOIST PARALLEL e 3A SIDE HANGER JOISTS AND DECKING WITH DECKING NOT SHOWN FOR CLARITY 2 x LEDGER WITH BLKG• RUNNING OPPOSITE BEAM SEAM 1/4" SIMPSON x 3112" 2 x LEDGER WITH DIRECTION !� SDS SCREWS'� S" 1/4"4,x 3 I/2"SIMPSON SIMPSON LUS26 V` POST SDS SCREWS 6 8 o/c HANGER STAGGERED SEE 2lS4 FOR STAGGERED SEE 2/54 FOR BEAM-SEE PLAN 1 - -1\i---- ADDITIONAL INFO. ADDITIONAL INFO. PLAN 2 3 3A 4 4.1 1"=l'-0" 4. 1"=1'-0" 4.1 4.1 1"= i'-0" 54.1 1"=1'-0' 54.1 1"=1'-0" PROVIDE(2)ADDITIONAL I I BEAM SDS SCREWS AT LEDGER EXTERIOR WALL T BEHIND SEAM -7---An--- --7-1V--- WOOD STUDWALL WOOD STUD WALL 1. PLYWD. WALL BEYOND I SIMPSDN NUG 46 WITH SCREWS SEAM AT EDGE OF FLOOR SHEATHING PLYWD. -SEE 5/54• DECK PLYWD.SHIM 10d 12"o/c STAGGERED i FLOOR JOIST AND RIM-SEE( Z/54.1� PLYWD.BEYOND PLYWD. SPACED DECKINGf's' ' 2 x RIM WITH IOd TOE NAILS ' � I ID S"o/c i nil -T - SIMPSON NUG 46 W/ -: PLYWD.- 1 WITH*9 x 1 I/2" SEE PLAN SIMPSON SD SCREWS Il ■■■I■■ i ' ' f RIM-SEE �0/54.D �Ci JOISTS "°! ■C■' ■1 x ' JOIST ?<I 7 I BLKG.a 2`-0"o/c WOOD STUD WALL DECK JOIST-) 54.1 BEAM CONTINUDUSE ACROSS 1 STAIR OPENING-SEE PLAN BICE INC. JOIST PARALLEL WHERE __ I WOOD STUD WALL STRUCTURAL NOTED WOOD STUD WALL PLYWD. LEDGER—� WOOD STUD WALL • 2700 SE HARRISON ST.ENGINEERS i BLKG. 2'-0"o/c AT /", V C MILWAUKIE OR,9 222 STE 8 _i_iv____ PARALLEL CONDITION 503-607-0481, FAX 503-607-0486 --- HEADER WHERE NOTED PLAN �� 6 7 S e PLAN 10 4.1 1"= 1'-0" 54.1 1"=1.-0" 541 1"=1'-0" 54.1 1"=1-0" 54.1 1"=r-0" STRINGERS: 13410 DO NOT OVERCUT 2 x 12 AT EACH SIDE AND 54.1 STRINGER WOOD STUD WALL ��D PROD SIMPSON DTTIZ AT BEAM SEE PLAN AND ARCHL. 'C STAIR TO SEAM E 2-2 x 12 INTERMEDIATE STRINGERS � .- USE DF/L*1 FOR STRINGERS WALL.ATTACH TO SEAM NO SIMPSON VPA 4 n r 1• ' AT WALL WITH 3/S" x 4" WITH 1/2"PLYWD IBJ r AM LAG BOLT SEAM AT STAIR Ii SHIM ' �' SIMPSON LUS 210-2 2 x 12 STRINGER NAILED ( PLYWD TO EACH STUD WITH l'' Vt• m __� TREADS-SEE ARCH'L FOR 3-16d `'„ 1e JOISTIr5' = RISE AND RUN STAIR DETAILS �i 30, i9 Q, � ® � � TREAD-SEE ARGH'L aM GHANGER 7 IIIIIIIIEL TREAD-SEE ARCH'L. SEE ARGN'L FOR I - �_ -��-___ --- ii ._ INTERMEDIATE WALL EXPIRES:12 r 3i 2x17 — 4110 RISE AND RUNl _ / 2-2x12STRINGER WALL BELOW 16 L `n�, STRINGER- STRINGER �� 54.1 SEE (14!84.1) _ ,= ME—imm-I itFIRST FLOOR i v M i Y i Y i r i i i i i I eda � l 'm 1 i\ JOIST �,1 A ..� INTERMEDIATE - I I <. , , _ • SEARING WALL ADDITIONAL JOIST UNDER RIM 4" PLYWD.-SEE PLAN SEARING WALL • HEADER-SEE PLAN 1 BEAM CONTINUOUS ACROSS ARCHITECTURE STAIR OPENING n� IN COLLABORATION WITH 11 PLAN 12 STAIR SECTION 13 4 1 54. 1"= 1'-0" 4.1 1/4"= I'-0" 4.1 1"=1'-0" 54.1 1"=1'-0" 5� 1 1"=1'-0" � �// V STRINGER-SEE __iv_ ___/v___(14) 4 \ INSTALLATION OF SEE © HOLDOWN STRAP SEE AI SEE 2A Martinez Design GroupInc. TREAD- SEE ARGN'E � � 84 WHERE NOTED ON S4 54 � g Q FOR ADDITIONAL DWGS-SEE PLAN. FOR ADDITIONAL FOR ADDITIONAL a INFORMATION PROVIDE DOUBLE i- INFORMATION I---- INFORMATION - j STUD AT HOLDOWN �- I' T i STRAP. I-- a I— Hall Pointe 2 x 4x0'-10"BLOCK ATTACHED TO . x- BLOCKING BELOW PLYWD. ={: __LI _ max -} Tow n h o m e s WITH 4-10d0-10 L. � INSTALLATION OF ^` Ixr ' li _ - ix" - INSTALLATION OF fel --I HOLDOWN• STRAPf HOLDOWN STRAP WHERE NOTED ON�� WHERE NOTED ON-�� 8753 SW Spruce St. Tigard, OR 97233 DWGS-SEE PLAN. III DWGS-SEE PLAN. I PROVIDE DOUBLE PROVIDE DOUBLE Project Number 1 5-1 75 STUD AT HOEDOWN IIISTUD AT HOLDOWN 1 STRAP I T Li l STRAP v 1 CXl Date 8 SEPTEMBER, 2016 FLOOR j _ =_ SET BOTTOM OF STRAP � � ji I— JOIST AT BOTTOM OF SEAM JOIST a JOIST +- ' AT BUILDING 'rr-+l� " ,_ d '`- BLKG BLKG _ BLKG DETAILS - \ �JOIST�- ua I— h a I BEAM-SEE PLAN SEAM-SEE PLAN o0 x I7) 1 MI ri N a 2 x S FLAT BLKG. J ,n,16 p, 1. . UNDER STRINGER 1 la le C 54.1 1"=1'-0" 54.1 1"=1'-0" 4 1"=i'-0" 54.1 1"=1'-0" Scale NOTED r 0 • PLYWD. 2 x12 BLKG.BETWEEN TRUSSES WITH 10d TOE NAILS a 8"o/c SEE ARCHL FOR ADDITIONAL ��a INFORMATION WITH REGARD %t$a EDGE NAIL PLYWD.TO BLKG. TO RIDGE VENT @a�$�� SSEEG2ARCI-i'L.FOR VENTING AT RIDGE VENT CONDITJONSREI IOd'a� ro"o/c � ,� (SEE ARGH'L.)-SEE© .. FASCIA. WF EDGE NAIL 2 PLYWD. � � GUTTER ��,� 5EE ARCHL: �. 41...4„.,. �. IL / ��'� 1 .49 �$��` .. TRUSSES 2 x Ca.BETWEEN .-�.%}�� ,� .1. TRUSS rri� �4�.C�� y\I •.'......'''' ��ti yrT---X, S SY y �C r / �rti RA15ED HEEL II $ate �� -"�'' TRUSS \ tSI‘) ' la IL. 3-10d TOE NAILS ANDill Q SIMPSON H 2.5A AT EACH TRUSS 3-100 INTO END OF TRUSS STUD WALL 5- TRUSS ,�SHEATHING 2 x 4 FLAT BLKG. TOE NAILED TO TRUSS �- X + \! ; ONS EACH END WITH - HDR.WHERE NOTED -- I ' ' SEE ARGIL. 9 0 1"= I'-0° 3/4"=i'-0" 1"=i'-0" 55 1"=1'-0" 0 1"=1'-0" `— TRUSSES SIMPSON DTC AT EVERY -At- � r lIDd'd (o"o/c �A WD. PLANN OTHER TRUSS(4'-0"o/c MAX.) J TRUSS BTM.CHORD NOT REQUIRED IF LENGTH OF + k' 2 x 4 FLAT BLKG. WALL BETWEEN CROSS WALLS PLYWD. IS LESS THEN S'-0" - END WALL TRUSS WITH - 21-1R.MODIFIED FIRE WALL 2 x 4 FLATS a 24"o/c W/(2)LAYERS OF 5/5"GYP- ATTACH TO TOP OF WALL —P7 SEE ARCH LW/SIMPSON LTP4'� 4'-0"o/c GYP USED AS SHEAR WALL. DESIGN TRUSS TO TRANSFER ` . NAIL SAME AS WALL BELOW- 150 PLF FROM TOP CHORD 11111111 OVERBUILT FRAMING �`� - _ IL 7 I� i SEE PLAN �' TO BOTTOM CHORD - ``- ��Ry -SEE 14/S5) i—f— m \tZ ~ ---'.--- -1_ `� 2 x 4 a 4'-0"o/c NAILED 2 x 4 FLAT BLOCK ��_ PLYWD- ' $�p4$ '1 4 TO BOTTOM OF 2 TRUSSES AT 4'-0'o/c TO TIE - SEE ARCHITECTURAL FOR , ��``$;��g W/2-1(od INTO EACH TRUSS WALL TOGETHER ADDITIONAL INFORMATION 0``„. WOOD STUD PARTITION REGARDING FIRE WALL $4.. WOOD STUDMINVEll WALL(NON BEARING) PARTITION WALL SIMPSON DTC AT EACH 1 _ REQUIREMENTS (NON BEARING) 2 x 4 BRACE(STAGGER �' N—TRUSS ■`■' ■' SIDES OF WALL) X --Jlr NOT REQUIRED IF LENGTH OFt- L- }7 Aii ■.■.■■ WALL BETWEEN CROSS WALLS PLYWD.SHOWN CONTINUOUS BKE INC. � 8' � IS LESS THEN -0” WOOD STUD WALL CEILING-SEE ARGH'L. UNDER OVERBUILT FRAMING. NON - 'BEARING WALL TRUSS STRUCTURAL 49 NON - BEARING WALL �V �` SEPERATION WALL ENGINEERS 9 2700 SE HARRISST.S7E B - SEE ARCHL. MILWAUKIE OR,97222 55 1"=i'-0" 1 I'- 503-607-0481, FAX 503-607-0486 SEE ARCHL.-"V 1"=1-0" Ed a 4"o/c SIMPSON A 34 OR PLYWD. 100 a 6"o/c 8 EDGE NAIL AT BLKG 3-Sd TOE NAILS PLYWD. 2 x BLKG.WITH 10d a 5"o/c 2 x OUTRIGGER CJ�J 3/4"=1'-0" i AT 24"o/c _ ?------ i FASCIA-SEE ARCHL X � �j 3-10dOpitlittiF 2 x ro BETWEEN TRUSSES AT (<17 - - - TRUSS-SEE 1/SS °s•c*' %1.- TOP OF BRACE WITH �-/ } FASCIA it TRIM OVERBUILT FRAMING 2 x OUTRIGGERS �2�1 SIMPSON LS 50 AT EA.END 4-16d-- SEE ARCH'L. -SEE 14/S5 C PLYWD. �<< / Ala w 2 x BLOCKING W/ SIMPSON A 34tier SIMP.LTP4 AT EA. i PLYWD. , r ,� BLOCK TO END SHEATHING I If '` WALL TRUSS I EDGE NAIL h./ ''- 30, i9�e y BRIDGING FROM 1 2 x�o BRACE AT 45"o/c 2 x 4 OR 2 x(a ��'� �� TRUSS <<SAM G.e�P� BRACE TO TRUSS WHEN LENGTH OF i 2 x 4 FLAT AT 24"o/c �� PLYWD.-SEE PLAN7 4 IF"H"?(o'-0"THAN PLACE I IN END WALL TRUSS ��, t rP EXPIRES: 12131 12017 BRACE EXCEEDS 2 �, 5'-0, _ 2 x 4 ON EDGE BEHIND 2 x 4 FLAT IN END WALL TRUSS-SEE +� ®. TRUSS s ! IF"H">10'-0"CUP TOI4'-0") ® HANGER ATTACH ENDWALL TRUSS < TRUSSESUSE 2 x 6 100 TOE NAILS - a 24"o/c TO TOP OF WALL WITH \\-----SIMPSON A 35 a 24"o/c AT 15"o/c AT BOTH ' 1 END WALL TRUSS WITH SIDESIL SIMPSON LSTA 24 AT 1/16"PLYWD.W/Bo a 6"o/c AT j BOTTOM OF BEAM TO EDGES,ad 612"o/c AT FIELD TOP OF WALL.CENTER e a BLOCK EDGES i STRAP ON END OF WALL • 16,''' SIMPSON HUG 25 t < , pATTAGH BRACE TO 100 TOE NAILS a 8"o/c �'�, HEADER-SEE PLANTOP OF WALL WITH FROM END WALL TRUSS + BEAMDSL.STUD ,v SIMPSON A35 AND H2.5A TO TOP PLATE 7 + ARCHITECTURE - PLAN e WOOD STUD WALL 9 I"=1'-•0" ��9WOOD STUD WALL IN COLLABORATION WITH WALL BEYOND 51-KG. 2x4ONTDP 3/4"=1'-0" 1"=1'-0"• r/! OF EA.TRUSS BLKG. PLYWD. �" BELOW PLYWD. END WALL TRUSS 2-k0d +�� a �� - "�� "�� a 24"o/c BY TRUSS _�=_ ��iiiiiiiiii � OVERBUILT �� ,_ MANUF. Martinez Design Group Inc. OVERBUILT ,`� ROOF ��-� ._ ROOF �,' '- �-., �� ,� +y ��$ - - � _ Hall Pointe 2 x 4 BRIDGING IF H" EXCEEDS 5'-0" Townhomes 2x4624"o/c „ H „ II p II 8753 SW Spruce St. Tigard, OR 97233 2 x 4 BRIDGING IF"H" PLYWD. 2-10d TOE NAIL AT 2-lOd TOE NAIL EXCEEDS 5'-0" END WALL TRUSS TO AT 2 x 4 TRUSS BELOW PLYWD. roject Number 15-175 TO TRU55� Date 6 SEPTEMBER, 2016 \, , BUILDING I. C ,I i DETAILS 3 i i'A + TRUSSES a 24"o/c p TRUSSES a 24"o/c (o [] h S 5 a SEE Ala 2.OPTION USING TRUSSES g co 14 ® cz cz 55 1/2"=1'-0" 1/2"=l'-0" Scale NOTED T 0 2 x 4 BLKG. PLYLUD. EDGE NAIL SIMPSON A 34 OR PLYWD. �, SIMPSON A 34 OR PLYWD. .7, lmd'd 6 o/c 10d 6 6"o/c 3-Sd TOE NAILS 3-Sd TOE NAILS o_ i 2 x OUTRIGGER / 2 x OUTRIGGER 2 x 12 BLKG.BETWEEN TRUSSES PLYWD. OVERBUILT _ AT 24"o/c f AT 24"o/c WITH lmd TOE NAILS S"o/c I � r A' r �0° FRAMING- 3-Imd �! 3-lOd EDGE NAIL PLYWD.TO SLKG. fs " C ) PLYWD. `� ( ti SEE 14/S5 �-FASCIA 4 TRIM FASCIA 4 TRIM SEE ARCI-L.FOR VENTING �� TRUSS SEE ARC1-I'L. SEE ARCH'L. REQ �� 2 x BLOGKINCx W/ 2 x BLOCKING W/ SIMP.LTP4 AT EA. SIMP.LTP4 AT EA. FASCIA - ATTACH ENDWALL TRUSS BLOCK TO END ATTACH END LUALL TRUES BLOCK TO END GUTTER TO TOP OF WALL WITH WALL TRUSS TO TOP OF WALL WITH WALL TRUSS SEE ARCHFASCIA s_0s TRUSS ��. SIMPSON A 3S'a 24"o/c END WALL TRUSS WITH SIMPSON A 35 24"o/c END WALL TRUSS WITH *C) �,� 1/16"PLYWD.W/Sd e 6"o/c AT x/16"PLYWD.W/Sd e 6"o/c AT '°� - ` 1 \ar)ItS �� - EDGES,Sd.612 "o/c AT FIELD _ EDGES,Sd a l2"o/c AT FIELD ; ti I L- rii SLOGK EDGES !BLOCK EDGES I RAISED PEEL L dC EEL IOd TOE NAILS' S"o/c 10d TOE NAILS' 5"o/G >-,__ NSEE SsHJ TRUSS1\1414' • FROM END WALL TRUSS FROM END WALL TRUSS TRUSS SUPPORT _ EDGE NAIL TO TOP PLATE TO TOP PLATE SIMPSON P 2.5AAAT EACH S-lf�d TOE NAILSAND �-lIDd INTO TRUSS - SEE( I/SS END OF TRUSS 7- PLYWOOD-SEE PLAN BEAM WOOD STUD WALL- � ,_ WOOD STUD WALL - SEE ARCI-I'L. SEAM �, ;1" HEADER WHERE NOTED I 2 3 4 SICK 3/4"=1- s& 1/2"=1'- S& 1"=1'- 567 1"=1'-0" 56 1"=1'-m" - - 2 x 4 FLAT 6 24"o/c-----, TRUSSES NOT SHOWN FOR CLARITY SIMPSON HUG 46 -IV POST i END WALL TRUSS SIMPSON LSTA 15 CENTERED i ON SEAM SEAM SIMPSON PUG 46 x =MM..- L i i —.~,r - SEAM SEE PLAN •, i I 3-10d AT EACH SIDE 1111111M/E111 I 1511,11 LIL BEAM — DSL.STUD - 4 x POST UNDER BEAM BEAM BKE INC. SIMPSON PUG 46 INSTALL ' USING 010 x 11/2"SCREWS ; ; STRUCTURASTUD AT EACH SIDE ENGINEERSL I ,T1\ OF POST 2700 SE HARRISON ST.STE B WOOD STUD WALL MILWAUKIE OR,97222 503-607-0481, FAX 503-607-0486 PLAN r0 1 8 S/ CJ I"=1'-0" 5& 1"=1'-0" 5& 1"=I'-0" Ile.DIINP , / Akvi 9. / r r itow!a ip, • 30, 141 �. • <</4M G.9*-E'' EXPIRES:12/31 /2017 eda 4( • ; )>v ARCHITECTURE IN COLLABORATION WITH ‘ „/// Martinez Design Group Inc. • Hall Pointe Townhomes 8753 SW Spruce St. Tigard, OR 97233 Project Number 1 5-1 75 Date 6 SEPTEMBER, 2016 BUILDING IICII DETAILS 0 a S6 0 N ; 7 L Et C Scale NOTED Q GENERAL NOTES SPECIAL INSPECTION WOOD FRAMING 1- Required special inspections shall be preformed by an independent special I. All 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 *I,unless noted otherwise a During the taking of'concrete test specimens and the placing of reinforcing b. Bucks,blocking,bridging$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 I,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 *1 REQUIRED STRUCTURAL SPECIAL INSPECTION DEFERRED SUBMITTALS 2. Crossbridge or solid block at S'-0"maximum o.c. for solid sawn joist 2 x 12 and larger. INSPECTION 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 n9 REFERENCE REFERENCE CONTINUOUS PERIODIC these deferred items are to be submitted to the architect and engineer resistant issues for anchors and fasteners 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 into pressure treated wood shall be corrosion resistant in CONCRETE stamped by an engineer registered in the state of'Oregon set a. Trusses accordance with 1BC 2304.9.5. " OR " REINFORCING STEEL 1704.4 ACI 318 1.3.2.0 PLACEMENT 1907.5 ACI 318 7.5 X GENERAL • Where pressure treated lumber is required at consealed interior location not 1913.4 1. These notes set the minimum standards for construction. The drawings govern exposed to weather(silt plates,ledger,etc.)use a sodium or zinc borate treatment _ 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 toweatherbe installed with 0# felt between WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 osemay y 3REFER TO STEEL FOR WELDING REQUIREMENTS 2. Contractor shall verifyall dimensions and conditions on drawings and in 1903.1 AWS D1.4,SECTION 7 the wood and the concerte(or masonry)in lieu of using pressure treated lumber. the field. Coordinate locations of openings through floors,roof and walls with ro. All nailing to be per Table 2304.`.3.1 of the I.B.G.Nails called For on the 1704.4 architectural,mechanical and electrical plans. Notify design agency of any drawings are to be common. ng1904 ACL 318 1.3.2.A discrepancies. VERIFYING USE OF REQUIRED MIX lc I. Cutting and notching of joists not allowed.I diameter hole may be drilled in the DESIGN (5) 1905.2-4 ACL 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. S. Studs may be notched in the lower 1/5 of the height of d stud for electric an1913.3 - 4. The contractor shall be responsible for all required safety precautions and plumbing pipes,but nopart of notch is to be deeper than 25�a of width of stud. 1704.4 ACI 318 1.3.2.D methods,•techniques sequences,and procedures required to perform his work. p CONCRETE PLACEMENT 1905.9-10 ACI 318 5.9-5.10 X 5. First floor shall be permanentlyattached to wallsprior to back fillingagainst Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in _ g center 1/3 of their height. POST INSTALLED CONCRETE ANCHORS structure. 'S. Sheathing to be APA rated with exterior glue,nominal size as noted on the T 6. Where reference is made to ASTM,AISC,AGI or other standards,the latest drawings. Install roof and floor sheathing with face rain er endicular to issue shall apply. g p p SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT ppy 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, amended b the State of Ore on and all other state and local codes and vertical and block all edges of sheathing with 2 x 4 or thicker blocking. CONCRETE AND COMPLETED 1704.13.3 REPORT X CLEANLINESS OF THE HOLE AND ANCHOR,ADHESIVE y ly Block roof sheathing where noted on drawings.See plan for nailing schedule. MASONRY EXPIRATION DATE, ANCHOR 1 ADHESIVE INSTALLATION, building requirements that apply. 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) 250/s .Ft.(snow build up ` -- q per manufacturer's specifications with the following stress ratings loading as per ICC) Timber Strand(LSL) Fb= 2250 psi sF Fv= 285 p$i TABLE 2 b. Floor Live Load 40 p = 1560 ksi 'Ohl,.■■ REQUIRED TESTING for SPECIAL INSPECTION 111E11111 IIIc. Wind 120 mph,(Ultimate) Microilam (LVL) Fb= 2600 psi TESTING Exposure"B",1w = 1.0 Fv= 255 psi - -- E= 2000 ksi IBC CODE CODE or STANDARD FREQUENCY EVNLEIN d. Seismic Risk Catagory- II SYSTEM or MATERIAL REFERENCE REFERENCE REMARKS BKE INC. IE = 1.ID Parallam(PSL) Fb= 2'300 psi CONTINUOUS PERIODIC s,,,5 = 012 Fv= 2e0 psi CONCRETE STRUCTURAL SDI = O.3 E= 2200 ksi ENGINEERS SDG = p 2700 SE STE B R = 17-0" ! 12'-0" 1/2"APA RATED(32/16)SHEATHING. ATTACH SHEATHING WITH Sd 6 6"o/c EDGES,ad 612"o/c FIELD `B e SID 51D l`�-' SID `�"' .�' SQ \ _ T I m _ 1/2"APA RATED(32/16)SHEATHING. 1 ATTACH SHEATHING WITH kl _N N- Sd'd 6"o/c EDGES,Sol e 12"o/c FIELD - x —rii �1v x X x 6 I - ••i"..., •- •••• 41 , lifil 1011F-..........,07) `+'' `+'' S D 51D 15"�FOOTING- 111m6` TYPICAL I018" FOOTING-(1_0) I 01 (7\4 1DTYPICAL 0 S1D 1 I SID NN Pi X ill cv X CO C4 _el x `I 6 0 a st No S 51D o - S1D _l-0 0 1 Q 0 0 1 /i�l ' �t `+'' SID `�' B N e4 x x 0 cv cam, �4 .. 6 x x xo _ SID 51D l Tl T I_m 0 \ --. —i0 - ■ II■r•■ • ■[■1 ■1 NORTI-1 NORTH NORTH NORTH ■.M\ ■■ 1 FOUNDATION PLAN 2 ROOF FRAMING PLAN 3 FOUNDATION PLAN 4 ROOF FRAMING PLAN el ID CARPORT AT $UILDINC A 1/5"= 1'-0" 11) CARPORT AT /BUILDING A 1/5"= 1'-0" S1D CARPORT AT $UILDING 5 1/5"_ 1'-0" 1D CARPORT AT MUILDING $ 1/5"= 1'-0" BKE INC. STRUCTURAL nV. ENGINEERS �-- S x S POST 2700 SE HARRISON ST.STE B JOISTS NOT SHOWN JOISTS NOT SHOWN MILWAUKIE OR,97222 FOR CLARITY FOR CLARITY 503-607-0481, FAX 503-607-0486 . PAVING J7 7 L -SEAM-SEE PLAN SEAM-SEE PLAN IIID - . 111111 1 � / �cDPROF IIII . vl . I - 7 111111 - - ` - » .. » � �� ,,.�, -. ;�� =11 " ' _ - I I ' _ - SET POST IN CONCRETE » « µ » „ ,../. �_ IIII- °=IIII FILLED HOLE I K» » M M /4 a 1/2”APA RATED(32/16)SHEATHING. —=II - - " Q " - r II= CAST CONCRETE AGAINST I ‘ _ ( 12'-m" ATTACH SHEATHING WITH f FIRM UNDISTURBED SOIL --- IL ' - f,• V.= / / Sd ' 6"o/c EDGES,Sd rat 12"o/c FIELD o �6 SIMPSON GGQ X05 SIMPSON EGGQ 68 �y 30 r 19 m a - I a POST CAP POST CAP X44 44M G-8''3 I - , SID EXPIRES: 12/31 /2017 II - _ -1- 0-' Q ;a -- - • II - - 111= a I I a SID rd \ ❑ . -j II 10 VII o- " q 1111 � � � � f= "� — POST �r - POST " 1)j � IIIII oo . �II I illi \ 0 El - • . • - . . e d a la"4,FOOTING- 0 \ \ - IIII111111111111111III_ A _ -—1iii1—iiii1i111I I • TYPICAL th 51D ii 1 I 15 D 30"4 <,,a 9 t< > — x x el SCD 1„=i'-P" 511:) I"=l'-0" 1► ARCHITECTURE x 01 51D COLLABORATION WITH _i_E' 1 ) CO ' SID `IL a 0 \SID �' / EDGE NAIL 2 x FASCIA es, {,, -SEEARCN'L. Martinez Design Group Inc. 6 —x so JOIST- SEE PLAN PLYWD • EDGE NAIL ��¢� �� Hall Pointe „ SID = PLYWD �r + Town ho mes --- �, ,; ;°,' 0 2 x FASCIA— —¢--- — 8753 SW Spruce St. Tigard, OR 97233 SEE ARCH'L. -- ��r ��y�— 2 x 5I-KG WITH Project Number Y r��-- 1P�d TOENAILS«� 6"o/� _ 15-175 \\ 4 it 1 /JOIST-5EE PLAN �- SEAM-SEE PLAN Date 4 AUGUST, 2016 \� (c IOdAND CARPORT PLANS 2 x BLKG WITH 3-lOo AND SIMPSON H5 SIMPSON H5 AND DETAILS I LS �„BOG NAILS AT EACH JOIST AT EACH JOIST o _ FOUNDATION PLAN NORT 6 ROOF FRAMING PLAN NORTH Q SID CARPORT AT ,IILDlNG C 1/S"= 1'-0" ID CARPORT AT BUILDING C 1/S"= 1'-0" SEAM-SEE PLAN N 10 11 S 1 D ,,ct, STD 1"=V-m" S11 1"=1'-0" DO NOT SCALE FROM DRAWINGS as - VERIFY ALL DIMENSIONS WI ARCI-1. Scale NOTED o