Loading...
Report ST)Ol7-00033 OFr RECEIVED NORTHWEST MAY 3 0 2017 ARCHITECTURALLLC CITY OF TIGARD BUILDING DIVISION 19705 S%1 65th Ave.Tualatin Oregon 97062 nwarchitecturalWgmail.com Phone-503-619-7070 May 30,2017 City of Tigard 13125 SW Hall Rd. r'' ° Tigard,OR 97223 RE: New Entry at 13185 SW 115th Ave. Tigard,OR 97223 for Record ID: MST2017-00033 NEW TWO STORY HOUSE ENTRY: • New South entry is 156 livable sq. ft.— 13' x 12' • The new entry will be replacing approximately 37%of the original deck and all the exterior entry stairs. • The new deck is now 640 sq. ft. The original deck and stairs would of been 1015 sq. ft. • Additionally, in the vaulted entry ceiling, we will use"Hunter Panels Xci FOIL"rigid insulation. Panels are 4.5"thick with an R-Value of 30. The panels are cut tight to joist with no ventilation. REVISION ou, lip*/ �iiith;001 of °gar I ApOvOd P!an ' CaitlinK1emperu• 1p� �' Project Manager BY DFf"e L _M w .11 —I. 11,p�1 P I Hunter Panels Xci Foil Ali• Polyisocyanurate Insulation Manufactured On-Line to Foil Facers H u + E R HUNTER PANELS Xci FOIL DESCRIPTION Xci Foil is a high thermal rigid insulation panel composed of a closed cell polyisocyanurate foam STEEL STUD " r` core manufactured on-line to an t . impermeable foil facing material. It is designed for use in commercial 1/2"GYPSUM BOARD and residential wall applications to provide continuous insulation within the building envelope. WRB* BRICK TIE TAPE(OPTIONAL) FEATURES AND BENEFITS EXTERIOR BRICK FACE • Polyiso offers highest R-value per inch of any foam plastic DRAINAGE board insulation SPACE •The location and number of WRB's in the wall assembly are determined by the • Designed for use in continuous insulation to assist in meeting architect.Contact Hunter Panels for a list the most current ASHRAE 90.1, IECC, IBC and IRC standards of approved WRB's for each assembly. • Manufactured with NexGen Chemistry:Contains no CFCs, HCFCs, is Zero ODP,and has virtually no GWP • Lightweight yet durable,easy to handle.Cuts with a knife or saw. APPLICATIONS • Provides continuous insulation(ci)for standard wood frame, Typical Physical Property Data Chart steel stud,CMU and masonry cavity exterior wall construction •Suitable for masonry cavity wall applications Test Note:Xci Foil is not suitable for exposed interior applications. Property Method Value PANEL CHARACTERISTICS •Available in three compressive strengths per ASTM C 1289 Type 1, Compressive ASTM D 1621 20 psi*min. Class 1 Grade 1 (16 psi),Grade 2(20 psi)and Grade 3(25 psi) Strength (138kPa,Grade 21__ •Available 4'x 8' (1220mm x 2440mm)panels in thicknesses of 1" (25mm)–4.5" (114mm) Dimensional 2%linear change •Other sizes are available upon special request—(for example: 12", Stability ASTM D 2126 (7 days) 16",or 24" width) CODES AND COMPLIANCES Moisture Vapor <0.05 perm •ASTM C 1289 Permeance ASTM E 96 (2 875ng/(Pa•s•m2)) • IBC Chapter 26 and IRC Section R316 • NFPA 285 passed,contact Hunter Panels for details A,ti Water • ICC-ESR-3174 Absorption ASTM C 209 <0.05%volume • DRJ Technical Evaluation Report 1402-02 C°""°"°"•i"s`i"i°" p NFPA 285 APP • Miami Dade County Product Control Approved Service -100°to 250°F • Numerous UL 263 hourly designs(contact Hunter Panels for details) Temperature (-73°C to 122°C) WRB The incorporation of Weather Resistant Barriers(air,vapor and moisture) *Also available in Grade 1 (16 psi)and Grade 3(25 psi) is a critical element of a wall assembly.A design professional familiar with local code requirements should specify the selection and placement of any WRB. Furthermore,it is recommended that a dew point calculation of the proposed assembly be conducted to determine the type and locations of a proposed WRB. Note:The NFPA 285 fire test is an assembly test. The performance of the WRB must also be considered. Please consult Hunter Panels for details and specifications. Hunter Panels 15 Franklin St,Portland,Maine 04101 888.746.1114 Fax 877.775.1769 www.hunterxci.com . Hunter Panels Xci Foil Polyisocyanurate Insulation Manufactured On-Line to Foil Facers R-Value Calculation - Cavity Wall Systems Comparison Xci Foil Thermal Values 2"Polyiso 2.5" Polyiso 2"XPS Inside Air Film .68 .68 .68 Thickness Thickness R-Value* (inches) (mm) 8"Concrete Block 1.11 1.11 1.11 Insulation 13.30 17.00 10.00 1.00 25 6.5 4"Face Brick .44 .44 .44 1.50 38 10.0 Outside Air Film .17 .17 .17 2.00 51 13.3 Total Design R-Value 15.70 19.40 12.40 2.50 64 17.0 3.00 76 20.3 WARNINGS AND LIMITATIONS Insulation must be protected from open flame. Hunter Panels will not 3.50 89 24.0 be responsible for specific building design by others,for deficiencies 4.00 102 27.0 in construction or workmanship,for dangerous conditions on the job site or for improper storage and handling.Technical specifications 4.50 114 30.0 shown in this literature are intended to be used as general guidelines only and are subject to change without notice.Call Hunter Panels for *Thermal values as per ASTM CS18 in accordance more specific details. with ASTM C 1289. INSTALLATION HUNTER PANELS Xci FOIL Install Xci Foil between the concrete block wall and the exterior masonry. Attach insulation panels against the inner wall using construction grade adhesive or mechanical attachment.Xci Foil may also be applied directly ' . to oil based waterproofing adhesives. POSTINSTALLATION EXPOSURE - "' During the time frame between installation of Xci Foil and the application = he inished be : itY.b''''' of tap fl ed to the Xci Foil.r cladding, building hash of been building eci ied ALLCRETE � . "" f UNFACED FOAM EXPOSED TO DIRECT DAYLIGHT(i.e.corners,window MASONRY ' and door openings)should be taped with a compatible waterproof tape. WALL Xci Foil is not intended to be left exposed for extended periods of time ' (i.e.in excess of 60 days)without adequate protection. Please contact WRB* ' Hunter Panels for details. ".: JOB-SITE STORAGE BRICK TIE TAPE(OPTIONAL) Good construction practice dictates that all insulations should be protected EXTERIOR from moisture and direct sunlight during job-site storage. Pallets of BRICK FACE Hunter Panels Xci Foil are double packaged in a UV resistant polyethylene bag.This moisture resistant package is designed forprotection from DRAINAGE SPACE P g 9 The location and number of WRB's in the elements during flat bed shipment from our factories to the job-site, the wall assembly are determined by the and for storage on-site during phase construction.Outdoor storage for architect.Contact Hunter Panels for a list extended periods of time(i.e.in excess of 60 days)require additional of approved WRB's for each assembly. breathable waterproof tarpaulins and elevated storage above ground level a minimum of 4". VrI LEED POTENTIAL CREDITS FOR POLYISO USE Ali I Energy and Atmosphere •Optimize Energy Performance •Measurement&Verification rNEGEN Materials&Resources H U N --I- E R •Material Reuse •Construction Waste Management •Recycled Content •Local and Regional Materials PIMA n 888.746.1114 Innovation and Design MANUFACTURERS•••°^IA•I°° www.hunterxci.com 02-15 h HUNTER PANELS Energy Smart Polyiso - PIONEER ENGINEERING LLC P.O.Box 788 Phone (541)746-5841 Pleasant Hill,OR 97455 Fax (541)393-2651 Engineering for Foyer Addition to Residential Structure igiONftitto Location: cz, T1, TA 4` 4 At 6 T84P (7* 13185 SW 115th Ave. c-0 %HI -0 OREGON 4- 1.11`1.' 1;.(=ARti 46t Tigard R c;Z• Cl; V1S10) 44f cl_c0 Oregon EXPIRES: 12/31/17 DATE: 6/2/17 Design Criteria: Sheet Index: 2014 ORSC& 2014 OSSC Cover Seismic Design Category D1 Dl-D2 Details Wind Speed= 120 mph L1-L3 Lateral Calculations Wind Exposure B Vl-V3 Vertical Calculations Roof Loads: SL =25 psi DL= 15 psf. Floor Loads: LL=40 psf. DL= 10 psf. Wall Loads: DL= 8 psf. SHEARWALL NUMBER " 0 A NUMBER AND TYPE OF NAILS (2•2-,) 2-se (00 8 2 1(to /7-- A WINDOW OPENING G 40 B .1 PIER DESIGN (WINDOW) I KT.& sw c SHEARWALL NUMBER A ` ) LS A3a NUMBER AND TYPE OF NAILS `Z 2-) t B B A DOOR OPENING PIER DESIGN (DOOR) N.T.S. Ce .i -- L.1 (.4z,c9 LI dpil{ , Z J ' L_ Yom` y-� � } i� . -.. S � Aj Y • 14 i 2- ? eft ) ( LAS i) . 1 4,,5 , ' `x .5 art S ( 4' ' / ( +r�r.s` \ - - " (SS.� 41S415 )('41 r I}' -7/, fes -! ( f"z �' 4 .'., L t O` - `.� 15 t 1 2.4'S (I ° ) t $ Le) ) 1 0 . rise..- . C0 - tz. - 11,..1 'r — (eg ,i2 bit(-)--rifs 12-` 1 2-915 141' - 313(0 0 ) s I t: s /11,7 E. 4, tz. , °A 7,04-it P . S i Olin 1 1111111 i . . 1J i SEIM IT IO , 9 1111111f 11 rj ,_ : . Di qii 13 III"' 6 ri tn Olin 11111101 I i 11111111.'" F Nuns NumEam im _ I g flIlw g friw f —IFIll f g illw g flgR xi i 4 x E i 3 x i k s 21i, l , r24 24ill ; 241 ilf 8i' - 6 i . 1 !•! '-4, i i I ! .;' - i F Fi i g 1 P " 4 1;' i 2 i , 111 4 I ! ifIl 4 4 1 11111 4 - „ III . i II 2 2 I 1 r 1 2 i 1 di 4 .2 f 1 I i 1 il i I I iN ! 6 i i i N ., I 6%III 1 1 01 i 11 « \.0 1 4 ; § i ; -4 1 6 tai 4 G I 1 i a i 4 6 § 1 i i ] ] DI ; 1 01 1 il 1 1 ii c] F'' gi i... 11 11 1 g 1 B g „, t i 1 ! f,, @0] 1 :°, 1i i :,), Ji 4 .. r f F JJ JJ J4 4 , 4 a 0 1 4 1 8 t 6 g r 4 ] 1 f f 4 4 ] 5 4 , 4 f 1 al .• 4 1 ..• i i te -4 4 II 5 03 4 4 i w 1 ji 1 4. fsi • L Ac ,.a / tri W r - . ' �� m .. ,•. . gym. ., , c �S '° ..11 `1 ` �. ' x,.1+1 '-',/%2i L marl). 'sv,ts ( � ViLi i'i -7 _7/I' (... 1". i . I t Z T7 1-, :. ( ) 5.- + ''. ,, q, . , -7 .04 ,4 " =t" ` . c-z ..... it (- („- 1 s -I, k ‘ ._ it 611 : 11.1) ,x . �, ti %e: ., 1 4is _ T 14 -9) . 4, ' Yid 1 Q.Pbio2 - 1.-4 "”) e2 Q496 ' c°2-1;)7 C?P".<3-7 ,7-I - c'si'vras ., , 0 .. ; cl.J-74)-7X e 1 c 5,, -- 0-8. ., ' , ,, _ gym ' - _ ` ' trr rtx-a -r u -.t, L_ - �Z , = S' S - 'e rt . C y / cel --7 .. , 04. •t , , { tC) � ,- (c -- 1 _ .., . ....c. , , 2.. . x 1 z : , ., ,. , „ , , . „ i , , . , t , , .,. , , ] , : „,,..„ „,. , , .... 3 13/if-S-S t r+1 /IST,4irt_ I E I \ NORTHWEST 3' CHAIN LINK 2S 103CA-00110 „ 'I , LLC HITECTURAL 6'FENCE ; 1 _-\__\` FENCE 13185 S.W. 115th Avenue i e Bruce Sinkey-Architect ��_ S 5 0822„ E. D.6,4-2;) D ERj DOC Tigard, Oregon 97223 g .., .... y 159_3 1i. . I ; X09,jO ZD4 i I F �+ j 3, �'ffi''5/8" IRON ROD C� C py 3' CHAIN LINK Et ELEV=114.5' FENCE ON LINEI i ,e ,...A CONTROL: . o� PROVIDE SILT FENCE AND j aoa G CONCRETE CLEANOUT- OF 0 VERIFY LOCATION ON SITE. a ng: mitten inalenal appearing herein land and bed work of the E .b,n,.,dn,y e.•w a used or 11 r � /L-Lj g d......4 without when con.eMol lne atlilrct PARCEL 3 N —7 9°q-4 42 75° 5 41, TAX LOT 111 / 1 O Lot = 8,467 SF 5 94 " = t o. �' 22-853• 7 , TRI • L) a 115TH AVENUE °G��\ O� Ex. Elev. ! o ADDITION � �Gj ,�'j PARCEL 2 234.58' � h :x. Elev. TAX LOT 110 I cu) it N 240.12' Lot Area = 16,414 SF R w o * \, r 1 I Z 5 RECEIVED co 0 00 Oof PARCEL 1 �, 48'-4° az N ���1 aJ (��� O TAX LOT 101 (O,C) 0 / )1111 .e.- F uuli z�. 0) / \ Highest Point of Ridge Cl .______1_0[4] o ' '1 �` ' y Lot =9,787 SF [2] DL oN) / @Existing Roof=25370' U J C. 0J t I.-..z.t :M"v i", / Exis ing House (+21'-11°) I ,; H W �— .. Yr- s n/ / to R- plain EW FOO -• .T , Highest Point of Ridge 0I' —_—_ / = 1,938 SQ.FT. ' @ NEW Roof=254.75' O -7 1� // \ (+22'-9"),.......,0 1::::./ % /�,jfj / q231751 ft 6COOD - Existing Main Level �� o NEW ENTRY F.F.Elev. =240.55' !: „` •.� PACTIM —__ - 156 S.F. ADDITION — - I SW „ .,�.� 13185 SW 115TH AVENUE : _ 1°6.-10- • (SHADED AREA) CONCRETE 1TIGARD,31855 115Th .� DRIVEWAY ; 1 GENESIS In N 2,606 SQFT '' LOOP "'"` \r _ r, o N �: - 5/242017 OM MIME N 1/2" IRON ROD ��(�„ _ o —— ELEV=109.1' I 1 - �n\s _ Ex. Elev. 00 •" CONCRETES tea, 11 1, mss'\\\—.—, 236.22' CURB PROIECTRUMBEli LOT 3 1 \ .7�� —_,` r o 1 N 7508'22�s,� d- I ro I` 11 „ W ni ..a„.f ��„ I I SITE PLAN 1 1 `s' 3g 24' 6' WOOD 11 �1 1/2” IRON PIPE � �..`� _ FENCE Ex. Elev. 1 \ LOT 2 ELEV=101.9' 3 J ��m ` \\ ‘`` I R 75°O "`� 221.03' 0 ERR LOC v 8 <2"���.*` - (--------- . 1 , A c K E T 1 z J �'�.,`h\ �, New Entry H 1 1 0 �� 1 Addendum 1 SITE PLAN \ \, x ¢ LCT 1 1 SCALE:3/d2•=1'-0' 1 , W 1 , 1'' NORTHWEST s ik, ARCHITECTURAL LLC I o Bruce Sinkey-Architect . - d '11 g 503.819.7070 I_ J .1 bsinkey@9mail .com i EXISTING XO EXISTING DINING ROOM GARAGE s 43AR%, XISTIMECHANICAL EXISTING 8 4 � NEW(2)1 3/4"X 9 1/2"MICROLAM LVL /� ENTRY q EXISTING FURNACE a « oma' FLUE FROM BELOW DOWN 14 RISERS NAILED W/(2)1/4"x 3 1/2"SDS @ 12"o.c. VESTIBULE oFo @ 7 3/8"EACH USE SIMPSON HU28 FACE-MOUNT j (3)2X4 POST AND 11 TREADS HANGER EACH CLG.JST.W/(6)10d - - @ 12"EACH TECO NAILS EACH SIDE TO F.O.B. '. _ ♦n drawings and wria.n material appearing herein 3 2X4 POST NEW BEAM t unpublishedconst"un°original and worka'n. USE FACE-MOUNT N LUS 410 HANGER +2 LANDING O DIRECT VENT ".nn«E and may me be duplicated,used or FACE-MOUNT LVL CONNECTION ,; ► 4X8 DFL#1 �� ` J _ \ \� M=TAL INSERT II \ \ s disclosed without written e.r"«a.rthe+r.nn<n. 36"TALL HALF-WA L I 30"WIDE o .8 EXISTING Q \ W/WOOD CAP I o I ACCESS DOOR 0 -\ PROJECT M"E. LIVING ROOM LL all l \ z I 3/0x6/8 Ce N 115TH AVENUE Q U OP 1-LITE w �O I \ fU 210x3/0 o EXISTING 2-STOR TEMP.GL. 0 M ; ADDITION 34"-38"HIGH CONTINUOUS <° \ I B'ELOW . FIXED N BONUS ROOM u_ g HANDRAIL MOUNTED ON _ FOYER ..6\ \ PLATED RAIL BRACKETS �,/ m ��O / / N w N O o TO WALL STUD OR BLKG. 18" 4-0 -4' 4'-0 M 4'-0" 2'4" 4'-0" o RETURN ENDS TO WALL. I / '-c 2/0x3/0 o E e x X w B b CV Ch O_ f0 Z N M I ^ FIXED CV 3/0x6/8 a E` " -' ISSUES ASO REVISIONS c�.1 �\ 1 LITE N ion (3)2X4 POST N u \ TEMP.GL,1 ,— ;f:? Symbol o.�c"R mRa /\ Ci, 2/0x3/0 Q iiimm. UP 14 RISERS X No �_Al \ I'1 ✓ \ FIXED iv LL H Nt- @ 7 3/8' EACH 0 \To _ ib ANDyI TREADS\ _ Q ;t @ 12"EACH - od +2 LANDINGS o- M / (R.O.=24 1/2"X 36 1/2")\ `� - - - ih --2/0x3/0 2/0x3/0 •0x3/0 4/0x9916 sail CEILING FINISH: FIXED FIXED ED NEW 4X8 WINDOW/DOOR FIXE 1x4 SMOOTH CEDAR T&G 1'-2"W/V-GROOVE DOWN HEADERS TYPICAL U.N.O. (P,.O.=48 1/2' 114 1/2") ®u"B " r B " B B " PRn.ECYMIE3-2 � 2 4-3 / 4'-0" / 4-3 / PROEc1AmwEss 13185 SW 115TH AVENUE ir MUM ADDRESS TIGARD,OREGON 2'-9" 2'-0" 6" 2'-0" 6" 2'-0" 2'-9" 1-2" 10'-4 MEE / // // / DIRECT VENT F.P.FLUE / INSIDE 05/24/2017 12'-6" / UL LISTED'0'CLEARANCE / 12'-6" 3'-0" " ° ERE NAME/ • DFMN BY Man BY i e""' 10 e'e 4 -0? )e, Pe✓c 3 PR9ECE NUMBER �1 UPPER LEVEL FLOOR PLAN /2 LOWER LEVEL FLOOR PLAN FLOORPLANS ORPLANS SCALE: 1/4"= 1,-0" SCALE: 1/4"= 1'-0" � � 156 Sq.Ft. ADDITION 905 M0,IER New Entry . 0 Addendum I I r 1 I' NORTHWEST X ED a ARCHITECTURAL I LLC X m Bruce Sinkey-Architect 1 503.619.7070 USE SIMPSON LUS 410 HANGER NEW(2)1 314"X 9 1/2"MICROLAM LVL bsinkey�gmaJLcom FACE-MOUNT LVL CONNECTION NAILED W/(2)1/4"x 3 1/2"SDS @ 12"c.c. USE SIMPSON HU28 FACE-MOUNT Ve f, HANGER EACH CLG.JST.W/(6)10d TECO NAILS EACH SIDE TO F.O.B. •\____ (2)2X4.POST (2)2X4 POST • cDARC 2. BRO4 _ (3)2X4 POST _ _ NEW BEAM �``� r� _ — \ r \� an if'////�///// //iii1` �I 4X8 DFL#1 \` / •' r �a / t • ice O (3)2X4 POST O I G�� GDS O OFO.� �5� �5� O iii U JML arawLo9e aaa w"ne"maMrieL aLwearm9 Lwram 4 Q wutiQRe onginaL and u0900i slava work of aw P% STRAP UPPER STUDS arM ,anamay"a,B.a,,,Nce,ea,,„eaor p„ TO HEADER BELOWfY r s;�Q I mi . o /L/o O n PROJECT NOMEI II ''� 115TH AVENUE S�G�O �1 5(3)2X4 POST _ � 1- . I ■ d ADDITION ,,„ '1 i% ,,m,ss - O `��` o Aior_ ,:::_P?-er: - cv., , 5 ISSUES AND REVISIONS Js Doi Date Comments 1 ' fatei%• // // /.� 1 , „,////// /////////////✓ „ A _1 . I/1P _ 0 0 0 0 ir I 0 \_ NEW 4X8 WINDOW/DOOR INSTALL LSL RIM JOIST 0 =_ O HEADERS TYPICAL U.N.O. @ 2ND FLOOR LEVEL: BALLOON FRAME WALLS -- FRAME WALL ABOVE 2X6 STUDS @ 12" O.C. STRAP UPPER STUDS AND BELOW. SCALE TO LOWER STUDS CLIENT PROJECT N4ME PROJECT ADDRESS 13185 SW 115TH AVENUE PROJECT ADDRESS TIGARD,OREGON UPPER FLOOR LOWER FLOOR 0PHASE 5/24/2017 DATE FILENAME DRAWN BY CHECKED BY PROJECT HUMBER SHEET MU STRUCTURAL STRUCTURAL NOTES: SHEAR WALL NAILING: O PIER DESIGN: SEE SHEET D1 OF CALCS. 7/16" OSB OR 1/2" PLYWD SHTG. @ PIER DESIGN: SEE SHEET D2 OF CALCS. FIELD = 8d NAILS @ 12" O.C. SHEET NUMBER EDGES = 1 8d NAILS @ 6" O.C. ©(1) SIMPSON LSTA 30 STRAP HORIZONTAL: BEAM TO WALL 2 8d NAILS @ 4" O.C. New Entry OD (1) SIMPSON LSTA 30 STRAP HORIZONTAL: WALL TO WALL 03 Addendum E NORTHWEST h I\.. ARCHITECTURAL LLC Bruce Sinkey-Architect 1 503.619.7070 OVERFRAME 5 EulnkeyEkimafl.eom CRICKET MATCH EXISTING: i 3:12+/-SLOPE 4X4 RIDGE POST W/ NEW COMPOSITION ROOFING 1. 2X8 COLLAR TIE EACH SIDE ROOF PITCH @+/-4:12ti \ DF`fir #1 MIN. EAVE OVERHANG @+/-30" s �S` DARC � (APPEARANCE GRADE) FASCIA BD.&CONT.GUTTER 8 eV. 1/2HARDI-PANEL SOFFIT FINISH firI now ttr TEM � vi- o\L\ y,D ARct8 `fir EAVE O V architect and may net be duplicated,used or --- \ ditelosed without written consDA0 alba mended 1 \ J , Ns1 1 `, N EXISTING CONC.FDN. I ' €j- I �Q- PROJECT"'� WALLS TO REMAIN wd ti%, g 115TH AVENUE i, _ Z r. ..I \ — F� +t ADDITION NEW 5"C• CRETE ' 'B FLOOR • fxw W/#4 BARS c 24" •.C.E.W. . �� — _ .. _ — O ON 4"MIN.CO AGGREGATE FILL I• 1 i..? \ — — i,.� W/6 MIL VAP eR : RRIER I — — - — — ISSUES AND REVISIONS G 'a•I \.— — , !'��� \S),s, I Date Comments T. E.171 I 1/2''0x 0"A BD@ 48 O. 4 I I•, \\)* _ It P — -- � JI .<S) / (,i NEW 6"CONCRETE STEM WALL «NNE `Z` 43' (TOP OF WALL TO MATCH EXISTING) PROJECT" ME S 6' ON 24"x8"CONCRETE FOOTING AIME ADDRESS 13185 SW 115TH AVENUE / (2)#4 BAR HORIZ. STEM WALL MACE ADDRESS TIGARD,OREGON (2)#4 BARS HORIZ.TOP&BOTTOM (1)#4 BARS VERT.@ 48"O.C. 12'-6" 3'-0" PHASE / / / 0524/2017 12'-6" 917E RENAME ir 1 2X8 RAFTERS @ 24"O.C.TYP. (5)16d NAILS EACH TO POST DRAW BY MEMO BY W/MIN.R-30 RIGID POLYISO INSULATION PROJECT muMBm 1 FOUNDATION PLAN9mE,° FOUNDATIONPLAN 2 ROOF FRAMING PLAN CSCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" ROOFFRAMINGPLAN SHEET NUMBER .. I 1 New Entry Addendum I \►'\ NORTHWEST I (( (\, ARCHITECTURAL LLC �� 'af 50.919.7070 I - `1 (0 9 ( \1 I La - L( tip 9 bsinkey�pmalLcom m AR SHEARWALL NUMBER ` o� StAiG! S 5 OFO G SHEARWALL NUMBER LS ?Ala A A A\3 a al drawk cs materialw s written material appearing m wn.e l Z L. ! 3 constitute original and unpublished work of the NUMBER AND TYPE OF NAILS �1 ada°"tand may w'eta°"oa'teused°` disclosed without wean consent of the wend... NUMBER AND TYPE OF NAILS ZZ) 1 O Zy( , B B 6- Rua 50E: 2 I 115TH AVENUE ADDITION ISSUESANORENSw9s t -- Date Canments WINDOW OPENING B A 1G DOOR OPENINGA -- B /7.— scNE Wert PROJECT MK PROJECT ADDRESS 13185 SW 115TH AVENUE PROia ADDRESS TIGARD,OREGON 11*SE 05/24/2017 9f11 EIE RAMS OMYM BY 0111081 na&Eawuael SHEERRmE PIER DESIGN (WINDOW) PIER DESIGN (DOOR) 411, N.T.S. STRUCTURAL N.T.S. SIEETMIMRER New Entry Addendum 3• '\ NORTHWEST g I ARCHITECTURAL LLC Bruce Sin key-Architect a. 503.619.7070 5 2 bsinkeyegmaiLeom HIGHEST POINT OF RIDGE=22'-9" 1 ��i-.a_ . FROM LOWER FINISH FLOOR ., ,_ ` s ��C ARCA, _ a � II H II II II H IE 1�1�1�1lI�I�1 ,, _ 3X �.. 2 NI drawin16 and written material appearing herein —Aw. winwilimmoraw- .6 v a constitute original and unpublished work of the architect and may not be duplicated,used or C disclosed without written consent of the architect. 2 5 II a PROJECT I - — E 115TH AVENUE E _ - _ El 1 ADDITION w 3'-0" w 1- _ 1- g _ n • ss Esakolslohu b• S Date Cements N e RO CO N mmJ ._— v- Q — Cfl -- F — i — -- � �M_ --�_ E MEIN o of " ��rrrr Ing =NM-- �I�..= ��� m 11.1 ..� — ��i� � �i�W. ..--mmiiiimimiiaeioiaieaiiii...e ��11=T111.111 ""jlirillIll."AMI� t in 1"11•1111111 = — �rRml� -11111111111111111111111111111111111111111111111111111111111111 ��� atm Al W. —11111111 11r����� ��.� _ _ ai ��_ ��� PRBJEC NOME war. - � PRBJEc nomEss 13185 SW 115TH AVENUE ameemaii _ Al PROJECEA00REss TIGARD,OREGON — > — — >• - - • 05/24/2017 — • ' • S DATE MUM WSW BY 0002088 PROJECT NUMBER 1 SOUTH ELEVATION �m� 2 EAST ELEVATION ELEVATIONS .._ SCALE: 1/4"= 1'-0" / SCALE: 1/4"= 1'-0" 00ET NUMBER New Entry Addendum • I r,i NORTHWEST E. ARCHITECTURAL L LLC s Bruce Sin key-Architect 603.616.7070 s 2 EsinkeyagmaILcom i S e` 8 OSSIARC IL Avl aaga o ' .OF 00 1 ����__ Al drawings and written material appearing herein constitute original and wpubtiahed work sidle i \ ffi architect and may not a duplicated,wed or disclosed without written consent of the emnbeet i i 8 �� /� II II II II II II II R _.------------ ` S PROECT FAME: __ �'—___� j 115TH AVENUE t _ ADDITION - 9 E - — F - 2 , _ UJ / / ISSUES AND REVISIONS ��88— SyAmbol Dale Comments f0- _ > E _ __ p __\..._ — 1— T— E.` = ct stun lIMME I 1 I I � a — � I 1 ' f I, I I '1 � I-, I )a I CUM -, , , • '. --1 L1-- —, I F--f F-_ a 1, it_i ♦ \ r---1 PRUERTWJ.E PROEM ADDRESS 13185 SW 115TH AVENUE . - ' - - - - - -• - •- - - - • - - •- PROECTURMESS TIGARD,OREGON / 12._6.. / 3.-On / P5 05/24/2017 DALE FILE RAW NEW STONE VENEER TOTAL AREA = 198 Sq.Ft. MOM R CHEM BY • PROECTM AIER SHEET TRU ELEVATIONS I 1 SOUTH ELEVATION SHEET NUMBER SCALE: 3/16"= 1'-0" New Entry _ Addendum I1''1 NORTHWEST S 'I I ARCHITECTURAL LLC Bruce Sinkey-Architect ' - 0 501819.7070 bsinkeyQpmeil.com i 1 8 A c' �,�:I •' a GD OF 0 ' iAOaawtens.a wri--t-im appertinp Mrein constitute original and unpublished work of the ' 1 architect and may not be duplicated,used or a.ebaed without mitten consent of the architect / \I II II II II H II U /�� \ i�= \\\ o \ PRCECi NAME: a 115TH AVENUE _ — ; _ f = ADDITION - ) — f - / f - — I — I • ISSUES AND REVISIONS Ls�d Dae Commis ii - — A — • MIIIIIMImomi u5T -'—1 l L_ cEN-- , OE • • wA0E 5555 13185 SW 115TH AVENUE- mEAoaEss TIGARD,OREGON I� — _1�— I-1 —� — ��� - 13'-0" 16'-O" 05/24/2017 / am Flamm NEW STONE VENEER TOTAL AREA = 198 Sq.Ft. • • BRAYUIRY MEMO BY PROJECT NUMBER 1 EAST ELEVATIONU"E ELEVATIONS SCALE: 3/16"= 1'-0" SHEET NUMBER New Entry Addendum