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Plans —y...,.._.,� w�.-. _ - -o.,„.--, -Vn l`` City of Tigard Erosion Control S t U . S. tii To.Schedule Inspections: `4 4f1 Call (503) 639-4175 Initial inspection: w Prior to footinginspection � II el( t t 0 - -.., toPriorfi l al inspection: nspection OFFICE COPY .ji,17' ° \fear //in V a . ., -` �(` Y ` CITY OF TIOARD ® > w► s Approved by Planning Pv1 5 ' `Dave Maack Sip / �, Date: 8�t3 o* " lAk‘ ° Initials: fh- l)t) cj S,_ e,r..f'r' .E.. T4 s 'e ' k r' « k l'ir s'` ' +, LIABILITY „"""""""""� ` . . �r�" The City of Tigard and its ° r t /�> k employees shall not be T1 I- 02,- tr ', , . responsible for discrepancies Approved plans x v e- which may appear herein. shall be on job site. ° • ,� CITY o - . - -" ° ; _ F TIGAItD � , .41 .,! �. ,.fi �` REVIEWED FOR CODE COMPLIANCE ., ;,..„ 5` ", ` (lit tiP Approved: [� _ -`w+f" -�.'... /_� '�y W i c \ N OTC: [ l 7—' c p t� . ;,, ,.. -: �,. Permit#: IZb • — (JZ > • . ,'$ ,f t.` ,. f , Address: 2 1 kt' r VLyt 4^ '; re'�` 1pir s t ( a1 Suite #: y, t94` ft" *; p ?i Cad"' [ It: Irk Date: $ • y A fi 0. \ 4:............,;. _. . r r,+ CX L. l� eV". tib-4'` Fes` • G ,,Y ... w � ... ._._ .e.__ —"s=-._ 2 . ...., .._- ^taxi �„ m,.,w.mL2zs .+z.•.•V.•:..,.i.;:.w10K-'d34 }x' , Pa+Y4a+S..;m'dC;r�"3.:i2&w,z�.Gia:<tYs�u l• This permit does not authorize the violation , of any rights of holders of private ,� , � easements.The applicant is urged to0 - L" x , ; contact any such parties and secure their 1, 1 , 1 c trA, approval before commencing work. k VALIDITY OF PERMIT .,,,_.)-DV ot"� (l 1. n THE ISSUANCE OF A PERMIT r E (� \�� BASED ON CONSTRUCTION P � .i RYIr DOCUMENTS AND OTHER 3DATA SHALL NOT PREVENT ?3 THE CODE OFFICIAL FROM t REQUIRING THE CORRECTION , `- .o tl OF ERRORS.ORSC 105.4 CONSTRUCTION NOTES POLE B U I L D I N G P LA N S 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDNG CONSTRUCTION.ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES NCURRED DUE TO DISCREPANCIES,ERRORS AND/OR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. BUILDING OWNER: JOHN GRANT 2. THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. REQUESTS FOR ANY CHANGES SHALL BE MADE TOME ENGINEER IN WRITING,AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. BUILDING LOCATION: 11270 SW FAIRHAVEN CT. 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION TIGARD, OR. 97223 REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: WASHINGTON 4. ALL DIMENSIONAL LUMBER SHALL BE#2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. BUILDING DIMENSIONS: 22' X 24'X 12' 5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT.ALL WOOD EMBEDDED IN GROUND SHALL BE ROOF PITCH: 4 IN 12 PRESSURE TREATED FOR BURIAL BUILDING AREAICONST.TYPE: 528SF1 TYPE V-B 6, ROOF&WALL WOOD SHEATHING(FUSED)-UNLESS OTHERWISE NOTED ON THE PLANS: ALL ROOF AND WALL WOOD SHEATHING SHALL BEAN APPROVED APA RATED SHEATHING,EXPOSURE I,GRADE C-D,EXTERIOR GLUE,7116'THICK(MINIMUM), EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NALED WITH 8d NAILS AT 6'O.C.EDGES AND 17 O.C.FIELD. 2X BLOCKING IS ROOF ASSEMBLY: COMPOSITION ROOFING OVER WOOD SHEATHING NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHNG SHALL BE NAILED WITH 8d NAILS AT 6'O.C.EDGES AND 17 0.C.FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS, WALL ASSEMBLY: METAL 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED BUILDING USE: PRIVATE SHOP GALVANIZED OR STAINLESS STEEL 8. IF PLANS SPECIFY GRANULAR BACKFLL IN POSTHOLE,BACKFILL WITH 3'MINUS CLEAN CRUSHED GRAVEL TO SPECFIED EMBEDMENT DEPTH. BACKFLL IN 6'UFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTORIBUILDER: JOHN GRANT 9. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BCSI.610 GUIDELINES FOR POST FRAME TRUSS INSTALLATION,RESTRAINT&BRACNG DURING CONSTRUCTION. ADDRESS: 11270 SW FAIRHAVEN CT. 10. IF SOLID ROCK IS ENCOUNTERED AND THE POSTHOLE DEPTH CANNOT BE DRILLED TO THE DEPTH AS SPECIFIED,THE FOLLOWING CRITERIA MAY BE USED: TIGARD, OR. 97223 A. ALL POSTHOLES MUST BE A M6NIMUM OF 18'0 AND 30'DEEP AND B.THE SOUD ROCK PORTION OF THE POSTHOLE DEPTH MUST BE A MINIUM OF 18'DEEP AND C. ALL POSTHOLES MUST BE BACKFILLED WITH CONCRETE BACKFILL FULL DEPTH BUILDING DESIGN CRITERIA SHT DRAWING LIST D. THE 6'CONCRETE FOOTING AT THE BOTTOM OF THE HOLE MAY BE OMITTED FOR POSTS BEARING ON SOLID ROCK GROUND SNOW LOAD=25 PSF 1 C1.0 COVER SHEET ROOF DEAD LOAD =7 PSF 2 P1.0 PLAN VIEW WIND SPEED = 100 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS WIND EXPOSURE =B 4 S1.0 SECTIONS& DETAILS SEISMIC DESIGN PARAMETERS: 5 D1.0 POSTHOLE, PURLIN &GIRT DETAILS Ss=0.98; SI =0.42 6 D2,0 SHEATHING DETAILS SEISMIC DESIGN CATEGORY= D RISK CATEGORY= SOIL BEARING CAPACITY= 1,500 PSF BUILDING CODES & REFERENCES COVER SHEET -2019 OSSC •gyp.:4 j DRAWING NO.: C1.0 OWNER:JOHN GRANT -ASCE 7-16 A.,`�• REV.: 0 /SHEET: 1 "ten°"=11270 SW FAIRHAVEN CT. -NDS 2012 t3 ; • . . PROJECT NO.: 12006036 TIGARD,OR.97223 0/26/2020 DATE: 26 JUN 2020 SCALE: N/A 'DRAWN BY: SA OREGON THE PLANS FOR THIS BULDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING,LLC AND SHALL BE SURRENDERED UPON REQUEST.THIS BUI[ANG HAS BEEN ENGINEERED TO CONFORM TOTHEDMENSpNSAND J� �G p1 o South Valley Engineering BUlDNG DESIGN CFdTERN SPECIFIED,AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATED CN THESE PLANS.ANY CHANGES OR MOCIRCATIONS TO THESE PLANS,INCLUDING BUT NOT ICED TO RIDINGF s 3.- 9 2p � DP.PNSIONS,DESIGN CRITERIA OR BUILDING LOCATION WITHOUT EMPRESS WRITTEN PERMISSION OR DOCUMENTATION BY THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL RENDER THESE PLANS NULL A6'4 R. tke:A 474 Ph?(503)302-70 O15Fax(888)535-6341�2 AND VOID,AND THE ENGINEER WHOSE SEAL IS AFV(ED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF MY BUILDING CONSTRUCTED REFERENCING THESE PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com RENEWS:6/30/21 24'-0" 17-0 12'-0' ' ® ®I ® W4 Z. IL B 1 S1/0 TYP e- 1 1„-0" fPRE-ENGINEERED DOUBLE TRUSS BY OTHERS TYP U O N ll cn ® _ 3 RIDGE A SIIGLE TRUSS co INSTALL PER DWG S1.0 TYP EA GABLE END 4'CONCRETE SLAB ON GRADE ® 11-0" — (7."-----18 I x 00 O OD OD a QB 10X10 0HD C 1OX10 OHD SEE NOTE 4 SEE NOTE 4 PLAN VIEW • i /';; . i j DRAWING NO.: P1.0 OWNER:JOHN GRANT GENERAL NOTES TABLE 1 Vit7" ux"Tm":°�' REV.: 0 SHEET; 2 11270 SW FAIRHAVEN CT. HOLE DIMENSIONS A 1. ALL POSTS TO BE#2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED - •• j• - PROJECT NO.: 12006036 TIGARD,OR.97223 2.UNLESS OTHERWISE DIMENSIONED,ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNER/CONTRACTOR POST SIZE DIAMETER DEPTH BACKFILL NOTES 6/26/2020 DATE: 26 JUN 2020 SCALE: 1I4"=1'-0" IDRAWN BY: SA IN THE WALLS SHOWN ® 6X6 24'0 44' GRANULAR • OREGON 3.EMBED POSTS AND BACKFILL PER DWG D1.0. CONCRETE BACKFILL MAY BE SUBSTITUTED FOR GRANULAR BACKFILL © 6X6 24"0 44' CONCRETE • J`� �G�Y i00�OHO South Valley Engineering © 6X6 24'0 4'-0" CONCRETE ��y, 9 -1 4742 Liberty Rd.5#151 • Salem,OR.97302 4.CONTRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION 0 4X6 1ST 1'6" GRANULAR INSTALL PER CONSTRUCTION NOTES cry R. vie- 1 AND OVERHEAD DOOR INSTALLATION Ph.(503)302-7020•Fax(888)535-6341 RENEWS 6/30/2i www.southvalleyengineering.com 1________________1ME __1 METAL WALL SHEATHING IIII=M111111===111111==11111111•=111111111==11111==111 17OVERHANG PER DWG D2.0 1NE=MMON==INIMMIUMM=Miiii====.111 TYP ALL WALLS 1IM1.1■1.1.1■1■1NI1■ 1■1■1■1III1■1II1■1I1 10X10 OHD 10X10 OHD METAL WALL SHEATHING PER DWG D2.0 12'4" 11111111111111 o 3LX68ND 2a-0' I I 22-0° FRONT EAVE RIGHT GABLE COMPOSITION ROOFING OVER W000 SHEATHING PER DWG D2.0 iliiminNi mmiii= imiiiiimMEN i ` PER DWG D2.0 METAL WALL SHEATHING MINIII —_--__--_ ___ _—__1 M�=M1��=�==�=MIS==�==� IMIIIIIMMIIIIIMMMIIMMMMMENIIIIMIIIIIMIIMINIIIIIMI METAL WALL SHEATHING PER DWG D2,0 12-0' 24'-0" I I- 22.0° -I REAR EAVE LEFT GABLE ELEVATION VIEWS . PRop . DRAWING NO.: E1,0 owNER1JOHN GRANT tiy�`igi ( seA REV.: 0 'SHEET: 3 Lin°N:11270 SW FAIRHAVEN CT. f P�� VS11 PROJECT NO.: 12006036 TIGARD,OR.97223 6/26/2020 DATE: 26 JUN 2020 SCALE: 118=1-0" 'DRAWN BY:SA s), ✓COREGON 0 0'1' a South Valley Engineering Fpy �Y 9 1 �0 4742 Liberty Rd.5*151• Salem,OR.97302 FN R. HERy Ph.(503)302-7020•Fax(888)535-6341 REPVEWS:6/30/21 www.southvaleyengineering.com • *ROOF PITCH PER ELEVATIONS ROOF SHEATHING PER ELEVATIONS INSTALL PER DWG 02.0 2X6 OUTRIGGER TO MATCH PURLIN SIZE PURLN SIZE AND SPACNG PER PLAN ATTACH TO POST WI(4)16d NAILS ATTACH TO PURLIN BLOCK W/(2)16d NAILS INSTALL PURLN AND PlX2LN BLOCK PER DWG D1.0 ATTACH EA TOP GIRT TO OUTRIGGER TYP EA SIDE OF POST TRUSS,OUTRIGGER PURLIN PER PLAN W/SIMPSON LU26 HANGER .' OUTRIGGER BACKSPAN SHALL BE NO LESS AND TOP GIRT iligliiMil ,. THAN OVERHANG LENGTH ATTACHMENT PER 'I� '; ; I`, DETAIL 1.1 12 `'; 1 2X FASCIA *I— ,.00 i 2X4(MN)PURLN BLOCK � INSTALL 2X6X36'LONG BEARING : ATTACH FACE TO TRUSS TOP ATTACH EA TRUSS TO I( BLOCKS TIGHT UNDER EA TRUSS HEEL CHORD W/(3)16d NAILS POST WI(6)16d OR 20d NAILS 01101���_ ATTACH EA BLOCK TO POST W/(30)16d NAILS TRUSS TOP CHORD ... __ _ TYP EA CORNER POST BEARING BLOCK PER DETAIL 1.2 I BEARING BLOCK PER DETAIL 1.1 PRE-ENGINEERED TRUSS BOTTOM CHORD ETRUSS AND NSURE FULL CONTACT BETWEEN TRUSSES BY OTHERS 1 ATTACH TO POST PER DETAIL 1.1 COMMERCIAL GIRTS PER DWG D1.0 BEARING BLOCK MUS BLOCK FULL II TYP EA SIDE OF POST COMMERCAAI GIRTS PER DWG D1.0 PER PLAN view BEARING FOR TRUSS HEEL CORNER POST 2X6#2 DF GIRTS @ 24'O.C. tt INSTALL COMMERCIAL STYLE PER DWG DLO HEIGHT PER tV SECTION B DETAIL 1.1 ELEVATION NOTE: TOTAL NUMBER OF NAILS GABLE TRUSS CONNECTION WI COMMERCIAL GIRTS TRUSS ATTACHMENT WITH COMMERCIAL GIRTS VIEWS R4. P.T.POST PER PLAN VIEW IN ALL GIRT BLOCKS SHALL BE NO LESS THAN(20)NAILS WALL SHEATHING PER ELEVATION VIEWS TYP G INSTALL PER DWG 02,0 TOP&BTM BLOCK: 1 TYP ALL WALLS OF BLOCK I 2X8 BEARINGBLOCK FREE SPLITS ANNDDSHAKES BEFORE AND AFTER INSTALLATION 2°MI\ 2X6(MIN)P.T.BOTTOM GIRT NSTALL WI(3)16d NAILS EA END CONCRETE SLAB PER PLAN NEW r 2 MIN TYP BLOCK LENGTH 1'MIN TYP AS REQUIRED T- , i d FOR NAIL OTY „1 [---I I,1 1. ATTACH BLOCK TO POST Wl 16d OR 20d HOT-DIPPED GALVANIZED NAILS HOLE DEPTH PER V\7 I P05THOLE111 PLAN VIEW I I PER DWG D1.0 TYP ALL POSTHOLES 1 I l DETAIL 1.2 -- SCALE:NTS DIAMETER BEARING BLOCK NAIL SPACING --- PER PLAN — VIEW / SECTIONS & DETAILS SECTION A y,c ., o �f•. DRAWING NO.: S1.0 owN R!JOHN GRANT �' , REV.: 0 SHEET: 4 u�n°"111270 SW FAIRHAVEN CT. . • 8 f '- PROJECT NO.: 12006036 TIGARD,OR.97223 - 26/2020 DATE:26 JUN 2020 SCALE: 318"=1'-0' IDRAWN BY: SA s� ✓�REGON�' Qo South Valley Engineering F,oy kY 9 2 ,0 4742 Liberty Rd.S#151• Salem,OR.97302 FN R. Hip Ph.(503)302-7020•Fax(888)535-6341 RENEWS:6l30121 Www-southvalleyengineedng.com INSTALL(3)20d HOT-DIPPED GALVANIZED INSTALL(3)2fid HOT-DIPPED GALVANIZED P.T.POST P.T.POST NAILS 2'INTO EA POST FACES ADJACENT ATTACH EA PURLIN TO ATTACH EA PURLIN TO NAILS 2'INTO EA POST FACES ADJACENT PURLIN BLOCK WI(2)16d NAILS PER PLAN PER PLAN TO CONCRETE SLAB AT M•D-SLAB DEPTH PURLIN BLOCK WI(2)16d NAOS INSTALL(2)16d NABS IN EA ATTACH EA PURLIN TO TRUSS TOP TO CONCRETE SLAB AT MID,SLAB DEPTH (NOT REQUIRED NO SLAB) ATTACH EA PURLIN TO TRUSS TOP ROOF CONSTRUCTION END OF PURLIN OVERLAP CHORD OR RAFTER WI(1)16d NAIL CONCRETE SLAB PER PLAN CONCRETE SLAB PER PLAN CHORD OR RAFTER WI(1)16d NAIL PER DWG 02.0 f 1 (IF PRESENT) ROOF CONSTRUCTION •.rcv_• ti..- PER DWG D2.0 GRAN •BACKFILL PER PLAN 1 1 I CONCRETE BACKFILL PER PLAN �� "cM INSTALL PER CONSTRUCTION NOTES INSTALL PER CONSTRUCTION NOTES HOLE PPi EMBEDMENT';" HOLE EMBEDME WM 1 I I.•I DEPTH ' DEPTH _ A �� _ f PER PER INSTALL(10)20d HOT•DIPPED GALVANIZED `�/ `' ``} PLAN VIEW ,�' PLAN VIEW Li NAILS 2'INTO(2)POST FACES FOR POST fit 1�/ PURLIN PER PLAN I11 ® M y . &(MIN)THICK CONCRETE PAD ATTACHMENT TO CONCRETE BACKFILL A '- 1 TRUSS TOPT PURLIN PER PLAN 1 '`j ; " �ISTALL PER CONSTRUCTION NOTES i , TRUSS TOP 5'(MI)THICK CONCRETE PAD CHORD OR RAFTER ATTACH 2X OR 4%PURLIN BLOCK CHORD OR RAFTER ATTACH 2X OR 4X PURLIN BLOCK DIAMETER 1••— DIAMETER INSTALL PER CONSTRUCTION NOTES TO EA TRUSS TOP CHORD OR TO EA TRUSS TOP CHORD OR —•-1V PLANN VIEWPER PLAN RAFTER W/(2)16d NAILS RAFTER W/(2)16d NAILS DETAIL 1.1 DETAIL 1.2 DETAIL 1.3 DETAIL 1.4 POST EMBEDMENT DETAIL POST EMBEDMENT DETAIL GRANULAR BACKFILL CONCRETE BACKFILL PURLINS STACKED AND BUTTED PURLINS STACKED AND OVERLAPPED ATTACH EA PURLIN TO TRUSS TOP CHORD OR RAFTER WI POST--N..77. SIMPSON LU HANGER OR EQUAL 1 SEE NOTE 2 ROOF CONSTRUCTION , ' INSTALL 2X BLOCKING ' A. PER DWG D2.0 � ` TIGHT BETWEEN GIRTS t� „....,,,,„ - _ ` ATTACH EA BLOCK TO Fs' 111�,:- �'� POST WI(6)16d NAILS� POST PER DWG 51,0 i \-PURLIN PER PLAN \\ TRUSS TOPj/ • ATTACH EA GIRT TO POST CHORD OR RAFTER INSTALL 2X CONTINUOUS BLOCKING BETWEEN TRUSS TOP CHORDS ATTACH EA GIRT TO O IFULL-LENGTH BEARING ATTACH BLOCKING TO EA TOP BLOCKING W/(3)16d NAILS BLOCK WI SIMPSON LU24 JOIST HANGER AS SHOWN CHORD W/16d NAILS @ 12'O.C. 7 r WALL CONSTRUCTION II PER DWG D2.0 WALL CONSTRUCTION PER DWG D2.0 I '-Xr SECTION 1-1 FROM DETAIL 1.7 SECTION 1-1 DETAIL 1.5 DETAIL 1.7 DETAIL 1.8 PLRLINS INSTALLED WITH JOIST HANGERS COMMERCIAL GIRT INSTALLATION ALTERNATE COMMERCIAL GIRT INSTALLATION POSTHOLE, PURLIN & GIRT DETAILS �v / DRAWING NO.: D1,0 °WNER°JOHN GRANT _ - �:�;'f REV.: 0 SHEET; 5 LOt"nON'11270 SW FAIRHAVEN CT. A'' PROJECT NO,: 12006036 TIGARD,OR.97223 %/2&/2020 DATE: 26 JUN 2020 SCALE: NTS 'DRAWN BY: SA GENERAL NOTES OREGON 1. ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE 0� JG<Y 9 1 oo� Qa South Valley Engineering HOT-DIPPED GALVANIZED boy yF0 4742 Liberty Rd.5#151 • Salem,OR.97302 %At2. IF PURLIN DEPTH EXCEEDS TRUSS TOP CHORD DEPTH,USE R � Ph.(503) 302-7020• Fax(888)535-6341 SIMPSON JB TOP FLANGE HANGER OR EQUAL www.southvalleyengineering.com RENEWS'6I30L21 GIRT PER DWG S1.0 STALL 7116"OSB OR 1/2'CDX PLYWOOD PURLIN PER PLAN SHEATHING OVER PURLINS i PANTED OR GALVANIZED 29 GA(MIN) INSTALL;10 X 1'SCREWS WI ATTACH WI8d NAILS @ 6'O.C.EDGES&12'O.C.FIELD RIBBED METAL SHEATHING NEOPRENE WASHERS @ 9'O.C.FIELD 5 NO ITERMEOIATE BLOCKING REQURED PLACE SCREWS NEXT TO EA TYP ENTIRE ROOF LARGE RIB AS SHOWN COMPOSITION ROOFING OVER ATTACH METAL SHEATHING �T ' ."--...1WOOD SHEATHING PER DETAIL 2.3 WALL FRAMING DETAIL 2.3 DETAIL 2.1 DETAIL 2.2 SCALE X2 METAL SHEATHING ATTACHMENT ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE SHEATHING DETAILS o DRAWING NO.: D2.0 OWNER:JOHN GRANT fj F REV.: 0 SHEET: 6 I«.TION:11270 SW FAIRHAVEN CT. vat a PROJECT NO.: 12006036 TIGARD,OR.97223 6/26/2020 DATE: 26 JUN 2020 SCALE: NTS 'DRAWN BY: SA sN ✓(OREGON�o � Q� South Valley Engineering GENERAL NOTES Fp/ y 9 1 -0 4742 Liberty Rd.S#151 • Salem,OR.97302 1, METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED R HER Ph.(503)302-7020•Fax(888)535-6341 TO REDUCE OR PREVENT CONDENSATION RENEWS'6l30l21 www.southvalleyengineering.com I ............-, ..,."-- . _______.......... ,,,,p S N-le.%• A N,,,,tue,k,t wgz. ; 41 fk- ( Iii" I VD:10 So riNsta,Aktrst CI' , c't‘ , , 9 1 z„-L- , - - - . 4t PLO 4 VC:k3,4;1 0 r ° T t- TIGARD dProved by Planning M 'o. 521,3`-'.:41 rP°16 -6"cA CIY‘l 6\144 ,, I ,.e"..k,„, ,.., ''.44,vx,,,„..„ ,,,, V. R,,t k * 15 V , Date: ..4.1:L. ............. .... t44t4 IA 0 5k CalVt tr f k °Ctril° ta''. • , I '-''''''''''.4".7 ,Nt 'n it ia Is: __ 4?"‘i• ' Ok S 4,. 1, t ,e lff k" t ,8 - t ' Irk I.,...,.....---.0.00 , e . .e Not Tr hie I f, i...)",.-- -..„ s - , . V, 1 ---,. 0 ,.. e '- L. -- - - . .. -- - -":1"- ,.. - _ T.: ft f.ft . (AYAL 1i* >.0----- I Aap ,..., . .. / ir..... ,.....„ . , ............ ._.:,-- \D _2,.....,,, . ,...- ct,„itirem„, . ,,,. .„ ,,,,,,,,,, • : ,ie '7:M4ms -' -** w'•:..:S Ver '" ** .%.C V 6."Y /:. i Ilk.•^0.` N` el, '' \ . . 11 -I i '.• .."/ 17 Eg1/161°' 4 Air w ..,- I t OA 44 fk's f i 0 i , — 41:— ,.. 4, . ,./ . "4" .... \ • „Le ). v cf4:0 52°15 0 k 0 i itte -r-A,, 1 I ,3:,,,i3O 5 tz ,CA yoior\vcv-11 C,(1F- t..S\DiSa-0 eilycvd) 503 .$759 61'4 ci