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Plans (38) 102.00± ADAJACENT PROPERTY 101.00± ---- PROPERTY LINE 102'oQLOT ILDING COVERAGE: 1,7550SQFT . 1114!"11:111111.111-A PERCENT COVERAGE: 2.7% STRUCTURAL ENGINEERING IMPERVIOUS AREA: 1,775 SOFT. 310 SW FOURTH AVE,SUITE aoo -H o w 0���AP� P:503.241.0161PORTLAND,OR, 2 w1 _� -,..,,, 11.11111111111111111111111 cc r1 :' I j N 5�R �� N ,��1�ED PRO-p) 10 •W OCT 2 3 2018 t���N�'9 O y 1V 18813PE .. 1 -in /` CITY OF TIGARD cc r 15'-0"± . . /o BUILDING DIVISION S 7 ��30 _ �� AREA OF WORK /�� �0 OREGON r--, __ _ 1 --T 200'-0"± \\ � ..A v�Y101996 I19'-0"I± (E) STRUCTURE al Q `� �� —---i I _ 25'-0"f I >- CD \ ESC z ° EXPIRES: 6-30-20 CC I ' -H Ow L__: -..J- o o N I— Cl) Li N \ w w !^ N w (E) STRUCTURE v v W ~ Q 6.- ..:( ••• 42 d — 3 ! O O Z O) OFFICE COPY 0co CD CITY OF TIGARD 0 a_ REVIEWED FOR CODE COMPLIANCE Hz Approved: ] ("'"I ) OTC: i l m Q I- 105.00 b "' Permit#: 0 t i pc.Z.Ln 1R--®® &..9, d. 104.00 Address: LSFl F— '— 0.. co Suite#: 13 misismomommum By: Date: Jo_1.),_J ' ELEVATIONS AND DETAILS IIIIMIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PROJECT NO: 18-160 \. \ DATE: SEPTEMBER-2018 \. BY: TES 106.00± i DRAWN: AP 1 ; PROPERTY LINE 104.00± ADAJACENT PROPERTY �— NNNNMNIIINNmmMimm SHEET NO: SITE PLAN iN Si SCALE: 1"=40'-0" \ N '0 \ } ` AREA OF WORK FOUNDATION AND SLAB PLAN NOTES: (E) 2x4 STUD 2 S5.01 +–y MATCH (El1. ALL SHORING PER CONTRACTOR. WALL AT 16" O.C. OR 2' MAX (N) PRE-MFR 2. D-1 INDICATES TO REPLACE ALL EXISTING CHARRED ROOF SHEATHING. NEW SHEATHING TO MATCH EXISTING SHEATHING OR 15/S2" APA RATED SHEATHING MINIMUM, WITH STRUCTURAL ENGINEERING MONO-HIP 8d NAILS AT 6' O.C. AND ALL INTERMEDIATE SUPPORTS 310 SW FOURTH AVE,SUITE 400 TRUSS TYP. AT 12" O.C. PORTLAND,OR,97204 (E) HEADER (E) HEADER (E) HEADER P:503.241.0161 3. IF FURTHER DAMAGE IS DISCOVERED DURING CONSTRUCTION, F:503.241.0621 CONTACT ENGINEER. A.. 11111•111MMEMmomi 2 4. ROOF SLOPE TO MATCH EXISTING. tiCTU o S5.01 5. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS. QED PRO 4 ti s 3 N) PRE-MFR 6. PRE-MANUFACTURED TRUSS TO TRUSS CONNECTIONS SHALL C. V, (E) PRE-MFR TRUSSES - -'3 'TRUSSES BE AS SPECIFIED BY TRUSS DESIGNER. ,2 r AT 24 O.C. AT 24" 0.C. N 7. TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER ss „ IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND cc PRE-MFR GIRDER CONFIGURATION. /%644.)•10,19:45e/ ORE4iON r0 o OZLY 19Q TRUSS TYP. zo 8. PLANS NOT TO BE SCALED. ``'�� E c 9. ROOF PLAN SHOWN IS SUGGESTED. VERIFY WITH TRUSS EXPIRES: 6-30-20 55.01 SUPPLIER. IIIIIIMIMMIIIIIIIIIIMMMMOI 1 < (E) RIDGE a I— d' iiiN Q 0) D-1 U W CO o CCF. o lap ii, ,2, (,) ,.... SPACING TO MATCH 1.0 I--- PRE-MFR DESIGN 2 '4" oc T 0 2 OMMINEMMONIMMI 55.01 ROOF FRAMING HEADER (E) HEADER (E) HEADER (N) PRE MFR PSN 1(E) MONO-HIP TRUSS TYP. IIMMMMMMOONMMMNENNI 1, PROJECT NO: 18-160 DATE: SEPTEMBER-2018 t , BY: TES DRAWN: AP SHEET NO: PARTIAL ROOF FRAMING SCALE: 1/4"=1'-0" ` Si .oz SHEATHING PER PLAN EDGE NAILING PER PLAN CONT. 2x BEVELED BLOCKING (VENTING . MATCH EXISTING PER CONTRACTOR STRUCTURAL ENGINEERING (2'-0" MAX) ) 310 SW FOURTH AVE,SUITE 400 PORTLAND,OR,97204 P:503.241.0161 !` F:503.241.0621 i -,-----'" ''''''''. -- li 6 4p _ S4�UCTU�< i PRE-MFR TRUSS PER PLAN g'�� GINE. ss�O i H2.5 CLIP AT 24 O.C. �� 18813PE y r .rte,. SfMP A35 s6� (E) 2x4 STUD WALLS N tE� FASCIA PER /� OREGON 0 REPLACE CHARRED CONTRACTOR .- AT 16" O.C. '‘%`10410,10,19:e 6 S��pc "SO SHEATHING AS NECESSARY, °� Y1019 � SEE NOTE 2 ON S1.01 (E) EDGE NAILING ESC FASCIA TO MATCH EXPIRES: 6-90-20 (E) TYP (E) SHEATHING -1 -4- W N ' ' I NEW TRUSS TO EXISTING WALL (2) W Z Q I. CC W � � SCALE: 1"=1'-0" (E)� SHEATHING cc 1— W cc Z mQi � C � (E) EDGE NAILING EDGE NAILING PER PLAN G0- (0 O (E) SHEATHING AREA OF WORK I— 0- .i V 1 ELEVATIONS ip + --- ------- IN AND (E) PRE-MFR r �� DETAILS TRUSS - ! (2) 10d STAGGERED AT 12" O.C. 2X LEDGER 1 PROJECT NO: 18-160 DATE: SEPTEMBER-2018 BY: TES DRAWN: AP 1.11111111111111111111111111111 SHEET NO: WEST ELEVATION NEW ROOF SHEATHING TO EXISTING TRUSS 3 SCALE: 1/4''=1'-0" SCALE: 1"=1'-0" S5.01 ' - 102.00± ADAJ_ACENT PROPERTY 101.00± PROPERTY LINE -47 11114ajil �o LOT AREA: 65,250 SQFT. 00 -�i BUILDING COVERAGE: 1,755 SQFT. ME PERCENT COVERAGE: 2.7% STRUCTURAL ENGINEERING IMPERVIOUS AREA: 1,775 SQFT. 310 SW FOURTH AVE,SUITE 400 f`._" ``Py PORTLAND,OR,97204 La i w� O \ll`` F:503.241.0621 o �' P:503.241.0161 N rcr&t, D�NROFso • SGT 2 3 ?_01 '� EFq% 44 CITY OF i IUARD ex- 18813PE 9 I- L _ - o . U!LDJNG 9DRIISION' \('•4440 . -1 / ,!,93. 4o AREA OF WORK / 's, OREGON i r _ T_= J = 200 -0"± \ w /‘404 /(14)i itc0996 19'-0"It (E) STRUCTURE \. i L. 1 .a ---___..______-__ 25 -0 f ¢ ( \ = ESC 1 �- wI I l\ > Y j ;° EXPIRES: 6-30-20 cc MENNIMINEMNIMINIIIIM o w Lam _ �o o ai N � - _1 w w F I� CC J V, w � N L (E) STRUCTURE v ' W h— Qjd zo zo L.„ Z Q Q) I (..) C-) .1 ----N W U � 0 w CC,\ ._ F— z LO 1— 'os oo 0 10 _ O . 4.00 ( I- Q CL co immErimmis ELEVATIONS AND DETAILS PROJECT NO: 18-160 DATE: SEPTEMBER-2018 BY: TES 106.00± PROPERTY LINE 104.001 DRAWN: AP 1 ADAJACENT PROPERTY -17 SHEET NO: SITE PLAN tr SCALE: 1"=40'-0" N , Si .01 AREA OF WORK FOUNDATION AND SLAB PLAN NOTES: (E) 2x4 STUD I 2 _ I MATCH (E) 1. ALL SHORING PER CONTRACTOR. WALL AT 16" O.C. S5.01 OR 2' MAX _ ' 2 SHEATHING. NEW TOSHEATHINGOLMATCHING EXISTING ROOF (N) PRE-MFR SHEATHING OR 15/S2" APA RATED SHEATHING MINIMUM, WITH STRUCTURAL ENGINEERING MONO-HIP 8d NAILS AT 6' O.C. AND ALL INTERMEDIATE SUPPORTS 310 SW FOURTH AVE,SUITE 400 _ TRUSS TYP. AT 12" O.C. PORTLAND,OR,97204 (E) HEADER (E) HEADER/ (E) HEADER 3. IF FURTHER DAMAGE IS DISCOVERED DURING CONSTRUCTION, P:503.241.0161 503.241.0621 I .•. MINNINIEMNNEmmil CONTACT ENGINEER. E 2 4. ROOF SLOPE TO MATCH EXISTING. e,cc0CTUptd, o j S5.01 5. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS. ,���ED PROFFs N AGI NES cj 6. PRE-MANUFACTURED TRUSS TO TRUSS CONNECTIONS SHALL C� '9 O (3) N PRE-MFR 1.44 18613PE y (E) PRE-MFR TRUSSES TRUSSES a BE AS SPECIFIED BY TRUSS DESIGNER. Ct r AT 24 O.C. AT 24" 0.C. Lil 0 7. TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER \Ses4t4 „ IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND PRE-MFR GIRDER CONFIGURATION. OREdON TRUSS TYPAniA, . 06,„'-'0•10,19'*• rO zo 8. PLANS NOT TO BE SCALED. ' E SC 1 S5.01 9. ROOF PLAN SHOWN IS SUGGESTED. VERIFY WITH TRUSS EXPIRES: 6-30-20 SUPPLIER. 1 (E) RIDGE a I-- d' _. -.. LU Z W N I— > N. Q Ci) Z cc . .. D-1 U W o arm imardmi cc F. o SPACING TO MATCHC I-- PRE-MFR DESIGN ,Ga- c, cc 1— T CL 2mmimmxmmumNN 55.01 ROOF FRAMING (E) HEADER HEADER (E) HEADER-\ I (N) PRE-MFR PLAN MONO-HIP f(E) I I TRUSS TYP. PROJECT NO: 18-160 DATE: SEPTEMBER-2018 l 1 BY: TES DRAWN: AP SHEET NO: PARTIAL ROOF FRAMING 0 S1 SCALE: 1/4"=1'-0" ■o2 SHEATHING PER PLAN EDGE NAILING PER PLAN Ilikai CONT. 2x BEVELEDglig BLOCKING (VENTING MATCH EXISTING PER CONTRACTOR - STRUCTURAL ENGINEERING (2'-0" MAX) - 310 SW FOURTH AVE,SUITE 400 ----- PORTLAND,OR,97204 P:503.241.0161 - F:503.241.0621 .....-,---%-lir 15,1 y.:%i qIt UV �:-%" PRE-MFR TRUSS PER PLAN �ti�`E� PR�FFs •P. H2.5 CLIP AT 24 O.C. t,, 18613PECc ir r. y SIMP A35 _,.... \c144411tC N <E� FASCIA PER (E) 2x4 STUD WALLS OREGON MP��' REPLACE CHARRED CONTRACTOR �AT 16" O.C. J► S��PE"\O SHEATHING AS NECESSARY, On(2Y�p 19°6 �' SEE NOTE 2 ON S1.01 (E) EDGE NAILING ' E SC FASCIA TO MATCH (E) TYP 1,1EXPIRES: 6-30-20 (E) SHEATHING E NEW TRUSS TO EXISTING WALL LU Z Q N. G SCALE: 1"=1'-0" W O U j (E) SHEATHING G ~ W cc u) z CO < Lo (E) EDGE NAILING EDGE NAILING PER PLAN 2o- co cc O (E) SHEATHING AREA OF WORK I- CL 4-TI 1 -� fru ry , ,- �� ELEVATIONS I£I I DETAANILS (E) PRE-MFR TRUSS I (2) 10d STAGGERED I I AT 12" O.C. I I2X LEDGER I PROJECT NO: 18-160 �- r ) DATE: SEPTEMBER-2018 BY: TES DRAWN: AP SHEET NO: WEST ELEVATION NEW ROOF SHEATHING TO EXISTING TRUSS SCALE: 1/4"=1'-0" SCALE: 1"=1'-0" 0 S501