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Plans ■ MARK SCHMIDT • DESIGNER �� ';;` 36111 S DP Rd : .,. ECEIV MOLALLA, t .. 1 .,r OREGON � — ��' .'_� � 97038 : rl�■■ ulllllflnl ,y a_' .��. W 1111 �/4 1 I ..1111►—■\r_ (503) 759-337-1 nn11111111ii°v111111111'IIIVll' ,. .• ., ,_�• _ _ _ ••••••••••••■rr_ I O_ . JUL 8 111111 ,1 : ��aft. — - i �� DIVISION xs ,, ii_ BUILDING �� - � ' 1- 1 I, � W A2 E....4.., AS —BUILT FRONT/NORTH ELEVATION A 0 SCALE 1/4"=1'-0" V ----- ...irn IM=IIMIMI=I (*.:.,_ • 1 ul1u111dllui(ii fill Iluuo111i o � W L IIIII V111— I I 111111 9 1 11'1'II 111 1, IX- w cn AS —BUILT LEFT/EAST ELEVATION PROPOSED RIGHT/WEST ELEVATION w w SCALE 1/4"=1'-0" W SCALE 1/4"=1'-0" CITY OF TIGARD ° Q x o REVIEWED FOR CODE COMPLIANCE cxa w Approved: i d OTC: I 3 c Permit#_ ti'6C 7��-C c25 z C) m �1 mewl dl F V Address uu'a Q o O I Suite •: w ir111•■■■■r■■■ Ir..H 1 4111■■■M ■■■■■Ir.. ...11•••••••••••1111M1...11••...11•••••••••••1111M11111 I _ •i • MARK SCHMIDT DESIGNER 36111 S DP Rd MOLALLA, . OREGON 97038 (503) 759-3374 • 72'-0" r 24'-0• v 20'-0" ,J. z0'-0" F C 0 Z u A no ARE RESPONSIBLE CONSTRUCTORS & ERIFICATIONCONSULTANTS A ALL u.12 CONDITIONS, DIMENSIONS AND CODE REQUIREMENTS 6 D PRIOR TO BIDDING AND/OR PERFORMING ANY WORK. C10 .. 7 Ay 0 CL 0 J a Cl. O t A i A rr - ? Q A ►+) r� �� �p Do 0 3 n n I V �0 CO o ff CO A Fm � - _�,11 !�� o to n V) N 4„ .Y N I W , +I ( ...* .) : " II G� III o I II PROPOSED 2X10 DF JOISTS II 1 II 16" ON CENTER II I I! • � II L J L , L. _in -,- - -_-T ------- II �r l 1 A r 1 _-_-_- J III _��� 11-1" X� 1•_0^ 1•_0^ N 1•_0^ N 4•_0^ �_O• N F� 4.Ir • W PLACE 4X8 OF FLOOR TEAM UNDER EXISTING BEARING WALL ° ' c %+ J FOUNDATION NOTES 0 3 ON 4X4 PTHF POSTS-24" O.C., ON 16" X '0" STRIP FOOTING o T •1 I I it H O I �L•I••1 L FOOTINGS: 16" X B' 3000 PSI CONCRETE,R-BAR i0 LOCAL CODE. I I i i ' i m E ' STEMWALL:6" X 24"3000 PSI CONCRETE,R-BAR TO LOCAL CODE. I y, I • y, c/) PIER PADS: 18" DIA X 8"3000 PSI CONCRETE. I I 1K., , I u O w Cn SLABS: 4•THICK 3000 PSI CONCRETE.OVER COMPACTED FILL. J�1 L� J�L__=..——!�—— —1$L I GL, ,� VENTILATION:PROVIDE SCREENED VENTS, PLACED AS SHOWN. re_,,_,..,..„,,,_ \ 7 T / \ T T /—— — 7- r 1 Imo,FLOOR FRAMING:DF DECKING,OVER 2X10 DF JOISTS O 16"O.C. I — — — M�+1 n ON 4X8 FLOOR BEAN,ON 404 PTHF POSTS 7'-0"OC. I PROVIDE 30" X 30" X 10" PIER I _ WITH (4) #4 BARS E/W W I^- I Q �y (ST828�INSA CC ORDANCE WITHIMANUFACTURER OSRP & i AT STRONGBACK BEARIt•G POINT O Y� x Y+ J N O DESIGN CRITERIA: (_N] I"I ROOF LOAD, 10 PSF DEAD LOAD. 25 PSF LIVE LOAD I II 4 µ., pkl rr�_ A FLOOR LOAD, 10 PSF DEAD LOAD, 40 PSF LIVE LOAD 1-1 g FO OTIINGSDESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE I I I I•4 d I DESIGNED TO COMPLY WITH THE 2014 ORSP i it Q F III L JJ LL — -_J� W O O I �L Z C7_ L---- _- -- - J_J Q CO . I ►U, O I p4 a ^I I d L) • PRELIMINARY 01.04.13 ■ • REVISION/1 01.11.13 REVISION#2 01.16.13 REVISION/3 03.12.13 2. REVISION/5 21•-0• 22-D" ti 26'-a" REVISION /S •N 72•-D" _ FINALS 03.14.13 • AS-BUILT & PROPOSED FOUNDATION PLAN DWG NUMBER SCALE 1/4"=1'-0" C D B—0 2 . 2 • ..... .. ..._._._. MARK SCHMIDT DESIGNER • . 36111 S DP Rd MOLALLA, OREGON 97038 Y` (503) 759-3374 24'-O" 28'-O" ' 20'-0" 14 E • 3'-7" r r2-S t 18'-0" 2{-0° - 4-O" H ...2'-61.. W G -• I _I„ , A � o ', A A70 E...717,, 0.1 AG 8°5°VB , 3 v1---- A A S 6°26OX °' w 8 >17 ----- - --I U- N ' 6°EE SGD 6°260X I b 3°2°OX `Li. FAMILY PROPOSED EXTERIOR LINE DF ADDITION - -,- ? 5°BP (!' ' 2°R ` I 1s-o° x ,s-o° MAS p N .,., 02.0x \ 17'-)" X 1 5°BP 30 R 8°68 SGD 40 50 OX .0 I°VB ` � - � �� �I 26L nri" WASH DRY �� !J I:I E. AsDINING 6 _2L W 12'-0" X 9'-0" °BI 4°2s OX +,� ,,'� ". 8 i 2 R Iasi m 24L 1 1 W• �' s•_°- I 113-s" REF L- _ _ o M �i 9 =— D M+1 L----J EXISTING =�2X8 OF STRONGBACK o • F- 6O 26 DX GAR - GE I = 2 ° � ----- 16•- " 4, 31-0" -•-0 r 11 Ji 2s R 15 0 } 5 0 1,' W - ' 26 R N "26 R I�V a _-1 Q] 5D..'I a p - ''///oi4 LIVING 1 - CD ; BED • BED 2 6°260X ., d A 22'-0" X 14' 0" - g d 11'-O" x '-0" C 11'-6" X 11'-10" ,..a �j 3 R Il 5°BP : �-., F-1 E , i D 8.70 OHD 8°7°OH) -- T — L4 OD c _\\ 10°5°VB 6°26{ 6°26 OX Q 0. I •L CL • ' " - PRELIMINARY 01.04.13 r • , ' " REVISION /1 01.11.13 REVISION g2 01.18.13• REVISION /S i REVISION 114 • — REVISION 118 72-0" _ .. FINALS 03.1{.13 l■ AS BUILT MAIN FLOOR PLAN - 1,727 SOFT. SCALE 1/4"=1'-0" DWG NUMBER CDB-03 . 3 . _ • MARK SCHMIDT DESIGNER 36111 S DP Rd MOLALLA, OREGON 97038 (503) 759-3374 L 72'-0" ► 24'-O• 2e'-0• -• 4 , r 3'-7" 2-3".' W U,� 9'-t" 8'-8" 8'-O" e'-3" L'-9• {'-8• 4'-3" 3'-/0• 13'-8" Z 01 . I..- s. --. ► uF C A 1 Ur o lib w^ %J J t O CL CL CL CL C3 Ey ro 8°5°VB 'p A . A A I L: I A - A �w,,, >i \J PBP IBP PBP 6°26 OX ID.AA l � - 2e 310 OX I�,T•7 ----- .-- — � ill 28 34 OX J , 1 3°2°OX -!; 8°68 SGD It 46 34 X0 + 46 34 PW 46 OX A)ill l ( .......: 26R FAMILY ewL- ia' �; : �_,:. EBwL 5°BP 1 "1 - 15'-0" X 15'-0" a I DWI MASTER 4°260X rc ,r so BPl 3°RI @I fl 3 • � 8 ..'1 3°PKT L •„ ASH DRY I]1INI G �1 ,--1- • L f r + . _ I 12 10" X 15 t1111� 0" 1 ■ ■■■ .1=0,. CD r 26 L I- F-�-� 11 r Y 2a 5°BP 4°26OX ' [� : y 4 11 i, ,. " A =S_- 24L 1 m i L1 rW, -; 99[ 8'-0• 13'- ■ DESK f fl 6F, _ w g ^8 R --.--� _ E%ISTING--�2X8 fSTRONGBAC ' 'I OVEN I L� aj n li N 6°260X __ .2X IS. Cn GAPAGE F 12-°• n I- 16•-34• ,� 3'-0", . 6' — o w Z 26 r" CQ ( - 1 5'-O" X 5'-0" r/j0. Ii 2 R N 26 R 26 R - Q I 1: i r i O..I O x 0 LIVING — 5 W" 22'-O" X 1a-o" BED • BED 2 6°25OX 4�„ al 11'-0" X '-0" 11•-6" X 1 r-10" ■ 1-4 d 7 J c 3°R 5°BP .. / 1 8°7°OHD 8°7°OHO IT + Z O Q CO 10fl5°VB 6°264 6°26 OX L— � co : W O Y r , n ._, —_• \ - . IHI ; • f tl . L Q L) 1 6-3 -, 9-3" r e'-C 0.4� 9'-0• ti 11'-0" '-0• {'-4" 7-2• , L 7'-8• {'-tom (HD6A) INSTALL ANCHORS. (SIMPSON HD6A OR EQUIVALENT) PRE UMINARY 01.04.13 IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. REVISION /t 01.1 1.13 11'-6• 2'-8• 12'-0• REVISION /T 01.16.13 I. ` REVISION 13 03.12.13 REVISION 4 T{'-0• 22•-0• REVISION %3 CONTRACTOR, CONSTRUCTORS & ALL CONSULTANTS • 72,_°• ARE RESPONSIBLE FOR FIELD VERIFICATION OF ALL FINALS 03.14.13 . CONDITIONS, DIMENSIONS AND CODE REQUIREMENTS PRIOR TO BIDDING AND/OR PERFORMING ANY WORK. I■ PROPOSED MAIN FLOOR PLAN — 1,894 SQ.FT. SCALE 1/4"=1'-0" DWG NUMBER SCOPE OF WORK INCLUDES ONLY THE KITCHEN DINING AREAS C D B O4 • ADDITIONAL CONDITIONED FLOOR AREA: 168 SQ. FT. = 8.87% 4 . ._ .... MARK SCHMIDT • CONTRACTOR, CONSTRUCTORS & ALL CONSULTANTS DESIGNER ARE RESPONSIBLE FOR FIELD VERIFICATION OF ALL 36111 S DP Rd CONDITIONS, DIMENSIONS AND CODE REQUIREMENTS MOLALLA, PRIOR TO BIDDING AND/OR PERFORMING ANY WORK. OREGON 97038 • (503) 759-3374 12 BUILDING Sc DETAIL NOTES 2.67 2X6 DF RAFTERS 0 24" O.C. 5/8" CDX SHEATHING — DECORATOR COMPOSITION SHINGLES ' G _ FOUNDATION w o . - >-- _ _ 2X8 DE CEILING JOISTS 0 16" O.C., ON Z i (3) 2X8 DF STRONGBACK SPANS DINING ROOM OPENING 16" X 8" 3,000 PSI CONCRETE FOOTINGS, R-BAR TO LOCAL CODE. C. t. 6" X 18" 3,000 PSI CONCRETE STEMWALLS, R-BAR TO LOCAL CODE. ra LIVING 6.I1d,. —1 KITCH —,� — 2X4 EXTERIOR WALL STUDS, t 6" o.c. ` q Y EXTERIOR FRAMING i ■ 2X6 92 5/8" EXTERIOR WALL STUDS, AT 16" O.C., WITH 4X12 DF HEADERS E+ 2 • —,-1 AT ALL OPENINGS. Q - ,--- _ - — — --,• ALL EXTERIOR SURFACES TO BE CLAD WITH MINIMUM 15/32" CDX SUBSIDING, 0 .- 2X10 DF FLOOR JOISTS 0 16" O.C., ON NAILED 7D AT 6" O.C. EDGES, 12" O.C. INTERMEDIATE, THROUGHOUT. t[II II I I r11 4X8 DF BEAMS ON 4X4 DF POSTS, ON V 18" DIA. CONCRETE PIERS 0 7'-0" O.C. EXTERIOR DETAIL • AS—BUILT LATERAL SECTION HORIZONTAL 1X10 CEDAR LAP SIDING, WITH GI CORNER CAPS, AND TRIM. irk 2X6 DF BARGE RAFTERS AND FACIA. r; • SCALE 1/4"=1'-0" (� TO INTERIOR FRAMING — . 2X4 92 5/8" INTERIOR WALL STUDS, AT 16" ON CENTER, WITH 4X12 DF HEADERS AT ALL OPENINGS. ■ -I INTERIOR DETAIL • 1/2" GYPSUM WALLBOARD TO BE APPLIED TO INTERIOR WALL SURFACES. 1/2" GYPSUM CEILING-BOARD TO BE APPLIED TO INTERIOR CEILINGS. W FLOOR FRAMING �1 • PLACE 2X10 RAFTER SUCH THAT: MAIN FLOOR: T&G DECKING, OVER 2X10 DF JOISTS 0, 16" O.C. ON 4X8 DF FLOOR BEAM, (x ® THE BOTTOM CHORD MATCHES THE BOTTOM OF THE EXISTING RIDGE BOARD ON 4X4 PTHF POSTS, ON CONCRETE PIER PADS, AT 7'-0' O.C. ["" AND THE TOP CHORD IS COUNTER CUT TO MATCH OPPOSING ROOF PLANE. (/] ROOF FRAMING o � z 2X10 #2 DF RAFTERS AT 24" ON CENTER, (TYPICAL). ,- 2X10 DE RAFTERS 0 24" O.C. W i_ I 5/8" CDX SHEATHING ALL ROOF SURFACES TO BE CLAD WITH MINIMUM 5/8" CDX ROOF SHEATHING, Q 0" 1 12 12 — DECORATOR COMPOSITION SHINGLES NAILED 7D AT 6" O.C. EDGES, 12" O.C. INTERMEDIATE, THROUGHOUT. Q � , C 2.67 �_ FRAME 2X4 DF JACK STUDS TO 2X10 RAFTERS s-0 s'-o^ DECORATIVE COMPOSITION SHINGLES, OVER 15 LB. ROOFING FELT. 2 Q cj `_ 2X8 DF CEILING JOISTS 0 24" O.C. °G� Cr, p4 rl'I■111,,111—.' INSULATION ' F LIVING KITCHEN I I. ADDITIONAL CONDITIONED FLOOR AREA: 168 SQ. FT. = 8.87% Z O e-111 II I I: 2X6 EXTERIOR WALL STUDS, 16" O.C. NEW BUILDING ENVELOPE OCOMPONENTS WILL COMPLY WITH THE FOLLOWING: W Q Q CC CO WALL INSULATION-ABOVE GRADE R-21 (j C WALL INSULATION-BELOW GRADE R-15 (:4 1 r' - - - 2X10 DF FLOOR JOISTS @ 16" O.C., FLAT CEILINGS R-38 .. - ADD 4X8 DF BEAM ON 4X4 DF POSTS & 24" O.C., ON VAULTED CEILINGS R-30 d I I II 11_ 11 I I 16" X 10" CONTINUOUS STRIP FOOTING UNDERFLOORS R-30 SLAB EDGE PERIMETER R-15 HEATED SLAB INTERIOR R-10 PROPOSED LATERAL SECTION WINDOW CLASS U=0.35 WINDOW AREA LIMITATION NO LIMIT PRELIMINARY 01.04.13 B SKYLIGHTS U=0.60 REVISION #1 01.11.13 REVISION #2 01.16.13 SCALE t/a"=1' o" EXTERIOR DOORS U=0.20 REVISION ►3 EXTERIOR DOOR W/>2.5 SO.FT. GLAZING U=0.40 REVISION #4 FORCED AIR DUCT INSULATION R-08 REVISION #5 FINALS 03.14.13 DESIGN CRITERIA ROOF LOAD, 10 PSF DEAD LOAD, 25 PSF LIVE LOAD FLOOR LOAD, 10 PSF DEAD LOAD, 40 PSF LIVE LOAD FOOTING DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF. DWG NUMBER DESIGNED TO COMPLY WITH THE OREGON RESIDENTIAL SPECIALTY CODE, 2014 EDITION. CDB-05 5 . 1 NiME \ MARK SCHMIDT • � 36111 NS DP Rd SHEARWALL APPLICATION MAIN FLOOR- ROOF SHEATHING \ • �� MOLALI.A, STICK FRAME TO ROOF SHEATHING. •\ ►✓/ OREGON _,\/.___ .I 97038 • ` (503) 759-3374 I 25'-0" ON CENTER, MAXIMUM SPACING (STRUCTURAL) ` 25'-0" ON CENTER, MAXIMUM SPACING (STRUCTURAL) t 25'-0" ON CENTER, MAXIMUM SPACING (STRUCTURAL) IIMII PROVIDE 2%BLOCKING AT AU. --4 Qy 1 S'•'•'•.,` ;: SHEARWALL JOINTS MINIMUM 4X12 DF HEADER, CONTINUOUS. II MINIMUM 4X12 DF HEADER, CONTINUOUS. MINIMUM 4X12 DF HEADER, CONTINUOUS. W VERT. SIMPSON MST30, 2/SIDE, 4/PANEL. rte---HORIZ. SIMPSON MST30, 2/SIDE, 4/PANEL.— ..1.__;F VERT. SIMPSON MST30, 2/SIDE, 4/PANEL. o Et GARAGE DOOR SURROUND --------)0 F:: 1] Ta={Ei::�' y i < GARAGE DOOR SURROUND �, :., SHEARWALL APPLICAT ON # MINIMUM 4X4 DF EACH SIDE > >i: :•K • < MINIMUM 4X4 DF EACH SIDE > >;' �l RR i� MAIN FLOOR -ROOF SHEATHING • ► ^• 11 2x4 DF STUDS 0 I6'O.C. `" D ` .L," RECOMMEND 15/32" CDX RECOMMEND 15/32" CDX >; Q NAILED TWO ROWS, 80 0 3" O.C. NAILED TWO ROWS, 8D 0 3" O.C. PROVIDE DOUBLE JOISTS.OR BEAN . l)(l fl" $. 1 O'-O" �� UNDER&PARALLEL TO SHEARWALL. 7 MAX MUM AT ALL EDGES. , AT ALL EDGES. • 's Q [ MINIMUM 4X4 DF EACH SIDE ). t (2) 2X4 DF AT HEADER SPLICE -: !M MINIMUM •4X4 DF EACH SIDE—0::; I I 1 I . SIMPSON HD6A ( 2 PER PANEL ) SIMPSON HD6A ( 2 PER PANEL ) INT. BRACING WALL SECTION - WITH (2) 7/8" X 4 1/2" MACHINE BOLTS - rill_WITH (2) 7/8" X 4 1/2" MACHINE BOLTS `: PARALLEL TO ROOF FRAMING I. : "'ri 1 H H r ; .i V. -ilea rr« „y�1 ' rnfr I� 1 ..... „,..: Lai".!,i LI. Li,,,,,:: :,:::,,j ..:1_111L" MIN—O" 1!4 '= c SIMPSON SSTB28, ( 2 PER PANEL ) Ir-" �-.ra.. - -a SIMPSON SSTB28, ( 2 PER PANEL ) s- - ,iE.'�E1a; SIMPSON SSTB28, ( 2 PER PANEL ) - y,7gI II;; II II;; "II H„ II - II„ II nl' Qi =-or -9F9 -1- y = - F _ _ --�_ �= xx BLOCKING BB�BBBBBBBB�B�. s a s a a =_=I — 4-120 —� MINIMUM 15' X 7" CONTINUOUS CONC. FOOTING MINIMUM 15' X 7" CONTINUOUS CONC. FOOTING MINIMUM 15' X 7" CONTINUOUS CONC. FOOTING 22 1/2' WITH (2) #4 R-BAR, HORIZONTAL & CONTINUOUS 22 1/2 WITH (2) #4 R-BAR, HORIZONTAL & CONTINUOUS 22 1/2 WITH (2) #4 R-BAR, HORIZONTAL & CONTINUOUS 22 1 2" MINIMUM MINIMUM MINIMUM MINIMUM BRACE WALL LINE STRUTS U PFP IFP IFP PFP 2 PER 4' BRACE PANEL 12/12 MAXIMUMM,,6/12 MINIMUM SLOPE 2%BLOCKING SIMPSON A23 ----- , TYPICAL SINGLE STORY PORTAL FRAME WITH INTERMEDIATE FRAME PANELS ' w PROVIDE 2%BLOCKING AT ALL —► MI 1 W SHEARWALL JOINTS P"'1 L" SHEARWALL APPlCATION O r l MAIN FLOOR-TOP PLATE • w M 2X4 DF STUDS 0 16'O.C. . • ► Z Z X W C9 UNDERR& ARALLETO SHEARWALL I n l W > cn PRESCRIPTIVE WALL BRACING PRESCRIPTIVE WALL BRACING Q PORTAL BRACING PANEL CONSTRUCTION SCHEDULE INTERMEDIATE BRACING PANEL CONSTRUCTION SCHEDULE n w Q ° rh PBP (PORTAL BRACING PANEL) 22 1/2" MINIMUM LENGTH INT. BRACING WALL SECTION A i g FRAMING: 4X4 DF EACH SIDE OF PANEL. 1-7 d IBP (INTERMEDIATE BRACING PANEL) 22 1/2" MINIMUM LENGTH. C7 SILL / PLATE ANCHORAGE: PRESERVATIVE TREATED 2X, WITH PERPENDICULAR TO ROOF FRAMING Q 7 1/2" X 12" ANCHOR BOLTS, MINIMUM 2 PER PANEL. FRAMING: 4X4 DF EACH SIDE OF PANEL. f-1 F . E~'" SHEATHING: 15/32" CDX PLYWOOD. (2) 2X4 DF VERTICAL POST AT HEADER SPLICE. F- PROVIDE (OPTIONAL) 2" NOMINAL BLOCKING AT ALL SHEATHING JOINTS. SILL / PLATE ANCHORAGE: PRESERVATIVE TREATED 2X, WITH Z © FASTENERS: TWO ROWS, 8D COMMONS, AT ALL EDGES. SHEATHING "15/32' CDXOLPLYWOOIDMUM 2 PER PANEL. al E,,,r CD FASTENER SPACING: 3" O.C. EDGES, 3" O.C. INTERMEDIATE SUPPORTS. PROVIDE 2" NOMINAL BLOCKING AT ALL SHEATHING JOINTS. PRESCRIPTIVE WALL BRACING MI ›-4 C° FASTENERS: TWO ROWS, 8D COMMONS, AT ALL EDGES. W .. O CONCRETE FOUNDATION NOTES: FASTENER SPACING: 3" O.C. EDGES, 3" O.C. INTERMEDIATE SUPPORTS. BRACED WALL PANEL CONSTRUCTION SCHEDULE Ix .--1 FOOTING: MINIMUM 15" X 7" WITH (2) #4 R-BAR HORIZINTAL & CONT. r STEMWALL: MINIMUM 6" X 17" CONCRETE FOUNDATION NOTES: IBP (INTERIOR BRACING PANEL) 4' MINIMUM LENGTH C ' .) VERTICAL R-BAR DOWELS ARE #4 WITH 6" LEG. FOOTING: MINIMUM 15" X 7" WITH (2) #4 R-BAR HORIZINTAL & CONT. FRAMING: MEET CODE REQUIREMENTS FOR SIZE AND SPACING OF STUDS. • HORIZONTAL WALL REINFORCEMENT, MINIMUN (1) #4 WITHIN 5" OF TOP. STEMWALL: MINIMUM 6" X 17" SOLE PLATE ANCHORAGE: MINIMUM 2X PLATE FASTENED TO FLOOR FRAMING VERTICAL R-BAR DOWELS ARE #4 WITH 6" LEG. WITH 16D COMMON NAILS AT 16" O.C. PROVIDE DOUBLE JOISTS UNDER ROOF NOTES: HORIZONTAL WALL REINFORCEMENT, MINIMUN (1) #4 WITHIN 5" OF TOP. PARALLEL WALLS, AND BLOCKING UNDER PERPENDICULAR WALLS. PRELIMINARY 01.04.13 SHEATHING: 15/32" CDX PLYWOOD, OR 7/16" OSB. ROOF IS TO BE SHEATHED WITH A.P.A. RATED STRUCTURAL USE PANELS. REVISION#1 01.11.13 ROOF NOTES: PROVIDE 2" NOMINAL BLOCKING AT ALL SHEATHING JOINTS. REVISION#2 01.16.13 THE PANELS AT EACH END OF EACH PORTAL ROOF IS TO BE SHEATHED WITH A.P.A. RATED STRUCTURAL USE PANELS. FASTENERS: 6D COMMONS OR 15GA X 7/16" CROWN STAPLES. REVISION/3 FASTENER SPACING: 6" O.C. EDGES. 12' O.C. INTERMEDIATE SUPPORTS. REVISION 15 • FRAME MUST BE OF EQUAL WIDTH AND HEIGHT. FINALS 03.14.13 GBP (GYPSUM BRACING PANEL) 4' MINIMUM LENGTH FRAMING: MEET CODE REQUIREMENTS FOR SIZE AND SPACING OF STUDS. SOLE PLATE ANCHORAGE: MINIMUM 2X PLATE FASTENED TO FLOOR FRAMING WITH 160 COMMON NAILS AT 16" O.C. PROVIDE DOUBLE JOISTS UNDER PARALLEL WALLS, AND BLOCKING UNDER PERPENDICULAR WALLS. DWG NUMBER SHEATHING: 1\2" GYPSUM BOARD BOTH SIDES. PROVIDE 2" NOMINAL BLOCKING AT ALL SHEATHING JOINTS. FASTENERS: 1 1/4" TYPE W OR S SCREWS. C D B-06 FASTENER SPACING: 6" O.C. EDGES, 12" O.C. INTERMEDIATE SUPPORTS. . 6 ■ CITY OF TIGARD Approved by Planning Date: Initials: RECEIVEI) JUL 8 2015 CITV OF TIGARD BUILDING DIVISION Legal T2S R1 E SECTION 03DD -TAX LOT 413 Address 10860 SW FAIRHAVEN STREET, TIGARD OR 97223 - R.EL REl - - --- - N 89'53'35" E 100.00' E W 20 SCALE-r-dJ 7'-11" 74'.1" 18. 8 8 3 N r I t I PROPO£.ED ADDITION zi Ij r II L I N 89"53'35" E 100.00' R.EL. R.EL. _ -'f SW FAIRHAVEN STREET