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Plans , � I • • r , ,.. v 4, ° z ' ,F: 3 0 2 I. !K1 � a as `� �k' < �Q ' QQ 0 q; �� ' > o $ C y y p 6 t 44 0 Z z > ad Z Z t 4- s r" \ = -1 DRAKE RESIDENC Q • o o !ID Do . / -a Q.. i i © PORCH ADDITION F � � - o zo • / OWNER: GEORGE & LINDA DRAKE c .. Q y g Q 2 a ft` a o / / a `L. ��l ¢ �, I. / / ADDRESS: 11765 SW WALNUT ST. LI i z - ELEVATION / E.. - cn .. c • ` c CONTOUR (TYP.) / TAX LOT: 2S103BA -00600 C 2 5 E °` a. v I ;,..3.... y / / O / -- i LOT AREA: 0.8 ACRE +/- o. � �I ri m � a o / / V z v N 0 0 0� � ° 05 .x cn v 4 / // myO >, 2 v � u z ]Q� CV , // SHEET INDEX ---- -- - --� —* / / / 1 TITLE SHEET, INDEX, SITE PLAN / GAR. 2 NOTES & SCHEDULES MIL 3 EX. FLOOR PLAN (2ND FLR) / DwY / -= SETBACK YARD 4 EX. ROOF PLAN HOUSE / / 5 FOUNDATION PLAN, DECK FRAMING PLAN Ii 0 c if ROOF FRAMING PLAN / 7 SECTIONS 0 k 8 BUILDING ELEVATIONS - SOUTH & EAST � ITY OF TIGARD 9 DETAILS 120' PORCH ADDITION pnpYov2c.: . ikf " ,nditioriaily Approved 'i l WALNUT ST. 20' FRONT YARD F ;r only the work as described in: SETBACK -a gMIT NO.6a,A p - trx.Oy — p 5 See I .ettor to: FoIlbw... t l OFFICE COPY Attach .., 1 l Job A ss' 11.2 p M d r y Date: .4 a q GEORGE & LINDA DRAKE DRAKE RESIDENCE SITE PLAN PORCH ADDITION SCALE: 1 " =50' 11765 SW WALNUT ST. TIGARD, OR. 97223 TEL. /FAX: (503) 524 -7799 EMAIL: GDRAKEASSOC @AOL.COM TITLE SHEET, INDEX, SITE CONTACT: GEORGE DRAKE PLAN DATE: NOVEMBER 2004 SHT. 1 / I . • i GENERAL NOTES: WOOD FRAMING & SUPPORTS: 1. PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE 1. ALL LUMBER SHALL BE DOUGLAS FIR /LARCH INSTALLED AS SHOWN ON THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY CONNECTED. DRAWINGS AND CONNECTED AS NOTED IN THE NAILING SCHEDULE OR OTHER CONNECTION 2. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE - TREATED. POSTS DETAILS PROVIDED. EMBEDDED IN GROUND /CONCRETE SHALL BE 0.60 PRESSURE RETENTION. 2. LUMBER SHALL BE GRADED AS SET FORTH IN THE CURRENT EDITION OF WESTERN 3. INSTALL EROSION CONTROL DEVICE(S) SUCH AS SEDIMENT FENCES DOWN GRADIENT WOOD PRODUCTS. tHE MINIMUM GRADE OF LUMBER SHALL BE AS NOTED IN THE BELOW FROM DISTURBED SOILS WHERE REQUIRED TO PREVENT SEDIMENT - LADENED DRAINAGE SCHEDULE AS APPLICABLE. FROM LEAVING THE PROPERTY. LOCATION /USE MIN. GRADE 4. METAL CONNECTIONS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE CO., OR HEADERS /POSTS #1 EQUAL. ANCHOR AND STUD BOLT ASSEMBLIES SHALL BE AS SPECIFIED BY SIMPSON FOR RAFTERS #1 THE APPLICATION OF USE. CEILING JOISTS #1 5. FOOTINGS SHALL EXTEND 12" BELOW GRADE AND SHALL BEAR ON FIRM, SILL/TOP PLATES /BLOCKING #3 UNDISTURBED SOIL. WALL STUDS STUD WALL SHEATHING 1/2" C-D EXT. GLUE PLYWOOD (32/16) CONCRETE & REINFORCING STEEL: ROOF SHEATHING 5/8" C-D EXT. GLUE PLYWOOD 1. ALL FOUNDATION WALL/FOOTING CONCRETE AND CONCRETE SLABS SHALL PROVIDE 3. WALLS SHALL BE STUD FRAMED AT 16" ON CENTER. 3,000 POUNDS PER SQUARE INCH MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 4. TOP PLATES TO BE DOUBLE ON ALL WALLS. 2. CONCRETE FORMS, BRACING, AND PLACEMENT METHODS SHALL MEET AMERICAN 5. HEADER CRIPPLES TO BE CONTINUOUS TO SILL PLATE. CONCRETE INSTITUTE (ACI) CURRENT STANDARDS. 6. BLOCK ALL WALLS AS NECESSARY FOR SHEATHING SUPPORT. 7. BLOCK CEILING JOISTS AT MID-SPAN. 3. REINFORCING STEEL SHALL BE DEFORMED STEEL BARS THAT CONFORM TO ASTM A615, GRADE 40, OR WELDED WIRE FABRIC (WWF) CONFORMING TO ASTM A185, AT 8. PLACE BLOCKING BETWEEN ALL ROOF RAFTERS AT SUPPORTING WALLS. LOCATIONS AS NOTED ON THE DRAWINGS. STEEL BAR SHALL BE MANUFACTURED, 9• ROOF RAFTERS SHALL BE CUT AND BLOCKED TO PROVIDE FULL BEARING AT WALL DETAILED, FABRICATED AND PLACED PER ACI 316R, ACI318R, AND ACI SP66. DEFORMED TOP PLATE/HEADER. STEEL BARS SHALL BE BENT COLD AND NOT WELDED. WWF SHALL BE PROVIDED IN FLAT 10. SILL PLATE AT CONCRETE STEM WALLS AND LEDGER BOARDS AT CONCRETE SHEETS. WALLS /STEPS SHALL BE PRESSURE TREATED LUMBER. AND SECURED TO THE 4. WHEN REINFORCING STEEL IS PLACED IN CONCRETE WALLS, SPLICES SHALL BE FOUNDATION /WALL/STEP WITH ANCHOR BOLTS OF THE SIZE AND SPACING SHOWN ON THE PROVIDED BY LAPPING BARS A MINIMUM OF 18" FOR #3 BAR, 24" FOR #4 BAR AND 30" FOR PLANS. EACH BOARD SHALL BE SECURED WITH A MIN. OF TWO BOLTS AND EACH BOARD #5 BAR. SHALL HAVE A BOLT WITHIN 12° OF EACH END. 5. ALL REINFORCING STEEL SHALL BE ACCURATELY SET AND SUPPORTED BY CONCRETE 11. COVER ALL SURFACES BEHIND SIDING AND TRIM BOARDS WITH DUPONT "TYVEK", OR BLOCKS, TIES, CHAIRS OR OTHER APPROVED MEANS TO ENSURE HAT IT WILL NOT BE EQUIVALENT, BUILDING WRAP. DISPLACED WHEN POURING AND WORKING CONCRETE. MINIMUM COVER (MC) ON 12. WALL CORNERS SHALL BE DOUBLE STUD EACH WAY. REINFORCING STEEL SHALL BE PROVIDED AS NOTED BELOW: 13. DOOR OPENINGS SPANNING LESS THAN 10 FEET TO HAVE DOUBLE STUDS (SINGLE UNFORMED CONCRETE PLACED AGAINST EARTH 3" MC CRIPPLE STUD) EACH SIDE OF OPENING. FOR DOOR OPENINGS GREATER THAN 10 FEET IN FORMED CONCRETE PLACED AGAINST EARTH 2" MC SPAN, PLACE TRIPLE STUDS (DOUBLE CRIPPLE STUDS) ON EACH SIDE OF OPENING. EXTERIOR FACES OF CONCRETE WALLS 2" MC 14. PROVIDE MINIMUM 2" BEARING FOR JOISTS AT SUPPORTS. INTERIOR FACES OF CONCRETE WALLS 3/4" MC 15. PROVIDE DOUBLE FRAMING AT ALL ROOF DIAPHRAM OPENINGS. TOP OF CONCRETE SLABS 3/4" MC NAILING SCHEDULE: LOCATION NAILING STUDS TO SILL/TOP PLATE (2) 16d FACE NAILED EACH WAY DOUBLE TOP PLATE (1) 16d FACE NAILED 16" OC DOUBLE/TRIPLE STUDS (1) 16d FACE NAILED 16" OC CORNER STUDS (1) 16d FACE NAILED 16" OC TOP PLATE AT LAPS /INTERSECT. (2) 16d FACE NAILED CEILING JOIST TO TOP PLATE (3) 8d TOE NAILED CEILING JOIST TO ROOF RAFTER (3) 16d FACE NAILED GEORGE & LINDA DRAKE DRAKE RESIDENCE ROOF RAFTER TO TOP PLATE /HEADER (3) 8d TOE NAILED 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION BLOCKING TO TOP PLATE /HEADER (3) 8d TOE NAILED 97223 WALL/ROOF SHEATHING (1) 8d COMMON 6" OC AT EDGES AND 12" OC IN MIDDLE TEL./FAX: (503) 524-7799 EMAIL: GDRAKEASSAOL HEADERS TO TOP PLATES /WALL STUDS (3) 8d TOE NAILED EACH WAY AND CONTACT: G 0 GE NOTES & SCHEDULES 16d FACE NAILED, AS APPLICABLE DATE: NOVEMBER 2004 SHT. 2 ) . ` f • S 49.5 - 7 W . 8.6 KITCHEN - - 203 DINING ROOM 202 23.0 kirl U w LIVING ROOM w g 201 w cr 21.0 \\Z - 7.\\ 26.0 1 — \ ,, 7______ ..ks �/ ENTRY - / 209 21.0 OLD GARAGE CARPORT BEDROOM 1 BEDROOM 2 204 205 2 06 208 rA—. BATHROOM 1 207 PORCH 210 I STEP 3.5 r SIDEWALK DRIVEWAY EXISTING FLOOR PLAN (2ND FLR) NOT TO SCALE GEORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 97223 TEL/FAX: (503) 524-7799 EX. FLOOR PLAN EMAIL: GDRAKEASSOC @AOL.COM CONTACT: GEORGE DRAKE (2ND FLOOR) ` DATE: NOVEMBER 2004 SHT. 3) I r -- .. e U O a t,„ z 0 .1 U (V 9, R a 2 RAFTERS 0 24 0/C L x6 2x8 RIDGE 2x6 RAFTERS ®24 0/C o a y�A N i y n cr 1 2 Co cc U m U. O C 2x8 RIDGE r 2 2x6 RAFTERS Q 24 O/C N r 4 r K �\Q n EX. PORCH 'TP 0 N l am! ry BUILDING UNE cc a X i, ' ROOF UNE EXISTING ROOF PLAN NOT TO SCALE GEORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 97223 TEL /FAX: (503) 524-7799 EMAIL: GDRAKEASSOC@AOLCOM EX. ROOF PLAN CONTACT: GEORGE DRAKE DATE: NOVEMBER 2004 SHT. 4 ENTRY BUILDING LINE 209 BEDROOM 2 (208) BATHROOM 1 207 CONCRETE PORCH NEW 2x6 PT LEDGER 210 BUILDING LINE A TrAc4 w /P) y, ..A45 F - SIDEWALK TO BE REMOVED OR ABANDONED \ �! \\ 6.5 - NEW 2(6 JOISTS § 1€ OC 6.5' 9.5' P 6.5' Nem 9.5' c� - NEW 4x6 POST (lx "SKIN" NOT SHOWN) NEW 2x6 HEADER JOIST 5 LOCATIONS, TYP. NEW 1.2' DIA. x 3' DEEP CONCRETE FOOTING DECK FRAMING PLAN SCALE: 1" = 4' - 0" GEORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 97223 TEL. /FAX: (503) 524 -7799 EMAIL: GDRAKEASSOC @AOL.COM FOUNDATION & DECK CONTACT: GEORGE DRAKE FRAMING PLAN / DATE: NOVEMBER 2004 SHT.rJ / • • . /N 1 1p U 0 N N V 0 w N a cc 0 w N D w U J +8 0: a 1 %o co 1`Q a N `, 2x6 RAFTERS 0 24 OC 2x6 RAFTERS 0 24 OC SLOPE 4:12 0 �.,., ? N 9` '�'Y *44o 0 - 15.9' I 8 NEW 2x4 VERTICAL SUPPORTS, cc TTACH TO NEW RAFTERS AND TO w z Vc *9 o EX. ROOF SHEATHING NEAR EX. NEW 2x4 RAFTER TIE w ry + � RAFTER, LOCATE AT 4' -6' SPACING - ,: z U- AT ALTERNATE RAFTERS 0 z co is O N m g NEW ROOF NT 2x8 RIDGE a (TY% 2 LOC.) 2x6 RAFTERS @ 24 OC ® 4x12 HC cc 16.0' ¢ w \,, w - ,� 16.0' ./ 7 Cr 0 0 CD w w ----1.1 w U c X E. N I L ' H LINE Q T1 F % NEW 2x6 RAFTERS @ 16" O N �� 0 S LOPE 4:12 z w ___ z V U BUILDING LINE E r I N EW 2x6 RAFTERS 16' OC I 1 Li N I �= SLOPE 4:12 I p J , ROOF LINE l // I I SEE DETAIL 3, SHT. 9 1 t /� FASCIA/RAIN GUTTER J Q* I I v --4> RELOCATE RAIN GUTTER 9.3' ���JJI I' + NEW (2) 2x6 --- NEW (2) 2x6 5 F i I J �L CONNECT TO EXISTING, 6.5' ® .. -. — A.. . -.- t — — 65' TYP. TWO SIDES NEW 4x12 HDR 0 , ? EW 4x12 HDR o '1';' ,D SEE DETAIL 1 & 2, SHT. 9 4 NOTE: SEE DETAIL 1 & 2, SHT. 9 z 0 1. INSTALL COMPOSITION SHINGLES NEW 4x6 POSTS OVER 15# ROOFING PAPER OVER 5/8" BELOW HEADERS C -D EXTERIOR GLUE PLYWOOD 1 / NEW 2x8 FASCIA SHEATHING. NEW 2x8 FASCIA ��� ���/// (TYP. 5 LOC.) REMOVE EX. SHINGLES AND ROOFING — 3.2'— 9.5' 6.5' 9.5' 3.2' 348' PAPER PRIOR TO FRAMING NEW ROOF. 2. INSTALL SIMPSON STRONG TIE FASTNERS (OR SIM.) AT NEW FRAMING KEY STRUCTURE ELEMENTS, SEE DETAILS SHT. ROOF FRAMING PLAN SCALE: 1'• 6' -0 GEORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 97223 TEL. /FAX: (503) 524 -7799 EMAIL: GDRAKEASSOC @AOL.COM ROOF FRAMING CONTACT: GEORGE DRAKE DATE: NOVEMBER 2004 PLAN SHT. (------ ---.'. (9// ( C) ) z d E . EN NEW (2) 2x8 RIDGE NEW 2xflRAFTER TIE (ALTERNATE RAFTERS) P A;71.) . �� NEW 2x6 RAFTERS @ 16 OC 2x6 RAFTERS @ 24 OC W/ SHEATHING AND SHINGLES 2x6 CEILING JOISTS @ 16 00 (BEYOND: NEW 4x12 HDR I I I 1 1 J I 1 1 1 1 1 1_ I 1 I I NEW FASCIA/RAIN GUTTER 4 p FFvi .1 11 / 2x8 rA SC A _ ANE W SOFFIT / � WALL /DOOR (BEYOND) _ _ _ _ r PORCI CONCRETE WALL /FDN ( STUD WALL (BEYOND) SECTION B SCALE: 1' = 6-0" NEW 2x4 VERT. SUPPORTS, TYP. SEVERAL LOC. NEW 2x6 RAFTERS, ATTACH TO NEW RIDGE AND TO EX, NEW (2) 2x8 RIDGE , SHEATHING /RAFTERS NEW 2x6 TRIMMER 2x4 KING POST __A -1 -I NEW 2x8 FASCIA \ 1 NEW SOFFIT W/ 2x4 BRACING @ 16 OC W/ 1/2" EXT. PLYWOOD ERS /SHEATHING NEW ROOF GABLE VENT 1 2x8 CEILING JOIST x , ' • NEW 2x4 STUD WALL (INSULATED) (INSULATED) � WITH 1/2" EXT. PLYWOOD ` NEW 4x12 HEADER 2x4 STUD WALL 152' NEW PORCH CEILING (SOFFIT) (INSULATED) 2x4 BRACING @ 16" OC �gQox WITH 1/2" EXT. PLYWOOD B ° �� NEW 4x6 POST (BEYOND) 6.5' I I / NEW 2x6 DECKING & JOISTS siii (BY OTHERS) 2x8 FLOOR JOIST WITH 1, q ct Igci nnP NEW 2x6 LEDGER { DOWELS (BY OTHERS) 3 , N CONCRETE FOOTING GEORGE & LINDA DRAKE DRAKE RESIDENCE 7" CONCRETE WALL WI I H i L • H S 4 4x6 SP SPACED @ 10" " LONG, 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 13x6 CONCRETE FOOTING 1.2' 97223 SECTION A TEL. /FAX: (503) 524 -7799 SCALE: 1 " =6 -0• EMAIL: GDRAKEASSOC@AOL.COM SECTIONS CONTACT: GEORGE DRAKE DATE: NOVEMBER 2004 SHT.I NEW ROOF. 4:12 SLOPE NEW ROOF GABLE VENT ME ■III -4111111111111111 M il ME 0 001 III ..I,� Ii ■■ MI 111111111111111111111 1 T II If 1� '. 1•Wvt' ��� Svsr ����•�� V II N EW 4x6 SUPPORT I I NEW STAIR STEPS (BY OTHERS) 2ND LEVEL FINISH FLOOR NEW 1.2' DIA. CONCRETE POST WITH lx TAPERED FOOTING 3 DEEP COLUMN "SKIN" (TYP. 4 LOC.) NOT SHOWN FOR CLARITY SOUTH ELEVATION NOT TO SCALE NEW ROOF \ ■■■ ■ ■ ■ ■1 IIIII■■■ ■II ■IIIII■ ■III 1 ■ ■ ■ ■ ■ ■■ IIIII■ ■ ■■1 1 ■ ■ ■ ■II■■ ' IWI T ITI — I III 111111111111! 1111111111 - I; I I I I I 1 I II 111010111/ P R,H I I I I I r I I I 1 1 1 I II IF • I NEW DECKING, / ��� / / I I I I I I — JOISTS AND ` �1 I I I I C, I I I I I I HANDRAIL (BY OTHERS) (EORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION EAST ELEVATION 97223 NOT TO SCALE TEL. /FAX: (503) 524 -7799 EMAIL: GDRAKEASSOC @AOL.COM ELEVATIONS CONTACT: GEORGE DRAKE \ DATE: NOVEMBER 2004 SHT. i) NEW SIMPSON 4x12 HANGER NEW 4x12 HDR EAST END 4x12 HDR I III NEW 4x12 HDR So l WEST END STUD WALL, ADD BLOCKING AS NEEDED Ill . NEW SIMPSON EPC 46 HOUSE / PORCH NEW 4x12 HDR O NEW 4x6 POST P . NEW 4x6 POST NEW SIMPSON PC 46 DETAIL 1 DETAIL 2 DETAIL 3 NO SCALE NO SCALE NO SCALE I G EORGE & LINDA DRAKE DRAKE RESIDENCE 11765 SW WALNUT ST. TIGARD, OR. PORCH ADDITION 97223 TEL. /FAX: (503) 524 -7799 } EMAIL: GDRAKEASSOC@AOLCOM DETAILS CONTACT: GEORGE DRAKE f \ DATE: NOVEMBER 2004 SHT.