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Plans (72) 1 7 2--E-&—.5 4/ Civ- 0-t 1-, iti-7-,-.2e/6,- -05-7, v-ecovie4 (11-th,v LEGEND: s® - - Ss SANITARY SEWER Pacific SD STORM DRAIN Community i` — Design w WATER LINE _ 12564 SW Main Street 0 • MANHOLE Tigard,OR 97223 [TI 503-942-9484 ■ CATCH BASIN — / �'a' �--- ,� DATE: 70/07/2076 �+rn ►��„ — — — _ �, :; STREET LIGHT �a�. REVISIONS �—`�� �` — STORM LATERAL— \O. `�_ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �► ----• "� s as as EROSION CONTROL ----------- _ TRACT G2 _ 20.00' SW GRANITA LANE , STREET SECTION, SEE 26.00' © CONSTRUCTION DOCUMENTS qss ss o ss SANITARY LATERAL v ,ss ° 299.0 299.2 _ +.�,° .° 33.0_ _ _� _ _ ` SETBACK SUMMARY - _ ��� ssoo.,i..�a SIDEWALK - \ t a • ____ 1 1 i I ' 300 FRONT SETBACK: 12' I3.00' ; I PUE ti 1\ SIDE SETBACK: 3' 1 I Ie i GARAGE I ill a IF STREET SIDE SETBACK: 8' ' ' \ \ k \;`\ v+ / ! REAR SETBACK: 3' I I I III 1 I 1-HR FIRE i ti \s, i! II PORCH SETBACK: 8' • y 0 1� 1 1 tl RATED EAVES , t �t j' yo (� 1 i 3.50' ..{ ,�A/„, m �. o 1-HR FIRE 11 ! MI1 o ;ri I 1 RATED EAVES ^ I 48 I�' 49 i� i ; �� �` ,> 'Cv 1 l tir. ' 2,360 SF ' 1 i ! l rr1 t ; o � 3.50' ' r'/•t°' sl '-'; 302 LOT COVERAGE: p 1 1 ( BUILDING: 76 11s c II�_ FF= 300.75 ,ii,�d 1 II' I o i�' t' ' LOT AREA: 2,360 SF N 1 I —�� ' I3t, I 1Li 1 ,-, 1\ m , RIVER DJ I 1 I;I ,,` I L_ 1 _ ' ,: _ BUILDING FOOTPRINT: 1,309 SF N iV_.__.. ll , ' TERRACE I ;L. PORCH 1— i , — li i l' i;/ o I 12.50' . L._ I•f !I „ COVERED PORCH: 166 SF / 1 I r 8.00' I I' 304 I NORTHWEST p — — — _ f _ j i 'n1 CANTILEVER LIVING SPACE: 0 SF 33.0' a 0 300.302 300.6 = COVERED PATIO: 0 SF Lo 304 LI I .._..eI_ M I j — WATER METER DECK AREA: 0 SF —4.9' REDUCED PORCH DEPTH-- I j 1; _ 0. LOT 48 TRACT AA l7/ /! TOTAL COVERAGE: 1,475 SF PLOT PLAN ,,• 306 f. Si ;, / 1 i I•; 62.5 % •ti,,I I /I/ IMPERVIOUS AREA: 1,784 SF I . fel 104 \ D_ i t b I ,,o j, o i /i c RIVER TERRACE NORTHWEST (503) 221-1920 O CITY OF TIGARD 2S1W6 Approved by Planning PROJECT NO.: 395-037 r. TWE: CONSTRUCTION SCALE REVIEWED BY: PRE 61 LOT 48 (R-12, SMALL) Date: 11 a��W ,o Zo RIVER TERRACE NORTHWEST Initials: All"-- -;o: Q 17285 SW GRANITA LANE 1INCH=20 FEET Z — — -- —. PACIFIC WMBER COPYRIGHT 2012 ROSEBURG FRAMING SYSTEM" These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. qua(!f/engineered wood products for/oda s builder- .�-....row. 'I' or....,... ,I� III_ o.. The plans may not be re-used or copied in whole or part,without written permission from Pacific Lumber RECEIVED _ / _ G sem Company,which retains copyrights to,and ownership of the plans.Use of tese plans by any other / DE.IL Q.cK product supplier other than Pacific Lumber Company is strict prohibited.Unauthorized use or Ti 1 pp �� RIGlDLAMLVL RIGIDRlM G ` / ro roer..sove penalties plans.infringes rights under the Copyright Act.Infringes face liabilities that include uosEsagri soRtsT pRaptly-rt \ 5 up to s2 per work infringed,and$100,000 per work Infringed wiliful4 QDsBBw'G �����. � �� �� FEB 2016 _ : RFPI JOIST =It_ IIS • /�: IIID O �DIVISION CONTRACTOR NOTEx DES/GN NOTES: ^- M� 7N IVISION 1)VERIFY W ALL FRAMING CONDITIONS THIS FLOOR SYSTEM A5 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RFFf 5L0GKHGFAT1EL5 rrcrH 6EARR61rAUABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD ALL BEAMS PER DEFLECTION CRITERIA Krs. RT. 9)(UNLESS NOTED OT ERWISE)PLAN OF L/420 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOORLOr4D/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 5LEEP/NG AREA5: 30psf LIVE LOAD I C- 12psf DEAD LOAD I I ROOPLOADMG: 25psf LIVE LOAD 1 1psf DEAD LOAD R_Z_ _.__JB....__.., R1__:„,je,::_:::::, L, REVISED 5�1)/131Q8 Jb 1 PL 1 2-1 48(MAIN) POLYGON 75C F PATIO _ .._ s Material Width Depth Grade 04 Out Lth Tot Lth -. .._ PATIO m 1 9 1/2 6 u16 16 646 4 .-_:::_'' .._..._ ......... _.,.__::: I' J2 _- 0 1 3/4 9 1/2 --- 1 3/4 9 1/2 10 26 260 6 I I I - 1 3/4 9 1/2 2 25 22 7 O RFP J3 J4 RFPI-20 RFPI-20 '161_. T SF p J4 J6 1 5/4 9 1/22 2 2 4 b .! — - J5 RFPI-20 1 '�Tr J76 RFPI-20 1 3 4 9 1 Lj. �b J• J5 RFPI-20 1 3/4 9 1/2 4 4 16 J 1 -- Bim... . RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 25 .._ • _I I JB1 BLKG RFP 2 ._.__ _......_.. l; J2. ..._ - . _... ..___._. J U .....___ J82 BLKG 1.15 LV1 3/4 9 1/2 1.5E 2 3 & OL5 0 0 J3 jI • fV 11Accessories : .. 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J3 .._ JB 1 E2 R t IMPORTANT./ 8t— — -t — • REFERENCE GUIDE FOR ALLTFRAM ON G DETAILS AND I-JOIST INFORMATION 44- START A_ ;�R11 JB1 r_ j, • FRAMING -------- START LEGEND: HERE I FRAMING ( H }--HANGER CALLOUT PORCH , PORCH I HERE & TRUSS COMPANY \® -SUPPORTINGPOST L • I ® -POST LOAD ABOVE PLAN DESCRIPTION: 16G R -RIMBOARD CUSTOMER: POLYGON (MAIN) LB -LVL BLOCKING MIs`FIRMA TO DESIGN i~t+'Epf PLAN NUMBER: IBC l -- J8 -JOIST BLOCKING ❑ :AWPJxMS O DESIGN cwan-N!TJH PLAN DATED: 4/19/12 PL 1 2-1 45 REVISIONS..SHOWN J -JOIST T B moron.:,o �� � -OUR LOCA npNS NON-CONFORMING-REVISE AND RESUBMIT ❑ E�IleODELJNO CEN�r EN'P DE516NER: Mt&Cf E.fJr1a'KM-EEr=E{:EIED F.-iF1Efi.: _ 1510o 5W ROONES FERRY ROAD ❑ CE B -BEAM(FLUSH W/JOIST) re 6:55:.1,-,Er,$,rs M.DUES LAKE 05HE60,OREGON 91035 KAMI SELWOOD HDR -HEADER(BEAM BELOW JOIST) _ - I /Ma,:- °¢m"Fac-'40115:1!70 r- xar_Tru x r- f (509)856-?669 MAIN FLOOR JOIST LAYOUT 11 HD-1 •� - .� man BBC,-BEAM BY OTHERS -""` c 1 1 s.,,nr aa"' ar-A:r E F X1,0101,.. TRUSS OFFICE s CONTRACTOR r SCALE:1/4"- 1'-O" a "".e, few ._xsc.mn au.z;,! DATE: 1/25/12 ASt!EFf,kDt ARCHITECTS� CF ENGINEERING INCA LAKE OSNEDO OORRF.GRON 9D10E5 (509)658-9669 SHEET: 1 of 2 • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) START FRAMING HERE ] PL15-264 UPPER .`:'..{ 6/7/2015 Products :-D6:: PIotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 �rnsTsT RM1 28-00-00 1"x 14'APA Rim Board 1 1 �BM1� RM1 17-00-00 1"x 14'APA Rim Board 1 1 E �, d5 RMI 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 r RM1 7-00-00 1"x 14"APA Rim Board 1 1 3 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 "� `� N BM1 22-00-00 5 1/2"x 191/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 `�` I� LL LL 12 A BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i 11 BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 NisimmtioihstWogl !limit'_ . RM1 e I Q F03 = _ I ALL BEAMS AND CONNECTORS PER ENGINEER 1 II FD3 q ® i ACCESSORIES QTY �....,,n... F01 , I.... ° 0 TFI414 24 F04 Q TFL1714 1 b, l ® y 1x14 OSB RIM FOR SHEAR BLOCKING 30' © HU412 13 F09 4 Fps b F06 II p/ FO6 IIF F, F ' I F07 FLOOR LOADINC'f FOE ERT=Rin BOARD40 LL F06 ,....j -.. 0 15 DL --- l 8 REFER TO STRUCTURAL PLAN FOR ADDITIONAL FO6 X67 POST TRANSFER BLOCKING II AND SHEAR BLOCKING REQUIREMENTS. F08 0 Fos — . I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 4„ I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I 41 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA OG - I ..4,.,E ® 85aro NCFM OM.-0�r 'MIR F06 I I I I c ❑« _ Foer roti �=1 MILELANDT AtEC TECTS :} F09 F05 L ..... n r '..,y. •=u _' u �IR�AA1� COFFORMS TO DESIGN Cv1C:PI / %..N. 41.•!°14 A / `1FQ9 0 cN@RFL TO DEIGN CONaPT WITH BEISIONS IR F08 KIN-CONFORMING-REVISE AND RESUBMITW UIS TMS ENX':.ARiG WE FE 3 FftTEVED 10 a,EPAL CRrmWtwE RM1 :5E LIE:Mar 4S'WEE 90?M.:EE?e FFag: