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Plans (107) MST I'-- CC: 1 , I CAS k Ae_, L-4,,,_ _ LEGEND: • _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_-,- - - _� � ss SANITARY SEWER C Pacific -- —TRACT A _ �� 4839 so--- STORM DRAIN Desi a ntulity 480.0 _-- �.-- — _\-- —\\._ — w WATER LINE 12564 SW Main Street — — — �6A•0' G ! MANHOLE Tigard,OR 97223 x, �� ' m 5O3 941-9484 \V> 180, �2, � 6 ■ CATCH BASIN DATE: 9/29/2015 — — + STREET LIGHT REVISIONS _ _ -- }( -'�\�� CITY OF TIGARD DOVE TREE/ DAVIDIA NO. DATE DESCRIPTION �?� � I �'� ; t'�; INVOLUCRATA: �X 37.80' '� '� 1kpproved by tanning II I D te: 4 li STRAW WATTLE PERIMETER �` `� m m cxx xx_ EROSION CONTROL \ ( I 1� 11 I Initials: /( i ----- IL--'\, I , Ix - a I I \ SETBACK SUMMARY —J , x, 1 ---'�I FRONT SETBACK: 20' 1 ' SIDE SETBACK: 5' 1 L 1 BUILDING: + 8 ' FF =480.86 �j STREET SIDE SETBACK: 15' — ' i 1 \ REAR SETBACK: 15' 5.00' h ice— 7 i — 5.00' — , ; 6,822 SF 1 \ 1 _ 1 1, t 1 k 41GARAGE i 11 \ \! \ IT \ r _ — r i 1 LOT COVERAGE: DJ 4, -�— -__ __r J I t — PORCH —t 11:2�1 - LOT AREA: 6,822 SF POLYGON AT li "' --� BUILDING FOOTPRINT: 2,364 SF �{ ` BULL N 1 'x 25.65' ! ( 6 / 27.65' % Pu ,TY,Pil 20.00' COVERED PORCH: 312 SF zw SIDEWALK _ 4 .131,11181141.1041.MO "II — — \ MOUNTAIN 7.7 ( _ �\ 4 '3 � \ CANTILEVER LIVING SPACE: 41 SF a 476.3 � 1 \ / i _ o G ,, _ , x-,. _ _ :i ri / �� ' ' �= --� -y_ , DECK AREA: 0 SF o + " �� __ TOTAL COVERAGE: 2,717 SF M . '�� _ LOT 7 _ s �,' / SANITARY LATERAL i i 1 I I 39.8 % PLOT PLAN o , STORM LATERAL WATER METER ' / I I IMPERVIOUS AREA: 3,026 SF 0 \ s'il �p imi SD SD SD — SD D c W iW a \ tr. SW DANUBE DRIVE/ v \ / /�� '5 ' / 1 \ 0 N 0) POLYGON NORTHWEST (503) 221 -1920 Q PROJECT NO.: 395-031 Os 2S1 W8 SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE LOT 7 (R-4.5, LARGE) POLYGON AT BULL MOUNTAIN O INCH=20 FEET Z 15045 SW DANUBE D R PACIFIC LUMBER COPYRIGHTZ014 ROSEBURG FRAMING SYSTEM" Theseplans and the designs are co / .a ',, r Ii quality engineered wood products for today's builder" g copyrighted under Federal Law by Pacific Lumber Company 201 4. _ 1� 1 1 0 4 Y The plans why not be recused orst ,copied, nle or part,without. etof permission from Pacific Lumber RIGID LAM L Y I RIGI DRI M Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use orROSEIRO?ORM PRODUCTS eosflulRa;FonerneCkarcl3 copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include penalties of up to$20,000 per work infringed,and 5100,000 per work infringed willfully. 1 1 t; )! r I �` �. /UI '' RFPFJOIST OWS - GONTRAGTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS _ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING START START FOR PLUMBING FLOOR LOADING: FRAMING FRAMING 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD HERE HERE R SHEARWALLS 1 2psf DEAD LOAD • tZ 1 R 1 SLEEPING AREAS: TH/5IS A PLACEMENT PLANONLY 3Opsf LIVE LOAD This layout is to be used in conjunction ti junc On w ith 1 2psf DEAD LOAD i I '- JS-- - Architectural/Structural plans.Verify all J9-:.. _ ... :. ,Jq I .. . • I J$- shear wall blocking placement and r5 ROOF LOADING, sf LIVE AAAA... 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AAAA._ AAAA _...._.� � � � � '+;,: PORCH 1 PORCH - - 1 ,e MILBR�ANtT ARCHITECTS I I � CONFORMS TO DESIGN CONCEPT JMP_C3RTANT.j J REFERENCE INSTALLATION UPDATED 224/15 Kul REVISED 101515 K04 - 0 CONFORMS TO DESIGN CONCEPT WITHGUIDE FOR ALL FRAMING PL 1 4-4 1 1 (MAIN) REVISIONS A'S SHOWN DETAILS AND I-JOIST INFORMATION POLYGON 19 A _ ❑ NON-CONFORMING-RE:9SE AND RESUBMIT Mrk a Materiel Width Depth &rade tatty Cut Lth Tot Lth itliS S15F C+tA'P:CNu`:.5 EE=R?=7iE4C FOR GE4EPA:rp8^,+µ:y.;= 51 Si idLatn LVL 3/4 1/2 1.5E 2 14 28 AYH—RE 0401011 A:£POILY AN.C9E 4 1 E E 82 RlgidLam LVL 3/4 1/2 1.5E 2 15 32 `AS= A i 4?..'F PE +: FOR N xiY E flii £ - LEGENNG 55 RigidLam LVL 3/4 1/2 C.5E 2 2 4 ArnoldISO om1 I .-u ALL '' E ? p � 64 RididLam LVL 3/4 1/2 1.5E 1 10 10 OYER t 1t_:N H r---HANGER GALLOUT es RewLam LVL 3/4 1/2 1.5E t e a Ad R.SolomanER ,ootccer Is_�rs R1 055 Rim 1/2 9 1b 144 CT ENGINEERING INC ® -SUPPORTING POST J1 RFPI-20 3/4 1/2 1 24 24 J2 RFPI-20 3/4 1/2 10 36 360 & TRUSS'. COMPANY e -POST LOAD ABOVE J3 RFPI-20 3/4 1/2 3 20 60 J4 RFPI-20 3/4 1/2 1 18 18 _ R -RIMBOARD J5 RFPI-20 3/4 1/2 1 6 6 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVLBLOGKING J6. RFPI-20 3/4 1/2 8 50 240 MAIN FLOOR JOIST LAYOUT Jl RFPI-20 3/4 1/2 4 5228 PLAN DESCRIPTION/NUMBER: 501 9 A JB -JOIST BLOCKING Je RFPI-20 5/4 1/2 10 14 140- SCALE: 1/4'- 1'-0' CUSTOMER: POLYGON J9 RFPI-20 5/4 1/2 10 26 260 -JOIST CALLOUT -161 BLKG RF14I-20 3/4 1/2 40 3 120 PLAN DATED: 1 2/1/1 4 B -BEAM(FLUSH w/JOIST) Accessories NOR -HEADER(BEAM BELOW JOIST) 111 714011450-or-1174.5 5 DESIGNER: KAMIL.HENDERSON DATE: 1 2/5/14 BBO-BEAM BY OTHERS PL 1 4-4 1 1 (MAIN) SHEET: 1 of 2 • L <START FRAMING HERE -00-00 BM1 1 Y I _F. 98 0 U like 24"OPEN WEB JOIST @ 19.2"O.C. POLYGON / k'' : I 1 nr ® 19A (old 5019A) 1111'1 PL14-411 UPPER 10/14/2015 r n n r r n n n r n n n r- RD Products LL LL " w°I ii �, LL LL LL LL PIotID Length Product Plies Net Qty BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2 I Irk BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 w LL' BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 o BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 A 1 1-=BLOCKING li 1 ,° p k E,• / 1 1 rt- / 1 RM1=RIM BOARD FL _ I _1_ _r_ 1E- _@_ 1 _I_ 1 — ��_l ACCESSORIES QTY ,-,,,- ,-.-r 1 Iiiii,.. ,,, 0 1 ill Q O HIT424 64 III ! I ;F2'' I"_ ':a'S 2X4 DF#2&BTR FOR RIBBON 194' ILF1 III III 1 ! Li I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN t I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I I` N. �{ FLOOR DESIGNED TO MEET OR EXCEED_1480 DEFLECTION CRITERIA O �rmom l: a. Nu 1FLOOR LOADING' bIll -11.111111.11.1i140 1.1 I 1 11 L 1 10111111111116/11111E1111111111111161: �Or F03 'qi 1 JOIST WITH DBL RIBBON ■��■m �� _ - .. ,..IIIII► 1411111 Pac umber m +� 122 � fBM & TR U S S COMPANY ® 4 F28 F28 F28 ® F28 F28 F30, F28 F28 F28 F29 CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP ORA0'NG NAS SEEN REV:RED FOR GENERA._CON=ORVSNCE //I-T:E OES.ON CONCEPT ONLY INC COES NOT RE IEVE TFE g COMM..m 3Ent.WNW" F.ASRICATOR VEN00R OF RESFONSIEILITY FOR CONFORELANCE V,OTH THE —LUNFORDAS TO DESIGNca.cEF:KrH DESIGN GR1/11105 All SPEGIF:CA-NHS ALL GP ASIC-.NAVE FR'H: OVER TR_S SHOP CRAANG. P,r, Arnold R.Solomon Cate:October 10. 2015n- "" CT ENGINEERING INC MILLE/ANI..._.AAR.ARCHITECTS MILBP.ANDt RR(HITECTS