Loading...
Plans (37) /5-27C) SW %-4 tz-5 lei /S��a/6 a?// I I LEGEND: ` I IA- L — I —SS SANITARY SEWER Pacific � SD STORM DRAIN Conlm'rS111 t nit., MIL \ \ w WATER LINE g,8 z 478.0 478.0 - O • MANHOLE 1256 S Main .-J [T]503-941-9484 23.0' 42.0' ■ CATCH BASIN 480 rwza..:=: 482 _ �® ___® _ - DATE: 12/11/2015 STREET LIGHT REVISIONS 1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 28.71' 22.92' 19.48' 10 EROSION CONTROL —v— e i — — 1— — ; [-- — — — I�Fe F i � r-—� z — FL ____ I i L 0 I ' SETBACK SUMMARY I I [I: , \ - I - FRONT SETBACK: 20' __ 70 I I SIDE SETBACK: 5' 6,630 SF I • =..__ STREET SIDE SETBACK: 15' I I 1 BUILDING: 501780 I I REAR SETBACK: 15' 5.00' -1--� I f 71 I , FF=496.6 r,. 1 it 10.00' o i BFF =487.6 i 0 o ' 69 N / fV 1 - i i I , p 1 Y 486 GARAGE o `—� it 488 �� -- -� i�j � � o 4901 II Lo — — ——Z- = I 492- �L t �� LOT COVERAGE: o �__ F494- PORCH 1 o _ of , -- LOT AREA: 6,630 SF 0 ; 6.00' POLYGON AT o M 24.29' 20.29' 1 PUE BUILDING FOOTPRINT: 2,352 SF BULL NI: iir S 20.00' es 1 Li., T:r Ar \. 74r :/ r.,,,T F - 1— COVERED PORCH: 150 SF MOUNTAIN N •, , „ir ./ ''7 , /�` !IMMUMMEk /� a CANTILEVER LIVING SPACE: 0 SF ,,4 „„, / /,:// W ' ' ' A COVERED PATIO: 0 SF § 44101r ` 494.93[L/ / N • r.�_ ``� DECK AREA: 208 SF cn �r\ 493.8 SIDEWALK \ M I� Imo' M ANi.�!� �` �t' -1r� ` YI �_ 3; LOT 70 WATER METER - __ TOTAL COVERAGE: 2,710 SF ��' PLOT PLAN rr) OS as j ' as OS as - as SW THAMES LANE PLANT (1) STREET 40.9 % i ; i TREE: 2”CAL. STORM LATERAL IMPERVIOUS AREA: 3,426 SF ISS ��` KATSURA TREE / SS /' SS j ""�'' D % ; j' 0 CERCIDIPHYLLUM SANITARYr 6 LATERAL , ! jAki . 1 ° — I-- JAPONICA f �— -- _ 5 i ------- I I---------- '-'- I ---------- -4 i: lr o )(/ X/04N///)77P : /777/V/ r -- --- /iy-,1- <,././// ; k.!4' ,:, CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning 2 I, /S1g W ' �/ PROJECT NO.: 395-031 f.V V Date. J TYPE: CONSTRUCTION LOT 70 (R-4.5, LARGE) SCALE REVIEWED BY: PRE POLYGON AT BULL MOUNTAIN Initials: (��� ,O 20 15270 SW THAMES LANE 1 INCH=20 FEET Z • PACIFICLl1MBERCOPYRIGHT2015 DE5/6NNOTES: ROSEBURG FRAMING SYSTEM'" =.: :%:K i THIS FLOOR SYSTEM WAS ""`H L0""4"' ,Id ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. quality engineered wood products f0/tOCIOV S builder'. ° The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR i EXCEED THE LIVE LOAD I IGIDLAM-LVL RIGIDRI M" ,.,. :;ports vows FROM neo. Com an which retains copyrights to,and ownershipof theplans.Use of these lens byanyother "„,�.„,:- 4411,1110 I IIID To ee..wl,se�on Company. p DEFLECTION CRITERIA EAR,.0.12EA OF BLOCKS ��, T "� - -`� BELOW To POST AeovE. product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROYE@URe FOREST PRODUCTS ROSE81lR6 roResrveooucrs / , copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include OF L/480 / penalties of up Co$20,000 per work Infringed,and S100,000 per work infringed willfully. .M1111 /I FLOORLOAD/AD :RFPI-Joist � \\/�IM a �2psF DEADLOAD5LEER[u'tauReFoedifpAoDuct5 ���` •✓ II�1 ' BASEMENT FLOOR JOIST LAYOUT P« .r� � II\, 50psf LIVEIN6 AREAS: n SCALE: 1/4”- 1'-O° 30p5f LOAD °°^4.°1- 1 2p5f DEAD LOAD m»^- °wm,"°•-=N p START START ROOF LOAD/1.16: FRAMING FRAMING 25psf LIVE LOAD RFPs BLocKINGPANELS NTH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 1 1 psf DEAD LOAD N.T.S. N.T.S. HERE \ z HERE 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFFI-20 e 16"O.G. I 1 ® CONFORMS TO DESIGN CONCEPT R1 I ❑ CONFORMS TO DESIGN CONCEPT WITH R _ PATIO REVISIONS AS SHOWN PATIO - i I �1 I , I ❑ NON-CONFORMING-REVISE AND RESUBMIT V 1 ' THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT No AND DOES NOT RELIEVE THE i 1 ., p 3, I (� _ FABRICATOR/VENDOR OF RESPONSIBILITY FOA CONFORMANCE WITH THE I l j J3,�3 •j f 1 ^I`` A' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF i✓F.C'HAVE PRIORITY _ .� R 1 \ /' H -vP 1 q ONE THIS SHOP DRAWING. I J13°1 I i1 B1hB,1 1 I 1I B.1 B1 11 l -J$Js Jb3 J3 J 3 J167,_ 1 „y. Arnold R.Solomon Date:December 3 2019 ( I _3 J 8(3-13..}�i JB 11 it CT ENGINEERING INC • I i J 1 I 1 IS CONFORMS TODEsGNCONCEPT l �I II 0=5,104ISIGN CONCEPT WITH IIr . l i I ' J• J2 12 2�2 J�2 42 2 _ ae.aFa c« VIVIa I �i �l J2 L J2 J 2.Ik J2..2-.0 R 1 MILBRANDT ARCHITECTS R 1 I I �... 32 _ JB I II h J1 J'1 J1 41 "I 41 J1 _1 J1 J1 .J1 J1 41 1 -11 J1 41 _1 41 J .11 4,1 J1 II 11 7 il 1 I ' 1 'I i ' 1 l' i 7 1 / 41 1 -111 J 1 li , ! il•� / I it 1I i II II 11 1 1 , I. l is _— 1 - ., , I! II ��I I r I /. / / 1 / 1 IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION CONTRACTOR NOTES: F1-15-405 (Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 1 15 BASEMENT WITH JOISTS °',r` 2)ALL FOOTINGS PER DGNIGNSR'S PLAN palm'', F. umber LEGEND: Mrk u Material Wldth Depth Grade Qty Gut Lth Tot Lth /� (UNLESS NOTED OTHERWISE) ( H Y--HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN J 1 RFPI-20 1 3/4 9 1/2 14 24 336�/ (UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 10 28 280 ® -SUPPORTING POST 4)USE CAUTION WHEN GUTTING J3 RFPI-20 1 3/4 9 1/2 11 12 132 FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 & T R U S S COMPANY e -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 055 Rim 1 9 1/2 5 15 80 R -RIMBOARD SHEARWALLS B 1 RigidLam LVL 1 5/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)858-9665 LB -LVL BLOCKING52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 TH/515APLACEMENT PLAN ONLY' JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESCRIPTION/NUMBER: 115 (BASEMENT WITH JOISTS) JB -JOIST BLOCKING This layout is to be used in conjunction with J52 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify all PLAN DATED: 11/29/15 B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors Accessories Purchaser responsible for approving this H 1 (THO 17 950-or-ITT9.5 6 DESIGNER: KAM!L.HENDERSON DATE: 12/1/1 5 HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. 550-BEAM BY OTHERSBASEMENT PL 1 5-4 0 5 FLOOR SHEET: 1 of 3 —.1== PACIFIC LUMBER COPYRIGHT 2[114 ROSEBURG FRAMING SYSTEM'" DES/6N sores: quality engineered wood products for today's builder- ---.-- ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS /MPORTAN_T_.! The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR RI GI DLAM LVL RIGI DRI M AlI ��� REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD Fa i roduct su Wier other than Pacific Lumber Gom an Is strict) rohibited.Unauthorized use or �.�, souo e�ocK au ,,,a,a,+,-, rosrs FrcoM Heave '''',,,,,,t. ro eEnRixe seCow. ir<srn��sa�nsxs�ocKs p PP P y yPROSEBURG FOREST PRODUCES RGSE8tM6 f01PESr PRO0UCi5 ,I/F ' ,III BELOWTOP051-ABOV GUIDE FOR ALL FRAMING DEFLECTION CRITERIA �/ copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include OF L/450\, `` BELOW GOeoer.eLOC DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work infringed,and$t oo,000 per work infringed wlllfuilu �'y //I 40 RFPFJoIST y` I�O. PLOQR L/OA ORD. R tiRGIORESrt SCIS -4'ti ,'''' I 1 2p5f DEAD LOAD SLEEAREAS: 3OpoP LIVE LOAD Rrnx.+E.�„a•,..,".� 1 2p5f DEAD LOAD z'F:7:7 .,Po "z — MAIN FLOOR JOIST LAYOUT SCALE: 1/4"-1'-O" ROOFLOAD/N6: RFPIBLOLKINGPANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL 25pOf LIVE LOAD N75. N.T.5. 1 Tpsf DEAD LOAD 12" I START START 12" R i x (2)54, I FRAMING FRAMING (2)ea x R1 �J ter— HERE HERE DECK — J9 Iz1 Jb l B4 _ JB TB4 DECK 84451 B4 i--- ▪• T 1' J � T .J9 _- __ (2)52== _ ___-j : (2)52 J9 -e R1 42---------------4,B4 �- �T d F0-I'13 - r ----=# B4 J2� R1J R B6 ' 56 1 IL O e.1 J-1 -------- J5 =_ r /tet R1 -E tNn R1 f"}'9 ----d5 =- :�r▪ ` - J5 r, # - € 3J= - - U w m U �� (2)JB --- J' ` -c�' - r o _ (GLIB 151 B1 _� --_ O f Z O i , ( JB$2" -- , ry V X (V J'" -----j5"----- r `fir = - -_, d b L .( ---- - 15 ,Imi- ---- —.R 1 K F r R 1 -1 --J5 r —€ r z D r il __________,e, --- I - _ -I Q ,- 1 _L HL r r__0. $ice I O F Z O 1-_ Col a ,,i - 0 Z _ o - -- G, L3 w 1n = = — nV ' 1- ' to t —�F - IN CONFORMS COTO DESIGN CONCEPT /J•.. E. L--i C -- --. I ::: g2 :. O .. -___. --::.8.2 -.- _:, --_,:- -__ B3 ' T ,:,h K • -- a -- i ----�4 -- -- --- 1 63 L--- ill --- --d4 - - II r- By .,a'e Dare vs r- , �4 MILBRANDT ARCHITECTS I • _ -- -=�1- _-_ s J4 f' R1 R i r Jh I J i i a' 2 — - CONFORMS TO DESIGN CONCEPT J'2 '' rJ 1 J I,I II 2 \ 4 / 6'-5 7/8' CONFORMS TO DESIGN CONCEPT WITH -5 J4 -.i- REVISIONS AS SHOWN I' J2,2 JB 1I ❑ NON CONFORMING-REVISE AND RESUBMIT / J 1 '�} THIS SHOP DPA'Y NG 145 BEEN REVIEWED FOR GENERAL CONFOAIMNCE ,,_. _ ITS THE DESIGN CONCEPT ONLY ANC DOES NOTRELIEVE THE I) ______ ___ —r FABRICATOR J NP R OFRESPONSIBILITY FOR GNFO SAI*E IYITH THE Y - DESIGN"AAI.W.,AND SPECIFICATIONS ALL OF 6 , I -- i —__ _ �l4---__--_ C'E,. TN NAVE PRIORITY L—_---_ __ • OVER THIS SHOP CRAVVING. J4 By: Arnold P.Solomon Date:December 3,2015 • J4 I 11 _-- -_ CT ENGINEERING INC J1 J 1 ------ J 51 �' \ . II JG 1 1 Je 1 II J1 PORCH 1 , J1 'I I i I 1 PORCH R1 J2 s J2 ,G1 ------ J3-- --- j. -fit-- -- R1 R1 PL 15-405(MAIN) CONTRACTOR NOTES: POLYGON 170(BASEMENT WITH JO15T35 1)VERIFY ALL FRAMING CONDITIONS Mrk• Materiel width Depth &rade Pty CutLth Tot Lth 01 BIG BEAM 1 1 7/8 2.1E 2 14 28 2)ALL FOOTINGS PER DESIGNER'S PLAN B2 RIgId_am LVL 1 3/4 1 1/8 1.5E 5 20 100 `:::1 LEGEND: ALL NOTEDER DESIGNER'S 05 RigltLam WI- t 3/4 1 7/5 1.5E 1 14 t o paigh �� umber /—� 3)ALL BEAMS PER DESIGNERS PLAN 04 Rigiaam LVL t 3/4 1 7/13 1.5E 1 a 20 Filler blocking is not structural) requiredprovided both ( H ?---HANGER GALLOUT (UNLESS NOTED OTHERWISE) Bs Rigiaam LVL 1 3/4 1 va tsE 1 18 1 a g y 0. 3 �/ B6 BIG BEAM s 1/2 1 WS 2.1E 1 12 12 I-Joists are continuously laterally supported by ® 4)USE CAUTION WHEN GUTTING .101 BLKG 1.15 LVL 3/4 1 1/8 1.5E 24 5 72 connection to the sheathingat the t0 flange.In & TRUSS SUPPORTING POST FOR PLUMBING JB2 BLKG RFPI-20 5/4 1 va 15 5 45 p g COMPANY ® 5)PROVIDE PROPER SUPPORT AT ALL J1 RFPI-20 3/4 t va 4 10 40 addition,the joint in the sheathing shall be positioned POST LOAD ABOVE SHEARWALLS J2 RFPI-2o 3/4 1 7/a 6 1 z 7z over the center of one of the two top flanges to assure shear transfer between sheathingpanels. R -RIMBOARD 13 RFPI-20 3/4 1 7/3 32 20 640 105 15 SW ALLEN BLVD BEAYERTON,OREGON 91005 (503)85H-4663 J4 RFPI-20 3/4 1 7/8 11 30 330 ___ LB -LVL BLOCKING Tom,'/5 ISAPLACEMENT PLAN ONLY,, J5 RFPI-20 3/4 1 1/8 11 14 266 ---- Fangew�^ PLAN DESCRIPTION/NUMBER: 1"IB (BASEMENT WITH JOISTS) JB =JOIST BLOCKING This layout Is to be used in conjunction with J6 RFFI-20 3/4 1 7/8 2 e 16 +-ya• z.,r,a z4,g z,rz• 3,a Architectural/structuralplans.Yerif all J7 RFPI-20 3/4 1 7/a 3 to 54 �� CUSTOMER: POLYGON J -JOIST CALLOUT y Ja RFPI-20 3/4 1 1/5 1 2 2 a4a maap Mn Max MF Max. Mn Mm Max Mm Max PLAN DATED: 11/29/15 Shear wall blocking placement and connectors J9 RFPI-20 5/a 1 7/8 3 16 45 B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this R1 055 Rim 1 1/5 5 16 125 DBL I-JOIST WITHOUT FILLER GONSTRUGTION eo. z +e z +e z za z za z zo ayout prior to any construction. NT.S. DESIGNER: KG4M/L.HENDERSON DATE: 1 2/1/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories ear z +R z +e z za z za z za 1155 16 BBO-BEAM BY OTHERS H2 MIT41 L3-or-17711.55 56 P1- 15-405 (MAIN) SHEET:2 of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 7-06-04 17-07-12 24" OPEN WEB JOIST @ 19.2" O.C. 15-00-08 / STAGGER F15 JOISTS @ F02 / GIRDER TO AVOID TF ItltlON FVNGER COLLISION AND v v : c c. c c c v_kq , c ±: —PLUMBING ABOVE START FRAMING HERE POLYGON Ln v -sr—L->—U7-LO �' op 17B (BASEMENT WITH JOISTS) MOVE JOISTS +/- 4" TO LL LL I LL Jd A 1-Ob�✓a,���4 LL ® s. PL75-405 UPPER AVOID PLUMBING ry Ico co co co co co co coQ 1-OCmF02 e m o—.o—la V- 1#—f�—p. ra n faa p— 12/7/2015 N LL LL LL LL LL IL'.LL LL co o 4 Products 4'$ PIotID Length Product Plies Net Qty Z m BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 CONFORMS TO DESIGN CONCEPT F40 F40 F40 F41 F42643F44 F45 BM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH _ BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWN ° BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ❑ NON CONFORMING REVISE AND RESUBMIT �' m q BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 co coTHIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE LNL LLLL LL LL :LL LL LL LL IL LL 1- LL LL - 'LL LL LL LL' Q BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 'KITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N NI FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE : r` N : BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY A 0 —IL LL, BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 1' OVER THIS SHOP WANING. F03 . 1 8,v: Arnold A. Solomon Data:December G, 2016 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 CT ENGINEERING INC8 INE LL 0 rn m N N N 'N F03 in ,Lo BEAM FLUSH WITH TOP ACCESSORIES QTY ® wPM5roOF5GN CONCEPT U. ILL LL U_ O U- U_ OF FLOOR JOISTS HIT424 47 ❑ "oN T o�GNCONCEPTwTR o, o A O ❑ 2X4 DF#2&BTR FOR RIBBON 210' 1 ;-05'3 ......� 45 40 .�. , [3i'i1 D,. - -ij u_ 011e._ L © HGUS5.50/12 1 MILBRANDT ARCHITECTS 0 IT 1-05-'3 © HU412 2 (O O7 f q LL LL' U O HGUS5.25/10 1 F47.F40=40 =40 41 F42 .43 44 F45 F40 IBMBI FLOOR LOADING BKl=BLOCKING 40 LL N N N N N '.N N N O RMl=RIM BOARD .ILL LL LL LL :U_ U_ LL '.LL LL 15 DL _ CO REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING o 4 r n r n r ^ n :M IBM4 AND SHEAR BLOCKING REQUIREMENTS. u4i LL LL LL LL LL :LL LL LL ILLI. C : I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN mF I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I LL 1� I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I U a ® a ata 40 41 F43 F45 BMS F47 F40 F40 F42 F44 F40 �;-�---- 111 .1� I III Ima. .a.g. ............. DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifiumber SCALE: 1/4"=1'-0"on 24"x36"SHEET & TRUSS COMPANY - SHEET 3 OF 3 Z CONFORMS TO DESIGN CONCEPT n CONFORMS TO DESIGN CONCEPT WITH50X[]CONFORMS TO DESIGN CONCEPT REVISIONS AS SH N � 0 REEVISIIONS NOTDOESIGN CONCEPT WITH L,�Yc ^I 28� I 19' p NON-CONFORMING—REVISE&RESUBMIT El NON-CON RMIN -IR V JE A I0 RESUBMIT THIS SHOP DRAWING GAS BEEN REVERIES FOR SENERPL CONFORMANCE MN DESIGN CANCEET ONLY AND DOES L.T RELIEVE ?HE THIS SHOP DRAWING HAS BEEN EVIEWED FOR G NERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILEV FOR CONFORMANCE WITH SERINE WITH THE DESIGN CONCEPT ONL AND DOES NOT.RELIEVE THE PRRAWw,OEPESI SNORDBBWING aLrcoDEs.ALLOFwlnclluve IORINGOVERIMSSHOPD ATM ANDA. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE By Alexia Fukul Date 5/12/15 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF HO/ICH HAVE PRIORITY MILBRANDT ARCHITECTS OVER THIS SHOP DRAWING. �� �1/� , . ._ lim11,1 7 By: Arnold R. Solomon Oak NDvalRhalr� ao7,� per/ CT� INEERING INC, . . kik El dia'-'' 53 INIE M i . 1\ milmEi in! umn.:, 4 Ii01111.M III Mil rAININII 'emu= - inewiNt. Drl1 ' (� iU IIIIIIL FL N IF 8:12pa unin 0,AFAMI DCJ4 , , A%. DCJ2 L A7 AMIE re an ii) CJ4 miilll D.18 miiiIIL-- DJ8 L. hr CA _2 11.1rAMPr a alii g o - 1 CJ1 r IMIrr IS 8: 2 0 01 :- AW1 InIN AlIn. � !moi ■i--- :{ , I_• 8:121 �DM= pEr= I 13311111I .1„.�II Al A 17. ■ kr .. :1) I PMI ■ GARAGE FALSE GABLE FRONT HANDOUT 4'.47 I- 11%3' r 1V-51/2' I I. �I 18-2 stir ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE- ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 11/02/15 PLACEMENT SS ° D CALCULATIONSAN =% ENGINEERED STRUCTURAL PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 7-6INFORMATION.BUILDING DES IGNER/ENGINEER OF RECORD 'W PLAN: RESPONSIBLE FOR ALL NON-TRUSS1, um er DRAWN BY: DM REVISION-2: TO TRUSS CONNECTIONS.BUILDING r' DESIGNER/ENGINEER OF RECORD TO M N 17 / B CHECKED BY: REVIEW AND APPROVE OF ALL DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.11" — 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.