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Plans (10)r__._._..................... mimi ..7m...immiimmmun....u.imm, : I" SW ROY ROGERS ROAD SANITARY SEWERPacificPLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. Community ) STORM DRAIN 2" CAL. KATSURA TREE/ % - Design CERCIDIPHYLLUM - E- TER LI 12564 SW Main Street JAPONICA, TYP. � �� 4 MANHOLE Tigard,oR 97223 sem/ _—" 10.00' �. -i— --"a-. t � [T]503-941-9484 ,'_ \\ ..--+---� _ . LANDSCAPE TRACT ~_ 'fes`° -� - 7.50' �/ CATCH BASIN DATE: 10/03/2016 /'LANDSCAPE TRACT ,(),' ' _._ ` ----- , ----,----1--t_ --1-,. ,:__�"t-'-,,' ,- - y ;_ ----� STREET LIGHT REVISIONS _ SL. --' > / 6 - _ /,_ -_ _,� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - = = - z--- EROSION CONTROL - - - `_r § 286.6 \\,,,,,,________7_, -___I---- ---11--- - \• ,, a \\ q:/ \ ; _,------- , - _ — © SECTION, SEE �; ', � _> -,- - - _ , _ CONSTRUCTION DOCUMENTS - —1— - 286- " --- T —__ _ — - - --- - - 82 A------10.73'i, __,- ---- _—r---------.2g4 _.—�.. �' y � 2a— 1 - _ ---� _- � '��' � SETBACK SUMMARY f z ,I I I fa i` 0 00' il ' I ri j _ FRONT SETBACK: 12' I I 'I t r t 175 1 }} % 1 � t 1 1 I 1 REAR SETBA � t CK. i 10' I I I/ J 1,591 SF i =1 I-`, I{ I - ;1 COVERED PATIO: 5' �, �,� BUILDING: ) / Ij E I ' �1 q18o 1'' ztj ,r � 1 � SIDE SETBACK:* 0' Y ` I I 5PLEX-E7B 111 I lE 179,E I RA T G i 7t , If 181 GARAGE SETBACK: 20' E ,t I PORCH SETBACK: 8' a -- it TRAC/ F 1 UFF=290.5 l ( ; `I 78 I I I t _ r. I i 177 t / , _ 174 i 1 I IGFF=281.5 ' 176 I �_ * FIRE CODE SIDE SETBACK: 3' 73 I 1 , t 0 1 I in 1--! it ;� ill I °- ,�-_ o / 1 E I I / a FRONT -1• I11 , _ l -- ,1I � 4 I GARAGE I E i_ �1I -' 0 3. T� F ,V 1. �, =� )I Y -- ' — 1� Imo' --- - --�1Fs -I-`tom ;Lis --i-i-1 j [ - , -_-�-....-_-.1 1 I I L_ o ... ''i 1 L.. _J I_ I I n'' _ LOT COVERAGE. _ C 6.00' ii LU - 21.54_ - — — — - - - ,` _ PUE —J —_ LOT AREA: 1,591 SF W _ 16.43'- - - � - - i _ — — — / PGEI - v, / I_ _ _ _ _ _ , ..........,......... BUILDING FOOTPRINT 651 SF _ TERRACE -o IllUI ll — —Lri I .'ilW a ` o ,.,i • A--r i ' COVERED PORCH: 63 SF s. - - 280.5 � NORTHWEST kh,,9 281.3 t v ._._ __ +r 1 - �+ CANTILEVER LIVING SPACE. 104 SF N N 1 `61i i1 C'' t _ i: LO \ N . 1 -....f 0. _ % t^ -- — STORM LATERAL - — _._� y 1 1 COVERED PATIO: 0 SF �.. iG:— —1 �_ CIS �,_ QS ---._, ' DECK AREA: 92 SF `�} e LOT 175 N. WATER METER SANITARY LATERAL t 32 00 TOTAL COVERAGE: 910 SF _ � /- --.-- ss -_- _:- __---'4--_- _ 55 _.:� - PLOT PLAN a I RGINE TERRACE _____:: ss O57.2 % SW AUBE f / N / N = 4-=v = � _ � {.: D- 'C`----_ --"`�� ,� s_.... IMPERVIOUS AREA: 1,139 SF o EC f I Ln a \ rn _/ 7 -6 0 \ \ , 1 iii ° _ \ , \\_ \ - Y. 3'9. J to`�. 1 - - - --- - - - - -- - - f- r� 1 — ' — I ---1L- �-- _ — - /- CITY F TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning3 0 2S C /„� Date: �1 - 4- (SO395-037 1 W6 PROJECT NO.: CONSTRUCTION j TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 175 (R-12, ROW HOME) Initials: CP�� 10 0. RIVER TERRACE NORTHWEST 13254 SW AUBERGINE TERRACE 1INCH=20 FEET Q Z LEGEND: SW ROY ROGERS ROAD SANITARY SEWER Pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. Community ,- SD STORM DRAIN 2" CAL. KATSURA TREE/ ' D _ _____L/______ -; - —� w WATER LINE Design CERCIDIPHYLLUM �. 12564 SW Mainsheet JAPONICA, TYP. ' ` �� - �' Co) MANHOLE Tigard,OR 97223 _ -�-_—__ / tom..._ \\ �(�- '" '"'C..a--"- �"`= ,... [T]503-941-9484 71 / ----- - \� .-- - �' �.T� —Q CATCH BASIN DATE: 10/03/2016 7.50' \ — LANDSCAPE TRACT :_ \\ __— __a_ ----- __.. ,---r m '''' y '7 !,__y STREET LIGHT LANDSCAPE TRACT _v — ; — ----H------ - -- i___ __ REVISIONS / I-'y -r-- .q -_.- i :' �`-_'_" .J3 /� !----._. 4` - __._ PERIMETER ' NO. DATE DESCRIPTION = _ - — — —�b x'� = _ �� — EROS ON CONTROL — — " 282.5 ' .-' -6.50'' it ,, 2 6 '-- -_--' __ — — _- — STREET SECTION, SEE 0 �vv / t v _ - CONSTRUCTION DOCUMENTS * -.te __ --- - - Y `_ - ---282 -- 71 80 — I �, — r `� — I (' SETBACK SUMMARY I _ 't 'i I I ri 0.00'1 {' 11 I I I I'i t FRONT SETBACK: 12' I ,f j' /1 l i I I II 175 + I` S REAR SETBACK: 10' I �I 1 `+ 1,591 SF / j I `� 'L .. '1 �. COVERED PATIO: 5' ,, / / - 1 f I �1 LII - SIDE SETBACK:* 0' �1 BUILDING: _ 180 GARAGE SETBACK: 20' N1 Ir' 5PLEX-E7B 1 j 179' II RAC7T � i / 181 ! / I. f PORCH SETBACK: 8 E I TRACT F UFF=290.5 I I 178 _ I I _ __...._ i . .<. a GFF=281.5 , 176 ) 177 E/ �l I I I 7 * s t ] C I FIRE CODE SIDE SETBACK: 3' 73 i 174 I I � ]) i] l] �� 11 . 1 I' ,o I1 I � f�1 �) � 1 E l= f FRONT �° GARAGE �o l i! jl 1 J1 /' 1/ (? ,l 3.67' ii I I ii 11 j 1 _ _ o — 1-_- — � ,"�•;t--- -_=1,Ts --L �--11....1-------11,' �—111 —=t�I--- � j. I L.. of L — I I / LOT COVERAGE. o I — — I I 21.54' _ — — — ' ]a PUE �/ LOT AREA: 1,591 SF r— __ / 16.43'- , — — .,- - - - - - f - - - I — RIVER _ — — 1 PGE - BUILDING FOOTPRINT: 651 SF TERRACE • 1 �.�^tea �_`-�.�" ... _ ERRAC A I l , • 11111MI 1 \ ' I o \ ' ,� COVERED PORCH: 63 SF NORTHWEST _� o-281.3— . I 280.5 ,1 1 — .. . !� N l I .' . i _ ili �- """""""� ° r i° CANTILEVER LIVING SPACE: 104 SF CD a _ j : i N L N /��.. 1 t ��� � f (� t TORM LATERAL — COVERED PATIO: 0 SF 0. m — a c,, _- (..;-) _____t- GS e), Q4 DECK AREA: 92 SF `° �, as Cls — o � 1 — aS -_._ LOT 175 WATER METER ' SANITARY LATERAL ii N -- 32.00' TOTAL COVERAGE: 910 SF PLOT PLAN l I--\ '} __ ---,--1--I, s — • -------- s --- ;_ - �� aS_ ISS s E--- _..- SS __ -- _.ss 57.2 % T ,\ / 1 SW AUBERGINE TERRACE I t� f__ �/ _ s _ L— }.. ri ~r_ _— _.:,�� s IMPERVIOUS AREA: 1,139 SF ((j _ ___---.� At I� \ 1 �i t- : /-- - p .4"- L - - - - - — — — 1— _ - -4- - CITY OF i{CARD RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Planning 4 PROJECT NO.: 395-037 0 2S1 W6 Date: It - -4� TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 175 (R-12, ROW HOME) Initials: Gam' 10 20 co RIVER TERRACE NORTHWEST a 1 INCH=20 FEET Z 13254 SW AUBERGINE TERRACE C PATIO CONDITION ) CONTRACTOR NOTE 1 J VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS CONG.STEPS CONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) Ma MI 4)FOR PLUMBING USE CAUTION HEN CUTTING - MI - - - - - 5)PROVIDE PROPER SUPPORT AT ALL IIiiiIIiIt '�i -----iii—i ll Il'ei�i�i2i3ii�i—_ iEiiii�i�ll II�i�icisin�—i ,-ei:iiiiiiii Ilii—i�i:i2il i—Mi'ElaiiiMiiill Il�i_iEeeiari_i%—___ Gini-,��ii. SHEARWALLS - it 111111 (�111111 ill lit This layout is to e used in con junction th � _I shearArchitwall blocking placement and ural plans.Verify onnectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this ayout prior to any construction. PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL OE5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD eD**DEGK GONDITION*** OOFL/BO N CRITERIA FLOOR LOAD/N6: 40psf LIVE LOAD 1 2psf DEAD LOAD - 9-1/2 RFPI-20®16°0.0. 9-1/2 RFPI-20 5 16.0.0. 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 16"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/LIVE LOAD START FRAMING HERE START FRAMING HERE / 30psf LIVE LOAD - R1 y \ E Rt R1 1 2psf DEAD LOAD -,�.�� ii— _r � 9+' r I r. - `I-�-i -_F il. .-run;.__„_,—. 1 -'t'' _ I t �i ®R i; 200f LIOVEDLOAD p r. ! II iRI e 1 1psf DEAD LOAD 11 11 .II �!11 1 11 • itII R11 21/ -I _9 _9 3 J3 3 I II I _3 J) . Jf .13 . + 3 . Et R1 _Ir 1 �, -1 , 1 _1 1, _t .�i G-- ..emeaW.xui r„; 1i 1I »a 3 I j it S te, 51 L ! - +YCr.D...'.^^�^�^ _ R, 'NV ; .. M HD¢T"�"-""""` ! HDR3 H�R9 \� mB R1 _... HDA-1 j _i .{i Ji _1 _1 _i �i -i..._ �T -7 i i -i .�1 -----P _.L.__` • F Ri D-1 1 I S ��/ 11' R2 II: I 111 1 i I I 2CO e rj��, m z---......... aey_mak ,_ a_= L 4l,..6kI o � m 3 a t� k RI z1 R1 Si 21 Ri r916--rL� 9.a1, II B8 _I -5 R1 I I Rl 1I R1 R1 21 ! _i BQ RFPI BLOOKNG PANELS am BEARING MALL ABOVE Il I I 1 R� I s, - I 1Rt2 I I - R2 4 ! ..6 R2 I I -i L Jy�3 1 ....... y,....m. MI 1i 1 ' -I6 it "Y 7 HIi , HORS iJBt __ • J �6 ,I' 1-051-0‘K ALL INSTALL 3.20.1113LOCKS ! I ! B - 3 B - �� 5TD606TA5D�E IIII 11 BT _I B Cr- T 9 BT BT 3 3 .3 3 a7 b�3�_ _3 _3 B1 pnI �9 11 B 5, B, 4h B� 1 �T; 1 BT mT 1 I 162 iz _ 3 is .Iz _z . I R2 3 .m_ ' �- -._ __ .!...,� !' - -� ! 1 I� r ! .. 3 `3 �,R3 POST LOAD TRANSFER DETAIL XLL 1_L__,9'.L �! - ! H71,3 ti HD t3 OR3 I id�� g _ _ H 1 L �'Rt ._l ,�@1.� ' 2 Rt R1 1,1 1 O z .m...`' _Al1=LLA, �4 :AA=:=JI¢� N.i.S. • B10 I F1 I R1 B', _._u .1 1 - , ! 510 1- '.J 3 Ell 1 2 2 4i0 2 IMPORTANT./ I .»..FOLLOWINGMATERIAL UST COVERS EITHER CONDITION""' I REFERENCE INSTALLATION FL 1 6-2 66(MAIN) (LOTS 113-119) GUIDE FOR ALL FRAMING . POLYGON M.r.�r Alen AMEDeptRICAN MOOS 5-PLde EX E-28 th 7T6LLB DETAILS AND I-JOIST INFORMATION mrt R1 1.75 LVL RIB 1 3/4 1/2 1.5E 38 20 760 R2 050 Rim HDR,BIG BEAM DR2 L 124E-V4 Fb?240020 LEGEND: HORS c.a..eGe 5124E-V4 5 1/2 100 1/2 68_2400 2 12 10$ 05 RIgNLemLVL 1 5/4 1/2 15E 3 4 12 Rack umber �--� 532 RlgtlLem LVL 1 3/4 1/2 15E 4 2 �/ -HANGERCALLOUT BIG BEAM ' 3/4 1/2 1.9E 9 6 12 MAIN FLOOR J015T LAYOUT 64 BW BEAM 9 1/2 2.1E 2 6 12 B5 RgiILemLVL 1 9/4 1/2 1.5E 3 12 36 SCALE: 1/4"-1'-0" 25 ® B6 BIG BEAM 3 1/2 1/2 2,E 4 305 -SUPPORTING POST B7 BW BEAM 3 1/2 1/2 E 22 6648 BIG BEAM 9 1/2 /2 2.,E tb 52 TRUSS COMPANY ® -POST LOAD ABOVE BIG BEAM ,9 v2 /2 2 I 12 4 I 010 RgIELSmLVL 5/4 1/2 ,5E 2 6 16 ROSEBURG FRAMING SYSTEM'" R -RIMBOARD J131 REFI-2o BLKG t/51-V1- J, 3/4 1/2 ,.5E 115 3 354 3/4 1/2 9 15 162 10515 5N ALLEN BLVD BEAVERTON,OREGON 91005 (503)358-9663 LB -LVLBLOCKING J2 REFI-20 3/4 1/2 ,, B 50 quality engineered wood products for todays builder- PLAN: AMERICAN MODERN5-FLEX E---1(B)K-1(5) RFoI=� 5%> ;%_ =6 504 PACIFIC WMBER COPYRIGHT 2016 JB -JOIST BLOCKING _js_-RFPI-20 - - 3/4 v2 4_ -ib 6<- A CUSTOMER: POLYGON J -JOISTGALLOUTR6FI20 3/4 1/2 2 20- --336 These plans and the designs are copyrighted under Federal Law by Pacific from y 201 5. RIGIDLAM-LVL RIGIDRIM J6 R66I-20 5/4 1/2 28 26 676 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSEBURGfOREST PRODOprs IFOSE811RTE AJRkSlfROOUfas PLAN DATED: 8/22/i b 41 566I-20 5/4 1/2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH WI JOIST) _L9 5661-20 3/4 1/2 s 12 00 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or DESIGNER: KAM/L HENDERSON DATE: 6/24/16 HDR -HEADER(BEAM BELOW JOIST) Aeue.eries copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include . H, TH011950-or-B-595penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. 550-BEAM BY OTHERS 02 H0001 01/9FL 1 H3 HV410 9 -2 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE vO ,Bm30, . W START FRAMING HERE , ti13 6 O START FRAMI;NG HERE sl S`TORT`F".R=A_M�ING HERE aLLs IB 6 G 0 SnTART FRAMING AMING HERE O RM1,-11111---1-4-1-F717 -a- 17 I M1I IRM1I I sc1111I �I 7--� v .i M1I"' IM1� I II � �� � IRM111 m-� '4Kv-- M _ I fi--0`—f� _ - - o _ , IIlo , R . : "- o Il o 99 ¢. 0 0 0 o o oid 4 , a LL LL a U. L, LLI - ro � II vII = _ 2 11•1- _ co co co w 0.,.m2,, II o Illco 5 g nI a u. 000a F It! o 9 I Ii II1 CII® 4 ()2-10 15 lip_ ! v tA-3-07-00 III a � ssm�I � m 17 IIaa In 5 ' 1 ¢l6 ,, ,,13-01-00 a v a l a a .111 d � I. " , p O I i 1'1Me '\; 11 cm YI —b om 9i I q I I ®a . 11 lli fP _ IR 1 ,Il� �»�AI \g) I© M1( r N2 ha ���f, ✓ m 1 ��I to 1 •� 2 11 RM1I s IRM1`1 L� „ �I WI .. ;..-1- 0 2' — II N F .. • �: N II— — M1 N - s t l'/ I IN N .11 F3 Csi I [�]r l o3 A °I I RI O 'I O ' - z A Im m ` PI i Jt r, , } U I II .:: _I. K :rul j� �� yG _ (f3') 1-1 _ ¢II _ - I 11 CC CL CC Ii BM2I a .- lit `' IBM2 fBM2ill 0mm ¢. . t 0 ,,,4q RM1 I I d�� m _ 1 cb V RMI N I 0 I 4 :I w z .. _ �' 3 Y x x Y c 3 m La A i ', z IT }�T " m 1 F11 IA RM1,b d RM1 a 1-03.0 �BM24 p .._, MI ,- IBM241 1-03811 1)-03-00 IBM241,;-1_______,-- :.._ M1T RM1 - ,, RM1� rc iL_ ____1:41_ IRM1 r �_ IRM1� cL m IRM11 EL._ --_.J2 0 IRM1� 0 IRM1� S. > F S F r 0 0 O U O U O O Q N 0 N O w O N 0 O CZ LL Ce LL CL LL LL a 3 a 3 a a x o Q =0 x N � 0 'I. —\S + JOIST WITH RIM Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 _.. RM1 15-00-00 1-3/4 X 20 LVL 1 2ALL BEAMS AND CONNECTORS PER ENGINEER '.; RM1 14-00-00 1-3/4X20 LVL 1 3 AMERICAN MODERN 5-PLEX E-7(B)&K-7(B) LOTS 175-179 Pain umber BK1=BLOCKING BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING' r,1 BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-288 UPPER RM1=RIM BOARD 40 LL COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 5 15DL & TRUSS BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 6/24/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ RM1 7-00-00 1-3/4 X 20 LVL 1 211 [ BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I `- 7 _ _.14 BM4 5-00-00 1-34 X 20 LVL 2 20 ACCESSORIES QTY BM2 4-00-00 1-3//4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA RM1 4-00-00 1-3/4 X 20 LVL 1 3 O HIT420 86 SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4X20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RM1 1-00-00 1-3/4 X 20 LVL 1 6 Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0" on 24"x36" SHEET any part of the open web joist. 201-101/4" 1 12'-1" 5'-0' - - - 111'-8" ii 1 IIMI !I _._ jill 1 Magni. III ��l �l 'T• h , Yr, I imI I , 1k iI AI ii 1 I 4 4jI► I—ii _a k1tte 'I °-- —--- • lim1-v ►INA IL I1I11 I o _ BRY 1111 h r� M. II ! s5 (� _ ''1__ (4) II i 1 IIrII 9 II MIN Ili l' \ '!� GJ1 /11.11111 I B4 W. 1F2 _ _ 'IC �' (4) II 9 Pa II 1 JINNI' - iI -_ �ll��■I Brw I _ , '� 11_1 WIN II 12, = o GJ B5 (5) II: '_�L: (4) 1-02,_ at II■■I II II II I. lliC,11 .. T = I me l , jM■I �� I I pi, , II1 1' -:ic '111 ... 1_ H 1 Ali-- . i _ _is 5) ` 01 Ui \I I ■I 4 " 4 i e •••I 1 9 III MOE „ A3 0 IiiiiiihMIVE 63 I T-0 1R. T-6" 5'-0" 201-8 3/4" ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/27/16 PLACEMENT NLY.REFER TO TRUSS CALCOUL ATIONS AND ''.' ENGINEERED STRUCTURAL PROJECT PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER MI AMERICAN MODERN STEP 5 PLEX IINERMATION.BULDING INFORMATION. L RECORD PLAN: DRAWN BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING DE REVIEW END PPR OF RECORD TO TRUSS l CHECKED BY: REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LOTS 175-179 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.