Loading...
Plans (86) :x '`..+r LEGEND: .. .....""" ••••� —SS - SANITARY SEWER pacific �" �_!_,=/ ,f, I 1 1 —So STORM DRAIN Community Design ' —w WATER LINE TRACT E 1 N4 tJ °° b • ,� iti: 296.0 299.8 ■ CATCH BASIN lippl:50.0 P , DATE: 03/01/2019 1 „ III REVISIONS P ,, p ,4ii�„ , 3 STREET LIGHT NO. DATE DESCRIPTION a -.." "= � 18.56' 8.00' , •,4 � ' I 1 28.01' �4 PUE, TYP.' , ,, STRAW WATTLE PERIMETER - 7 1 i 1 3 EROSION CONTROL I O ' DECK P a 'If �� FLOW DIRECTION ARROW f I I I . _1 ) 10' 7 ' IP "1111141 1' �4 STREET SECTION, SEE CONSTRUCTION DOCUMENTS / 114 4.00' r-� 9.00' P ” ----?A ' I 1-4— 4,523 SF [ z41W 0. BUILDING: 3A DLSG �� �� FF=311.01 N. .4 �• , SETBACK SUMMARY '� , BFF=302.01 �, p5 ` \- FRONT SETBACK: 12' U M I �j 17' J E 1 115 + 1 ♦ r' P E �' , SIDE SETBACK: 3' 0 ' I -- •�441 '4S �� STREET SIDE SETBACK: 8' 041. ° r` w FRONT GARAGE SETBACK: 20' M I ► ♦ 6/--I FRONT PORCH SETBACK: 8' cN `�� 30�p2 GARAGE II ��ai " , mREAR SETBACK: 15' o ✓'�rII �s�, REAR 0 ERED P' ___ 3p 4 II .r.,,�, p ►. w C V ATIO SETBACK: 10...r11i 3030� —06 PORCHIiia �► V A Lu 0 6.00' I 21.96'_ 16.62' j imin®iI I-" LOT COVERAGE: --Z-- PUE, TYP. ,- -17.36'' ' ;'4411; ; VIII wRIVER 0.) — _ �r��� P >,-- LOT AREA: 4,523 SF3 — ;`r��=:., � o$ E. TERRACE — _ - :....,!nom► - VISION 3 �l �/' r:308.9` P N2 BUILDING FOOTPRINT: 1,585 SF �, , ,A4416611111%.. './�'/f/ . CLEARANCE / EAST �r 'I � • ► 11111 TRIANGLE / ! 0 i 308.2-, ���, __: --�' \�\\ / COVERED PORCH: 45 SF o !� � ,,A__-,....-----,11.-----.....roira .%Impr �-� M309 COVERED REAR PATIO: 0 SF 00 ���"�'"" 41101f WATER METER /►,,, 0. CANTILEVER LIVING SPACE: 16 SF STORM LATERAL (2)YELLOWWOOD / / 114 I 1 - -(s) CLADRASTISKENTUCKIA Q 31p`'� DECK AREA: 216 SF PLOT PLAN N ss SW SNOWDALE STREET 05 SANITARY LATERAL ' � 6 ' �3Q9 TOTAL COVERAGE: 1,862 SF AH14.4.-.1ii, 3 ✓ !ra ciiiiiiiiii id -S, 41.2 % ii ii 30o 11001. p w"71111111IrIMPERVIOUS AREA: 2,472 SF h E U ,- 0 2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD 0 0TYPE 2S1 W6 Approved by Planning PROJECT NO.: 395-041 CONSTRUCTION LOT 114 (R-7, STANDARD) Date: 3)Laill SCALE REVIEWED BY: PRE 10 20 co RIVER TERRACE EAST niti t : - ---An- 0 16704 SW SNOWDALE STREET ,INCH=20 FEET ROSEBURG FRAMING SYSTEM`" �.`";, PACIFIC LUMBER COPYRIGHT 2014 ��,,. a .w a-. 44t qualify engineered wood products for today's builder m .a These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or Copied,in whole or part,without wrtten permission from Pacific LumberRIGIDLAM LVL RIGIDRIMGom an,which retains co ri h[s Coand ownershi of Lhe laps.Use of these lan5 b an oLner p y py 9 P P p y yproduct Supplier other than Pacific Lumber Company is strictly prohibted.Unauthorized use or RoaEeutOroear000ers [ NpwaWsrveoarerscopying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include sElory TO POST ABOVE penalties of up to$20,000 per work infringed,and 4100,000 per work infringed willfully. tOPN RFPFJolsT ! II� e AST �� IIIA a,,,,, h OONTRAGTOR NOTES: DES/6N NOTES: e,�...o.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..«ro<....Qarva.��au 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR . . S.�w ."."''9 (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFP1CLOCKING PANELS WITHBEARiNG WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 NTS. Hrs. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD 1 2psf DEAD LOAD SNEARW ALLS START • 9-1/2 RFPI-20 e 16"O.G. 9-1/2 RFPI-20 5 1 6"O.G. ST RT SLEEP/N6 AREAS: THUS ISA PLACEMENT PLAN ONLY. 30ps1 LIVE LOAD This layout is to be Used in con junction with 1 2psf DEAD LOAD FRAMING j j, FRAMING Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAG/N6: HERE PATIO PATIO HERE Purchaser responsible for approving this 25psf LIVE LOAD _ -- :.,...„ - -- _ )ayout prior to any construction. 1/psf DEAD LOAD LB 1 I I IY1=1=1=l=lam II=I=I �- -------.—.�ja1.—. - _. . .-- i / � �\ I t - if " l +I t ! + a II I 0 � A l i, ii a � t'-4 ® CONFORMS TO DESIGN CONCEPT II ! ❑ CONFORMS TO DESIGN CONCEPT WITH i ! REVISIONS AS SHOWN 11 �1 II JB2 ( Js I LB JB 2 I I ❑ NON-CONFORMING-REVISE AND RESUBMIT _ �L. r. -..._ - �,Ate----4 -4#"= "- " — —'�`r =-=.—'--�=:—: " - - �T-— ----- - - - - -- ---- -- -- THIS SHOP DAAW'ING HAS BEEN REVIEWED FOR GENERAL CONFOAWWCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -1J1 J 1 J1 .11 J1 .11 J1 11 J1 J1 Jill .11 11 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J 1 J 1 J, 1 FABRICATOR!VENDORA OF RESPONSIBILITY FOR CONFORBSCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRISRITY J2 J2 J3 J3 JB 13 J3 J3 J3 J3 J3 J3 3J:3J3 J3 J.3 J3 J3 J3 J:3 J:3 J2 J2 OVER THIS SHOP DRAWING. i' R 1 R 1 By: Arnold R.Solomon Date:Oct.25.2017 1 / CT ENGINEERING INC 1! /j ,\ ID CONFORMS TO DESIGN CONCEPT �.:._7,- ---q =M:=1E5.2_ . m"-- :-^r-:� -: r::::- B1: ..-713 ':•-,-- a,..-.:-: -.:• --: Ei2 --- -- _ ------- U CONFORMS TO DESIGN CONCEPT WITH � - REVISIONS NOTED III I=1NON-CONFORMING-REVISE&RESUBMIT I I I ! J4 J4 I II it le II II I gl II H II I II I II _THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I I IMEI��MIIIMI � �J�+,a IMI WITH CONCEPT ONLY AND DOES NOT E WITHITHE THE `? FABRIC DESIGNNOCO OF RESPONSIBILITYAN FOR CONFORMANCE DESIGN R 1 / I II I I, R 1 DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE R 1 /� PRIORITY OVER THIS SHOP DRAWING. ,rJ 6,-_ ___ ._ __ 1�6__ _ .— R 1 By Rae Hauff Date 10/26/17 R, R.; ` -- MILBRAN DT ARCHITECTS 9'-2 7/8"� 9'-2-1/8" L ilimim JL 1 i PORCH I PORCH 1 1 IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-331 (Basement Floor) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3ADL-SG Mrk a I Material I Width I Depth I Grade Gtki Gut Ltll Tot Lt J1 RFPI-20 1 3/4 1 1/2 10 24 236 Paci'Ii � # umber LEGEND: 12 RFPI-20 1 3/4 9 1/2 2 26 52 ( H }--HANGER GALLOUT 13 RFPI-20 1 3/4 9 1/2 10 28 280 �/ 14 RFPI-20 1 3/4 P 1/2 1 8 5 Z15 RFPI-20 1 3/4 9 1/2 1 20 20 -SUPPORTING POST '\ COMPANY ® J6 RFPI-20 1 3/a 9 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT & TRUSS -POST LOAD ABOVE R 1 055 Rim 1 9 1/2 8 16 125 SCALE 1/4.- 1'-O" R -RIMBOARE, JB 1 BLKG 1.15 LVL 1 3/4 1 1/2 1.5E 15 3 39 5930 JEAN ROAD LAKE 05WEGO,OREGON 9'1035 (503)858-9663 LB -LVL BLOCKING 152 BLKGRFPI-20 1 3/4 9 1/2 26 3 18 — PLAN DESCRIPTION/NUMBER: 3ADL-5G JB -JOIST BLOCKING Accessories CUSTOMER: POLYGON J -JOIST CALLOUT H1 ITHO 11950-or-ITT9.5 4 PLAN DATED: 10/8/1 5 B -BEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENGERSON DATE: 1 0/1 2/1 5 HOR -HEADER(BEAM BELOW JOIST) 550-BEAM BY OTHERS PL 1 5—5 31 BASEMENT FLOOR SHEET: 1 of 3 PACIFICLHMBERCDPYRIGHT2DI4 ROSEBURG FRAMING SYSTEM— =====-, n,,...„....., =uaa„„ �..^.,�w.^„[ /II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered wood products for today's builder” m., W..e. .,, �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LV L RI GIDRI M sartsuneer souv BLOC.u.� oT .. ",[: POSTS FROM ABOVE ""•:"°•• ro BEAR»�BE�orv. Company,which retains copyrights d nS+ py Igh[s to,and ownership of the plans.use of these plans by any other ssrA��so�As»BLOGKE I =.,ia=^ , :::=:-,,;1,=,,,. ER versa la.RATc» product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSFOeR0 FOREST PRODUCTS ROSEBURG FOREST PRODUCTS / - ----- \` / BELO.TO POST ASOVE s copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BE�ory TO PosrneovE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfullu. II�! RFPI JOIST x.,= !II' ��I�) „n„,.,..„ CONTRACTOR NOTES: pas/GN NOTE5: 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS 7.in,„„„ o�a°w"...gym""--"' MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO PEST OR [„ .o°°mlm (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-0" 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Nrs. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FLOOR LOAD/NG: FOR PLUMBING 40psf LIVE LOAD � 5)PROVIDE PROPER SUPPORT AT ALL 1 2pAf DEAD LOAD SHEAR W ALLS (DOUBLE) 11-1/B RFPI-20a 19.2"0.G. START STAR, TH/5/SAPLAGEMENTPLAN ONL Y. 5LEEP/NG AREA5: (DOUBLE) 1 1-1/8 RFPI-20 1 9.2'O.G. 30psf LIVE LOAD ®SEE SHEATHING NAILING ATTACHMENT NOTEInIi FRAMING FRAMING SEE SHEATHING NAILING ATTACHMENT NOTEInII® This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/structural plans.verify all / HERE HERE \ connectors PB5 R 1 g this BS a out perresponsible oany onsftruconovi25p f DEAD LOAD rior . 1 -- JBi ill • 1 CONFORMS TO D.ESIGN CONCEPT 111 i I1 iii I —_'•-___`. - _ 111 l — f-. li) :, +N 1N flf 1 t !1 r, �+ +' M ® 1. _ _ II'; I Ill 1. I \ i l 11 I ❑ CONFORMS TO DESIGN CONCEPT WITH I' II I�� i /J REVISIONS AS SHOWN J I J ilJ J J ..1 1 11 J I J I ...11 J I ._1I :11 -11 I JJ 1 -111 1I JJ I J J 11 .11 1 J1 J1 J1 .4 1 1 1 J1 J1 J1 11 11 Al1 11 J1 J1 J,1 J1 1 111 NON CONFORMING REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEJ 1 J I _lJ J .4 . J J 1 -1 . I J 1 J 1J1J9 J1 11 .I1 11 J1 11 11 11 J1 J1 11 J 11 11 11 .,;1 y t .41 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R 1 �I FABAtCATOR/VENDOR Of RESPONSIBILITY FOA CONFORMANCE WITH THE R1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. .lBy: Arnold R.Solomon Date:Oct.25,2017 / ;l CT ENGINEERING INC III \ Ill III H1 __.MI _IL I&WI .Ll .LL_.k II yl J6JL L JL\J L J A L J LI 1J L J.L J 1 1 L J.1 _i_Ig J_ 0 CONFORMS TO DESIGN CONCEPT _ I _11L it 1 ._.1 1.L 1�L L J:L �. J L ,� � Ib / L 1� �I ___ CONFORMS TO DESIGN CONCEPT WITH 1T 1r Ir5 - 1,r 1 r 1 r-i;rr iN5 for 1 r 'mfr iFrB i1 r 1 r I 52 - R` B2 /I ri r 1 B{Z r 1 1r 15 11 r 1:r'"'1 r 1 11 T'r 15411 '-it - ❑REVISIONS NOTED J2 J2 2 12 12 12 J2 12 12 J2 42 12 B3� B3 0 NON-CONFORMING-REVISE&RESUBMIT 3 J2 J2 J2 J:2 J2 J2 J2 J2 J2 J 2 ,2 _ .... "11" THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE lI '1 I .i _1 +@'=1 P`1 1 R 1R 1 i � _— _ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE N I : :� II II 6 FABRI S ENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 55 Bb R1 PRIORITY OVER THIS SHOP DRAWING. it, R} By Rae Hauff Date 10/26/17 - . ` MILBRANDT ARCHITECTS I 11 J1 11 -1 -0 11 11 0 - I R1 :�- J52 � —_- J3 J3 it J1 J1 J1 JS J1 11 t. J61 m t. a JB t II 1 PORCH R ' n , I. PORCH I t � ! 1 / 1 R1 \ START START / / � r I FRAMING FRAMING I J HERE HERE/ 1 1-1/8 RFPI-20®1 9.2"0.G 1 1-1/5 RFPI-20 a 1 1.2"0.C. IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-331 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION.3AOL-SW Mrk* Material Width Depth Grads Oty Out Lt 1 Tot LOS B 1 RigidLam LVL 3 1/2 1 7/8 2.0E 2 8 16 ® DOUBLE I-JOIST CONNECTION SPEGS LEGEND: 2 RigidLam VL 3 1/2 1 1/8 2.0E 6 6 PaciI4umber �\ 53 RigidLam LVL 3 1/2 1 1/8 2.00 4 4 Filler blocking is not Structurally required provided both( H T--HANGER GALLOUT 64 RigidLam LVL 3 1/2 1 1/8 2.0E 14 14 I-Joists are continuously laterally supported b '- �/ Ei5 RigidLam LVL 1 3/4 1 7/8 1.5E 22 22 connection to the sheathing at the top flange.InSUPPORTING POST B6 RigidLam LVL 1 3/4 1 7/8 1.5E 4 4 addition,the joint in the sheathing shall be positioned & TRUSG 0 M P A N Y ® HDR1 SIG BEAM 5 1/2 9 1/2 2,1E 8 a over the center of one of the two to flan es to assure -POST LOAD ABOVE R 1 055 Rim 1 1 7/8 9 16 144 _ pg R -RIMBOARD J1 RFPI-20 3/4 1/e 51 20 1020 shear transfer between sheathing panels. J2 RFPI-20 t 3/4 1 7/8 12 6 72 -// 5930 JEAN ROAD LAKE OSWEGO,OREGON 91055 (503)555-1663 LB -LVL BLOCKING J3 RFPI-20 1 3/4 1 1/8 3 18 54 a .:�w�� JB -JOIST BLOCKING JB 1 ELKS 1.75 LVL 1 3/4 1 7/8 15E IS 3 54 z„° z�,° z„z a,lr PLAN DESCRIPTION/NUMBER: 3ADL-5G J -JOIST GALLOUT JB2 ELKS RFPI-20 1 3/4 1 1 7/8 10 3 3o m '"""s Mal Max ""^ Max Ws Max Sin Max ^^^ SW CUSTOMER: POLYGON DEL.I-JOIST WITHOUT FILLER OONSTRUGTION z ,e z ,° z z. z za r za PLAN DATED: 1 0/8/1 5 B -BEAM(FLUSH w/JOIST) Accessories N.T.S. NOR -HEADER(BEAM BELOW JOIST) I-11 MIT4 1 t.88 20 r '° z 1B r �° r '° ' '° DESIGNER: /CAM/L.HENOER5ON DATE: 10/12/15 H2 MIT 1 1.88-or-ITT 1 1.88 16 51510-BEAM BY OTHERS H3. 1.41.1041 O 1 PL 1 5-531 MAIN SHEET:2 of 3 Z CONFORMS TO DESIGN CONCEPT ' • ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE POLYGON DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. PLAN OPTION:3ADL-SG By: .Arnold R.Solomon Date:Oct.25,2017 14"OPEN WEB JOIST 19.2"O.C. CT ENGINEERING INC PL15-337 UPPER 10/20/2017 ❑X CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH <START FRAMINGHERE Q VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS ❑ REVISIONS NOTED 1 5-00-12 1 �RM1 T 0 NON-CONFORMING-REVISE&RESUBMIT �'�1 j r _. - - 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 22 II"'� WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE IMP) ''� ' Products fpwtlrA ESGN C nF accv0y Tau rTv Ene..!:.:.'n7 n c o eurc�yvu�ccTHE PIotID Length Product Plias Nat Qty INIMIIIIMIEINIEMENIEL - Mg - ._..._ _... _-- '7{MY i w-iir -« -oFp'-pp,,tE I� 1 VW RM1 43-00-00 1"x 14"APA Rim Board 1 1 -- -- - PRIORITY OVER THIS SHOP DRAWING -- RM1 40-00-00 1"x 14"APA Rim Board 1 1 By Rae Hauff Date 10/26/17 A RM1 37-00-00 1"x 14"APA Rim Board 1 1 M I 1 B R A N D T ARCHITECTS RM1 12-00-00 1"x 14"APA Rim Board , , RM, 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM22 8-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF)- :KM: F/DF}----4- 1 BM1 20.00.00 5 1/2"x 19 1/2"Glulam(,.BE 24F-V4 DF/DF) 1 1 BKI 21-00-00 1.5 RigidLam LVL 1-3/4014 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 (1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 A •.11111111 , . BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 qI ll m `` J BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 I LL!�I i i i 1211 1 I E! 1 I _I I I A _ BM5 16-00.00 3-1/2 X 14 BIG BEAM 1 1 sys'a n Y i BM10 14 00-00 3-1/2 X 14 BIG BEAM 1 1 ��2 r 5-0 e-0:14 i .O BM8 II 1111111111‘, BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 LI�Il�lle � � BMW 12-000 5-1/2 X 14 BIG BEAM 1 1 �I il fi].DI BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ! BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 til RM1 [�, BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 ,:JII n BK1=BLOCKING--RMI=RIM BOARD FLOOR LOADING40 LL1S DL 4" V 1' I Pill �. n tlIN � � � 0 ACCESSORIES QTY TH017140-2 53 B HUC412 3 I0-I11 II 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' P.:.. il",. , ' .T T C•4:�, •,.; H I ��:°• I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 co v . M •M Olr3ar � ' m �: I IB m71 au Mil Ii131 � ° . ®.t HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. RM1i � � 0 u 0 II 1111�_ A1 e i m q w x I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERI RIM a,BLOCWNG IRIS AREA • 0 `BM55] = 11-04-00 JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1,-0" SHEET 3 OF 3 Pacifi Lumber & TRUSS COMPANY Z CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 11'-2" DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By: Arnold R. Solomon t Date: Jan.23, 2019 Cl •0, CT ENGINEERING 0' NC a 0 0 0 - — - tJ� f •' T , 1 � J2 , INVCJ2 J3 . lifr ) . . CJ3 s CJ4 J5 ;Ii �� N 1 J6 \ "\ 'w,`rx CJ6X 1 J7 712 nillJ7X E_IIIIIM i ialla_l'_. J8X 1 J9 — k 1 r__j9_ 1 J10 k , tat DJ10 9 J11 14:1 • e 1— r � t. J10 J9 J9 , _ � J8 a c J7 J8 J7 i l 1 I 1 o _ — - I '7:1� 7:12 J5X 6. 1 J6 v T 7 o J4X i.; 1 i J5 , I c0 7: J3X J4 , ; J3 =14 12 J2 ,Il 1 J1 J2 , �104; HUS26 '�l�j MA :K 1.16 0 Mk ...1 __.:a 10 It .11 j 11�j ' �4P :1 . .11j GARAGE LL 1 ❑X CONFORMS TO DESIGN CONCEPT / 31-6" CONFORMS TO DESIGN CONCEPT WITH ALL HANGERS LU324 U.N.O.IL 14'2. REVISIONS NOTED 6'•4 3/4" 0 •N-CONFORMING-REVISE&RESUBMIT THIS ` •P DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRI I ORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWI .S,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1 PRIORI OVER THIS SHOP DRAWING. 1 1 By Rhea Galvezo Date 1/23/19 I ILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BUILDER. ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS 'p POLYGON NW 01/09/19 PLACEMENT ONLY.REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURALili DRAWINGS FOR ALL FURTHER 3'A DL ASE INFORMATION.BUILDINGpacifi umber DESIGNER/ENGINEER OF RECORD PLAN: RESPONSIBLE FOR ALL NON-TRUSS DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS.BUILDING 3-A / DAYLIGHT CHECKED BY: DESIGNER/ENGINEER OF RECORD TO 1 COMPANY REVIEW AND APPROVE OF ALL Q_ T� LI � S ; DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. VC 1/8" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.