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Plans (2) 7-,?--o/7 -OM/„2-- ii3qZ, 5(4) Fo( 5 ko 1 lov) I I � I I S 11 i LEGEND ...x. :-..,... ._,,. u . a .....:,...... _ __._.... � 1 L J I ' :: _ SANITARY SEWERc>_--______ :::,.::,e:.:::',:n:::::y:::: --- __ STORM DRAIN WATER LINE `� � aeB I I 12564 SW Main Street is ` MANHOLE Tigard,OR 97223 � IL I II L I _ _ L— CATCHBASIN — j . DATE: 1/22/2016 297,8 j -296.3 STREET LIGHT REVISIONS ., >•- 24::0 _ � N _ u e--; , ...-_.., PERIMETER NO. DATE DESCRIPTION c� � ��__ __z ---� 96 -�.�.x�x- � �-_� _ - STRAW WATTLE 1 2 EROSION CONTROL 11.5' j _ STREET SECTION, SEE 15.00' ` ) I — F CONSTRUCTION DOCUMENTS il IT 123.31' I I,I ,,_.. 1— ..__.._._._._... I �� H me.HNkNR '•;;k dda. rv:s'FaF3:c,,.. .... xF. � I I { , i1- � { __ ii SETBACK SUMMARY _ ] �L ., FRONT SETBACK: 12 133 . , i , SIDE SETBACK: 5' 4 320 SF ill i STREET SIDE SETBACK: 10' t BUILDING: 5DDL ' I REAR SETBACK: 15' 1 °' ' FF = 308.7 ' _t; I PORCH SETBACK: 8' 1 4.00' T _ ,�-- 4.00' 1 I BFF=299.7 E o GARAGE SETBACK: 20 0 132 Io I I 134 I ;ssstxbdsab7, i �„ -,.,aeaara.c -2e O \ -__ ,p II —300_._.._.__�-_-,--.__ _ 1 __r....._-- o __302- ----_ L__- 1Il - —. ---- - ----___ _304---- __--i__ GARAGE a) , ° ----------1--11 - LOT COVERAGE: ---------_.------306 ._.__— l I _f'_._._._ _-________ ._. zii. _....ry ..._... _�_......_- L IIr------ f co ______308 _ IS] �o�;` ---- ' -- PORCH __ � r II LOT AREA: 4,320 SF L_- / - __ o . RIVER L, '; 6.00 1 r L — o_$ PUE_ I I II I _ BUILDING FOOTPRINT: 1,826 SF f - I I 20.02 15.46' 17.0 'f� _ — _- TERRACE T- PGE COVERED PORCH: 54 SF btALNORTHWEST FT-- '• _ ;36.4,! 1/1`_ --- -E Z\ i/ o r ____t _ �f 305.8 ( r � __ CANTILEVER LIVING SPACE: 12 SF CO I �`' 307.2 i - 1111/ °--:j o ''\ / ,f SIDEWALK , .-. _p4 _� , k ; �,.. y COVERED PATIO: 0 SF .Tin— i __..._._ \. i` - -- - �N __- _-_--____.__—..:��-4— -�--w CO [ ` . DECK AREA: 160 SF �, 71 --' WATER METER _S - PLANT (2) STREET ;i`\. TO�1N1 LATERAL l- LOT 133 \.. _ I H- - - TREE: 2CAL.5[� _ _.—____ 5 5? ____.�_ SD _ TOTAL COVERAGE: 2,052 SF} KATSURA TREE/ PLOT PLAN 28.00' ' -4--SANITARY LATERAL CERCIDIPHYLLUM 47.5 % 1 _ I JAPONICA 5 SS SW FOREST HOLLOW STREET I -S-S,�,f -- i �/._ F 1 \;ei IMPERVIOUS AREA: 2,713 SF ff � ' f ., _ I '5 '- ,-9--7: 1171—!-7 I 7 "1', 1...f—, -. ® 7--_--14„----*----- I— to �\ N . 0-s"---__ \\ :_tt.,,,,_.77_t_l_l_______--jr---- ':'T, \ \ `i Cn -,t. ,....\. \ ,-- _ ___t__ b.. \ , \_ ...\__-- ----- - 1 -... -_--- _.... \ /„0,1 --\\N ,, •:..... _ - - / 0) _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ , ._ RIVER TERRACE NORTHWEST (503) 221 -1920 ��pro PROJECT NO.: 395-037 ° t �� Planning O 2S 1 W6 ���e TYPE: .CONSTRUCTION I, �- SCALE REVIEWED BY: PRE CO LOT 133 (R-7, STANDARD) r�= � � 10 0 (- RIVER TERRACE NORTHWEST 17392 FOREST HOLLOW STREET 1 INCH=20 FEET ROSEBURG FRAMING SYSTEM— =2:44.,==== YSTEM"` c ceeH 2:44.,4.,=,=mo.r n= PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for today's builder � These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. xr•��,' SOLID BLOCK ALL The plans maynot be re-used or copied,in whole or art,without written permission from Pacific Lumber ® 11��' A i►A ® �1, i .�.9.,. ,II POSTS FROMABOYE coman,whchretainscopyrightsto.andownershipofthe lans.useofese plansan other RIGI14�6�1AV1 LVL tldIGil�l 1MM1 wmr,., TO BEARING BELOrv. company, p p p by y �II� .Ikrio NSTALLGOVA<HBLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS 4' /7:� ,e" PER DETAIL,4MATCHco In of these lans,infrin ea ri hts under the Copyright Act.Infrin es face liabilities that include —�_�— BEARINGAREAOP BLOCKSPy g p g g g`� / „A„:„.OPosT Lft., penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. -_'moi ``` �• EST PRODUCTS `� /���� k RFPIIt 1,t „ ROSEBURG�JoIST '== P. I1 CONTRACTOR NOTES: DESIGN NOTES: /, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS MEET OR c-skrtt5 t`•_•�a�vc,claacr.."Grc--a�+-- M�cIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED D TO VE LOAD ,u�WJ„r„ r��- (UNLESS NOTED OTHERYVISE) SCALE: 1/4”= 1'-0" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS FYITH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERYVISE) OF L/450 N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 psf DEAD LOAD (DOUBLE) 1 1-1/8 RFPI-20 @ 1 5.2"O.G. (DOUBLE) 1 1 -1/8 RFPI 20 e 1 5.2"O.G, SLEEPING AREAS: SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII THIS t5 A be use in con junction ONLY. 32psf LIVE LOAD his layout is to be used in conjunction with 1 2psf DEAD LOAD START START rchitectural/Structural plans.Verify all hear wall blocking placement and connectors ROOF LOADING: . FRAMING FRAMING urchaser responsible for approving this 25psf LIVE LOAD HERE HERE\ ayout prior to any construction. 1 1psf DEAD LOAD - — ...`.. .--'-_=-c1'---- v -_--._--.-.-- -_ it III 111 rilt,H R -,,f__ —'---,,. `I In :, �tl•� t"..11 ,4 -� ia�✓rI----- --------'-`----- It ,.: i S1 I I I �I1 !! 1!�J -1I i II l 1i ii II I II II I� -----ii .I EII I! III !I III 1 II I;1 II Ili li j is Iii II it i I 111 i ! I li 1 1 Il it I ;I ! II I! li II ! III E! II ! 1 II II I I II II 11 1! Ij IE I i. it i l i! 111 I II 11 III I 1 ! 1 11 I ii It 11 i I II l i! I ,I III II 1 I i! li Ili i1 ! ill !I II =,1 R1 II III II I i !I ill 1 I1I II 1 I Il I11 II 1'I II ill !I ! i 11 iii 1 it Iii 11 II II Il 1,, it I I II Iji 1 lEl it i Il " 11 III ,^ , I i I II i 11 II 1 I E 1 1 ijl 1. III I i II Ili ( i I 1 II 111 li Ili 1 jl II I! ;1 hi li ill II III ill I l !! it I I 1 I II 1 1 Ill it II':, ! iii Ii i jI 1� 111 I Til lI it III i1; I 11 I i i i I 11 iu I II ':III 1 11 1 I it 11 I I I 1E III li 1 ! 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Ili Il 11 I 11 1 1 i I I ! u I it I 1 B1Z ii 11 li; Il I ii Til 1 11 I I E12 RI i III i ii !1 45 1 I,I ! I I 1 l 1 CONFORMS TO DESIGN CONCEPT i I I ' 1' 'il : ill ! I I III 1 ;i ❑ .i.�'-� ., R=1 , I. - '" --1 �•'•�'-'T •—'• CONFORMS TO DESIGN CONCEPT WITH II (I II 11 lF-1 il�'I I-!- !---1 11 ;l I- ! II it il-. ❑ i Il II lj i 11 II Ii . ji 1• j lI REVISIONS AS SHOWN 1 Ii II 1 11 1 j 11 Ii II I 1 11 I . I ❑ NON-CONFORMING-REVISE AND RESUBMIT 1 I II II I !I• it I Il ! Il I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I l 11 1 1 iI 1'I 11 il 1 IWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 I Il I II II I it li P ! ' - FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE III11 1 ii II { 11 i it I I I I DESIGN DRAWINGS ABS SPECIFICATIONS ALL OF WHICH HAVE PRIORITY I I I I 11 i 1 Il I I , I OVER THIS SHOP DRAWING. I. Ii 1 1 , , II 1}} 1 I . -11 11 By: MRP Date 10/13/2015 i 1) Il I! 1 11 I CT ENGINEERING INC II li 1JE2 1 !I1, ii I ili i J2 I !1 I , I 11 _-?i R 1 s 1 1' 1 !1 I i X�CONFORMS TO DESIGN CONCEPT '1 '1 I 1 I I t-11 ii i 11 I 1 CONFORMS TO DESIGN CONCEPT WITH .14 J4 J4 J4 J4 Jj4 J42 JI J1f2 J' J12 -12 J2 Jb Jp J' J -� _4 ��• JI J4 J,f/ 1-1 I REVISIONS NOTED 1 it i I! ii 1 11 I EI '! -II 1 j I 0 NON-CONFORMING-REVISE&RESUBMIT l I i _ Il II l III 11 Il ,_i_) I THIS SHOP DRAWING 1-WS BEEN REVIEWED FOR GENERAL CONFORMANCE -4-=.4.-=,...-:—=,- fI_ 1L ._wi — _ . -1... WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE - � - —"---` - I - '1' FABRICETOR!JEiNDOR OF RESPONSIBILITY FOR CONFOP,h�'JINCE WITH DESIGN l 1 - `— 1, i j i II DPAWE�GS,SPECIFICATIONS,AND APPLICABLE COVES,ALL OF WHICH RAVE 1:�2 l li J 2 lII EI I 1 ! ' 1 PRIORITY OVER THIS SHOP DRAWING. 1. I II ! By Jeremy Pfarr Date 10/16/15 Il II i! I i 1 I ! 11 I I j; I i i MILBRANDT ARCHITECTS I it I i 1 1 Ii it ' I 1 i I! I I Il ' ! 1 11 I 1 1 ! H II 11 I I 1 it I I I .I i 1l 1 1 !I i 1 1 it {$1 11 I II i 1 Il _B*� iI II I I i I 1 11 t it I _� i ! ! I 1 i11 I 1 i ii 1 l It I. it PORGH i li 1 i II i I 'I '1 PORCH IMPORTANT! 1 5 1 51 1 REFERENCE INSTALLATION I I GUIDE FOR ALL FRAMING I 1 1-7/8 RFPI-20 1 El 2"O.G. 11-1/5 RFPI-20 a 1 5.2"O.G. DETAILS AND 1--1015T INFORMATION DOUBLE I JOIST CONNECTION SPECS ® LEGEND: PL r7-344(Main) Filler blocking i5 not structurally required provided both 1 ' ' z L a ,. �\ POLYGON PLAN OPTION:5D BASEMENT WITH JOISTS ( H }—=HANGER CALLOW- Mrk# I Material I Width 1 Depth I Grade IGtty I Gut Lth I Tot Lth I-JOi5t5 are continuously laterally supported byIsti,.,..,12,,, ,'.\,,,,t,R, y e :.—�/ connection to the sheathing at the top flange.In® R1 o5B Rim 1 1 1 1/8 8 16 128addition,the oint in the sheathin shall be ositioned °°1s3C O M P A N Y =SUPPORTING POST J g P B1 RigidLam LVL 1 3/4 11 1/8 1.5E 2 4 8 ('. =POST LOAD ABOVE g over the center of one of the two top flanges to assure B2 Ri idLam LVL 1 3/4 1 1 1/8 1.5E 1 6 6 w} 53 RIgidLam LVL 1 3/4 11 1/8 1.5E 1 22 22 shear transfer between sheathing panels. R =RIMBOARD JB 1 BLKG 1.15 LVL 1 3/4 11 1/8 1.5E 30 3 10 -.7 Flange 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)855-G1665 LB =LVL BLOCKING J52 BLKG RFPI-20 1 3/4 11 1/5 15 3 45 sae=w^: ,-ya- z-,nn Vase• z-vr 31rz- PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS J1 RFPI-20 1 3/4 11 1/8 14 15 252 Na it Sparing JB =JOIST BLOCKING J2 RFPI-20 1 3/4 11 1/8 6 28 168 Heq CUSTOMER: POLYGON J -JOIST GALLOUT J3 RFPI-20 1 3/4 11 1/5 34 22 145 PBL I-JOIST WITHOUT FILLER CONSTRUCTION PLAN PATES: 10/8/15 B =BEAM(FLUSH w/JOIST) J4 RFPI-20 1 3/4 11 1/8 6 24 144 5.T.5. ad wm„ron. J5 RFPI-20 1 3/4 11 1/5 3 4 12 oa�x r s z e r a z za z zn DESIGNER: KAMI L.HENIJERSON DATE: 1 0/13/15 HDR =HEADER(BEAM BELOYV JOIST) BBC2=BEAM BY OTHERS Accessories PL 1 - MAIN SHEET:2 of S H 1 'HIT 1 1.88-or-ITT 1 1.88 5 PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM— ="2:,=== i quality engineered wood products for today's builder- ,I:w,a�ar« These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 5. kr- souDeLocKnLL Theplans maynot be re-used or copied,in whole or art,without written permission from Pacific Lumber vu�tl.v.nxr 'II �� POSTS FROMnEOYE P P P RIGID LAM"LVL RIGIDRIM- ""` , ,I� I� ro BEARIH6 eELorv. Gompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other Isun uuuauH eLocK= product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or \11I i o+r4ycrt�' �_ - '__ PER DETAIL OS MATCH ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS GG eEnR HvnREa oFeLocKs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include ``— / ee o TOPosTAeove. penalties of up to X20,000 per work infringed,and b 100,000 per work Infringed willfully. SII I i *.-' i.• RFPF JOIST 0111' ���� ROSEBURG FOREST PRODUCTS :.I CONTRACTOR NOTES: 0E5/GN NOTES: .tit^ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 5Y5TEM INAS �ry;>� tli,lo. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR _',_ =F=ra.o'' na^ ^' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI.BLOGKIN6 PANELS WITH BEARING YNALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERWI5E) N.T.5. N.7.5. USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL ps DVA DOD 12 SHEARWALLS 1 psf DEAD LOAD 5LEEPING AR , START START THI515APLACEMENT PLAN ONLY: 30psf LIVE LOEA5AD 9-1/2 RFPI-20 a 1 6"O.G. 9-1/2 RFPI-20 a 1 6"O.G. his layout is to be used in conjunction with 1 2psf DEAD LOAD FRAMING FRAMING •rchitectural/Structural plans.Verify all ! HERE HERE I _hear wall blocicing placement and connectors ROOF LOADING: PATIO PATIO 'urchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 1 1psf DEAD LOAD • I - I 11 11 1 II Il ll R1 ll 1 II II I1I I —1- + —• —•—•—• 1'=e ,t r, -. � 0--11 4-4----, 1 I ! I I i I r___---7--;______a ' III H - I.t 11 11 11 ! I ! I ! 1 ! i I i G i 1 I I 11 , ! , I, „ ! ! i , I I , I ! I, 1 I ! I ! II 1 1 1 I ! ! I I J2 ! ii ! i I I ! i I I 2 I I II I 1 1 I i ;j ! i ; ! ;' I I ! i I 11 I I I j i i1 ! I i I ! 1 j j 1 I - — 1 I -1 I I I 1 I. R1 J1 J1 J11 Jh li J1 J1 J1 J1 J!1 J1 J11 J1 JI1 Ji `I4 14 J' JIr 1 11 4 I J4 J4_14i R1 R1 -14 ! -14 J4. J J 14 4 i I ! i �- I ( 111 1 ! ! u 11 I ! J1 1 1 J1 J1 J1 1 1 J1 J1 ..1_...1 ,1 J1 _1 I �. I 11241;i1: I 1. 1L- —1�— — — — l— . I I i I 1— I i i II � .� _.^. I :—.� =I .1 ! i1 I I--! i ! 1 I I 111 ! i l ! I II 1 i I 1 ! I i i ! 1 i ! 1 1 l I ! ! i ! 1 i ! I 1 ; ! ! 1 I II I i 1 ; ! I I J12 I I i ! i I II I i 1 1 ! i —112 I ! �i I ! I i iii i I I ! i ! II In I I i ! 1 , ! l ! I In/ I I ! I i Irc i I ii i 1 I !- i 11 LI I I .-- ,_rte, !I II I , I ( I) ,l I 1 1 I !! :�_;" J —u —+-1� a Ii —+—,�_El--+--'-s —1-„ 54 I, v L „ IIi. I / \ • 2'-3 1/5' 2'-3 1/6" I I I I PORCH I PORCH iHrPOR rAiv r-I I 1 REFERENCE INSTALLATION 1 I I GUIDE FOR ALL FRAMING • DETAILS AND I-JOIST INFORMATION PL 1 5-344(Basement Floor) LEGEND: N', - , ' POLYGON PLAN OPTION:50 BASEMENT WITH JOISTS a": a t . i . J 0._.HANGER CAI-LOUT Mrk a Material Width Pepth Grade Qt Out Lth I Tot Lth r P =SUPPORTING POST J 1 RFPI-20 1 3/4 9 1/2 15 20 300 �y ` C O M P A N Y J2 RFPI-20 1 3/4 9 1/2 2 10 20 6'!i. U R.ED =POST LORD ABOVE J3 RFPI 20 1 3/4 4 1/2 2 2 4 \,.. R =RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 3 22 286 _ BASEMENT FLOOR JOIST LAYOUT 1 O51 5 5W ALLEN BLVD BEAVERTON,OREGON 47005 (503)656-9663 LB =LVL BLOCKING R 1 OSB Rim 1 9 1/2 4 1 6 64 SCALE: 1/4"= 1'-0" J5 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 24 3 12 PLAN DESCRIPTION/NUMBER: 5D BASEMENT WITH JOISTS JB =JOIST BLOCKING J132 BLKG RFPI-20 1 3/4 9 1/2 . 1 7 3 5 1 CUSTOMER: POLYGON J =JOIST GALLOUT _ PLAN DATED: 1 0/5/1 5 B =BEAM(FLUSH w/JOIST) Accessories HDR =HEADER(BEAM BELOW JOIST) H1 ITHO 1 7.150-or-ITT9.5 4 DESIGNER: KAMIL.HEN17ER5ON PATE: 1 0/1 3/1 5 550=BEAM BY OTHERS I +� 5-344 BASEMENT FLOOR SHEET: 1 of 3 POLYGON PLAN OPTION:5D BASEMENT WITH JOISTS PL15-344 UPPER 10/13/2015 14" OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products \START FRAMING HERE 7 PIotID Length Product Plies Net Qty JRM11 _ RMI 48-00-00 1"x 14"APA Rim Board 1 1 I' N4 41 5—I Lila RM1 40-00-00 1"x 14"APA Rim Board 1 1 ��' RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 h RMI 8-00-00 1"x 14"APA Rim Board 1 1 £'tl El in ta'r hli ,{ifit ' T 's�El IN - xo� �'l* RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 • o o 10BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 L� Li U- "ILL BM4 12-00-00 3 112"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 • LL • BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BBB 21-00-00 5531 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 • BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 p 11,-,, BK1 17-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 ,l�q� ; BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ® • , Ili— '- til BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 O '' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1' o g B 1j� °' ,1 liiild ,I: BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 RA • ;� - .,- BM8 8-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 r el 1 BM9 ? ° O BM12 3-1/2 X 14 BIG BEAM 1 1 C�!; c� lool,_ co BM5 9-00-00 3-1/2 X 144 BIG BEAM13'�� � T _-1t1�, •� — 1BM67-00-003-112X BIG BEAM 1 1 !�• 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 'I�� S iBM51 __—� p i BM11 4-00-00 BB02 1 1 ISN - 't-, T=f iiuiiiiiiMiJIiIPIIII ' FLOOR LOADING BKl=BLOCKING i RM1=RIM BOARD m k ,rm Pl•t�� s - I. I ACCESSORIES QTY L��y�� .a,.�� �tr ' fL :.��� r �,�ar�• �;��a. ,�� �' � �k��. ��.` � TH017140-2 26 ! © TFL1714 3 -1`,,2 u2 ,u- Iitn Lni! LL ';� �I I o o o 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' U- o LL U- o 0 1 LL Li Li v co ;co °cr, M m © HGUS412 1 LL LL N . LU LL 'LU :- LU LL .I El CONFORMS TO DESIGN CONCEPT m L, ! I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I E CONFORMS TO DESIGN CONCEPT WITH ! II REVISIONS AS SHOWN co c I REFER TO STRUCTURAL PLAN FOR ADDITIONAL ❑ NON-CONFORMING-REVISE AND RESUBMIT ! POST TRANSFER BLOCKING -HIS SW DRAWING HAS BEEN R VIB'-D FOR GENE-RAL COVORIOCE OD - REIN ARE DESIGN SWEPT ONLY MD MORS BJP RELIEVE.'E p 04;— II:� AND SHEAR BLOCKING REQUIREMENTS. FASRICATOR,VESJOR OF RESPO• BI QTY FOR CCIPOR RCE WIN-HE —_ F. DfSION CAPYf.'NGS AND BPEOr_CA.ICRS ALL O'Y:r'ICM hAYE PRIORITY 'I _ _ Q HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. o R his s�P OWING 1.39 - Rel = = I ---- ---�r�n l�■�• �•04�■� N M N 1.'M ii N alp: —R—_A— N el ei.MRP I'11312'15 n /you L.,,,..2.. .._...__ _ �i a (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( CT ENGINEERING INC IRM11 1BM51 �q' IRM1I- -a I�------""11111i.%"- 1411 X❑CONFORMS TO DESIGN CONCEPT ® ® ❑REO IS ONS NOTEDSIGN CONCEPT WITH ❑NON-CONFORMING-REVISE&RESUBMIT JOIST WITH RIM 5 SHGP OFAWL'15 MAS BEEN R VIEY F.0 F r GENER COYFORMYNCE Vfl7H EiSIG4 CONCEPT C`!LY AND CCES N^T PELIEVE THE SHEET 3 OF 3 FABRICATORNSNDOR OF RESPO:SIBRITY FOR CONFORMANCE Y DESGN DPAIYI'VGS,SPEC6ICATNhNS,qND AP7Jt'gaE LODES,ALL OF YrNICN HAVE PRIORR'f OYFR THIS SHOP DFAWL'i G. (24x36 SHEET) SCALE: 1/4" = 11-0" By Jeremy Pfarr Date 10/10/15 -.+ MILBRANDT ARCHITECTS TRUSS COMPANY