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Plans (28) /IS7 2 7 -� 045-- 1-777(T45 ) Foe& LEGEND: 1 M ;' ' 411 III I I 1 tVidel f G ,t .' J , I SANITARY SEWER Y t , '£ , I ; I I_ � _J a Cont s�,urnt�y L uM STORM DRAIN Desig i1 � WATER LINE h I I ' ir. __��_ amu-�� ,,,7. *,,, � 4 `i, I 4 m I - .........._........... I x 912564 SW Main Street ("§) 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 I -- i I m CATCH BASIN f— s 1� DATE: 1/22/2016 r— 1 291.6 r` -286 .7 , STREET LIGHT REVISIONS -- 288� ---�� � �,.-�-�� __ 292.0 +_ � 290 �r:; �_-�_ - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION __� 292 4�.1 I IiXy - EROSION CONTROL _ "III .,I-__ . STREET SECTION, SEE g 15.00' CO j CONSTRUCTION DOCUMENTS I —� 22.95' _k I __,— J lam. I I , 1 I I SETBACK SUMMARY I ' FRONT SETBACK: 12' 137 -^ 11 I I r SIDE SETBACK: 5' I I 4,342 SF 1 I I , STREET SIDE SETBACK: 10' I BUILDING: 5ADL -- -� '- — 4.00' I f REAR SETBACK: 15' 0 i I FF = 303.8 ,I.1 1/ PORCH SETBACK: 8' BFF=294.8 7: 13 1` E 4 00' — I GARAGE SETBACK: 20 i T 1 =` Q I t _-_e., „....,. .3.,.......ro v..v__3__b.._3_Yi^,..._✓'iv:=e__._. .._, _., --m.. ...,,d&,,,, coW i • I I ;IT 136 -._Wit....._....__-." 1 — r' o ,--294----: 296- - _ i I __I o G_ARAGE-.___ ___ __ _ _71, L , / v_ o _.�._- 298 ___ 1 , I _ . __. .,_ } ,, ______ , .._„„_..,, LOT COVERAGE o 300— �.I � __ _ _.__. ■ PORCH 302 I LOT AREA 42 SF __— k -1_ , _. L r �_ - - I❑ -11::H::: ::::::- 1 �1 .•1_ Y 43r- L�_ I ___ill — RIVER I 20.00' 6 4 BUILDING FOOTPRINT: 1,814 SF 1 14.46'>:_ — — — 5,1:: N � _ — _ _ TERRACE r< ---4-- __ ___ ____ �`'- -° :�" COVERED PORCH: 52 SF NORTHWEST „ _ 8, / --.-- 7- \ I 3 i 01 7 CANTILEVER LIVING SPACE: 40 SF 2 ___,\„1,______302. ____„,,,,_:_„,,,,. _;::..,: ,„,,,e 2 ;"`a -- ----- -� COVERED PATIO: 0 SF Lo ,,, i - � _�_ STORM LATERAL ��, °° - 1 �~ _-N� \ DECK AREA: 134 SF - WATER METER _ , �✓_7 --,---- - ----- LOT 137 N - ,, PLANT (1) STREET __.__ s0 --]-- -- TOTAL COVERAGE: 2,040 SF <' _. -- TREE: 2" CAL. 28.00' SW FOREST HOLLOW STREET PLOT PLAN : _____ __.__.__.__ KATSURA TREE/ 47.0 % B .- \ _SANITARYLATERAL , . _— ---- 5 �' CERCIDIPHYLLUM /' _� �� ; ` �� f JAPONICA - t#,(� ;; I IMPERVIOUS AREA: 2,758 SF IT_ F51:E L_------ SS -7-7,-7 - r3: _ - - tPf - ___-- -- Nom,"_ \ \, --. 65 li\11 CITY OF TIGARD Approved by Planning P_ RIVER TERRACE NORTHWEST (503) 221 -1920 Date: / cthr 395-037 8 2S 1 W6 PROJECT NO. CONSTRUCTION Initials: LC - SCALE REVIEWED BY: PRE 9 LOT 137 (R-7, STANDARD) 10 20 RIVER TERRACE NORTHWEST 0 17480 SW FOREST HOLLOW STREET 1 INCH=20 FEET Z . ROSEBURG FRAMING SYSTEM-" al�res,..„—a”-,: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. PSOLID OSTSF FROM ALL The plans may not be re-used or copied,in whole or art,without written permission from Pacific Lumber ftp p� p LVL �` ry� p .I' ' I�� TOBTBFROM ELO, Company,which retains copyrights to,and ownership of the plans.Use of P these plans b an other R I GI D LA 8 LV C� i Gil 6� i m 4.-nr�4^��n�;N T05EARING-BELOri. p yp p p y y usruLsaDASH BLoc e product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS \�� ;.07.:=7. INS DETAIL,e.HATCH co in of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include . 'IIIE nEARINGAREAOFBLOLKS copying P 9 99 ` / BELON roPOST ABOVE. penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully. / _ ' K RFPI=JOIST / `� ROSEBURG FOREST PRODUCTS r, I..1' 1., a�ll� / N°�,%,t n- CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM PhAS m`''O"'�^IJ��_°CA'nO-='=SJO'^4 MAIN FLOOR -JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN MEET OR DESIGNED DT THE VE LOAD �.I�n,..-.,G.:, , a-. (UNLESS NOTED OTHERNIISE) SCALE: 1/4"= 1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA OF L/480 KEPI*BLOCKING PANELS KITH BEARING hALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERNIISE) N.T.5. 5.T5. 4)USE CAUTION NIHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD 1 2psf DEAD LOAD SHEARNIALLS (DOUBLE) 1 1-7/8 RFPI-2O a 1 9.2.'O.G. -- - (DOUBLE) 1 1-7/8 RFPI-2O a 1 9,2"O.G. SLEEPING AREAS: TH1SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTAGHMEENT NOTEIIIII layout s to b used in PLACEMENT w 32psf LIVE LOAD This is be used in con junction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOADING: FRAMING FRAMING • Purchaser responsible for approving this 25psf LIVE LOAD HERE HERE\ ayout prior to any construction. 17 psf DEAD LOAD B3 R1 R1 • 53- — -- 1 II 111! 1: l-1 III i i ' I! iii i III ! ;1 ; ! • !1 ! 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I ui E CONFORMS TO DESIGN CONCEPT I' I !i J 1 J fl j'? J 1 JIQ -I111 ! iii ijl J 1 Jil J!1 1 J'1 JI' 1 III ii I`! Ij ❑ III i; 11 1i Ili it ill _ II I I ! i, �; �I 1 I !! ! i R1 R1 r ! I 11 II 1 1 JO ..I 1 ...11 .j!1 11 11 !! Ilr-_ �! it I Ili 111 J 1 41;1 I I! I� II i!1 ID CONFORMS TO DESIGN CONCEPT WITH ;! i lj 1 -1 J' ,l II Vii tl 1 I I; II , I I1 it! it !11 1 •liil ,:I1 1 .Il J1 1 !i !ll c III 1 i IIi 111 j II 1, ! 1 I REVISIONS AS SHOWN �3 J J3 J 111 ,ii I, it i III I ill II ill 3 J J3 l 1 ! ! lM 1 J •1ii I li ll JS J3 J J'13 J J NON-CONFORMING REVISE AND RESUBMIT I I ■ - !_ 11 R 1 J3 J 13 3 13 J €• J'3 l'I i II l I _ — !i l l ill !II I i:. IE lil !1 1 ! !I ! it , I 3 J J .. .�3 J.. R 1 THIS 51tAP DPAYNNG HAS BEEN REYIEVEO FOR GENE AL ONFOFH,aaeE !; 1 I _ .-.- -- 1-. I 111 II ; u 111 i ! l I w ! w:19 TPE GEO.CON E ONLY AND D:ES rnT RELIEVE THE ! 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II ! l!1 1 III lI 11 1 I I ill Ill 11 !N. I 11 1 ill I II I I II 11 I1 !! I I III I I! I; i ;1 i i! X CONFORMS TO DESIGN CONCEPT it III I ill I'' p " p4 1; f`S II !! ! 111 S !i E" !! II! 1 II ❑ II I 1 rte--+� 1! ! 11 I! Il —+ 1 �= 1! ii I 1 II III ;! 1 CONFORMS TO DESIGN CONCEPT WITH III Ili !I I I II I II II !1 !I Ii I Ii ❑ 1 II i 1 II 1 11 Ili I ll Ill II !1! !1 l!! !1 „ REVISIONS NOTED 1 I!I I 1.1 1 It I I ;• !! II ! 11 III 1 III 11 ;! III !!1 B'2 ! 1 I 1 !!! B:2 111 Ii 't' II II D NON-CONFORMING-REVISE&RESUBMIT 1; it iI 1 I I III II i! t !' 111 R III 1 1 11! I, Ill 1 '1 I , III II 111 ; II 1 III !; I 11 111 THIS SHOP DPAWING.5 BEE,REVIEWED FOR GENEFAI.CONFORMANCE I' Iii ! – II EJB 1 11 II I 1 ; i. t 11 I 11 I!, I! :, Il I Ill li HI II ! I' it i1 Il I! I I i ,11 ,1 WITH DESIGN CONCEf'i ONLY AND OCE9 NOT MIENS THE — - 1 I 1I S 1 11 -1I ,,,j5..____L ••H FN9gCATORNENDOR OF PESPCNSE3ELTY FOR CONFORMANCE FISH DESIGrI ;— -- -- -- - -- - DRAINING,S:F:YF1rATIONS.AND AFP_ICA:+LE CODES,ALI OF YMKH HAVE If Il I 11 II I II II !I 1 t II mean OVER THIS SHOP RAMC. 1i ( ll I I l !i i I 11 11 II By Ieremy Ifarr Date 10/15/15 1I I 1 ! l I I ii ! II II II MILBRANDT ARCHITECTS I 1 I I l! 1 1 II I ! I ! !I I l it 1 11 II 1 jl l I I Il 1i iI II Il II !1 it I ! 11 1 II I: ; II i it II P II 11 I II I I 1 II II I II I �. �— J I - It . I1 -- .--- _-'N—'��---N--[--N'_ I =—.t —11 a 1 .42 II it I � I 1 .12 11 11 11 II I I 11�fJ 1 ! I it i i1 II i 1 1 ! ii 1 11 I !I ij 11 I R 1 R 1 I i I !1 jl I ii ii II ! I it ! Ii II I ii l i II 1, li I I i1 I i ii II I 4 J4 j' J!4 J J;# J2 J.2 JIY J1L.H J2 J12 -42 2 J2 J2 i HP 'I -4 J14 l+ I �� i1 jI I I! I I 1 it Jl J4 Ji 1 I H11. _=. — __- _ '' _=-44_______ __-.T-,.=1 1 I �_2 i 111—1� —=11I JB2 !� 11 lI I •! i I i Il ll l 1l l li 11 it ! II I I l ! I l11 ji 11 I, I !I 11 I il I •I I l i! il I ;l i I ; i1 ii i ! i I11 ;I !{ iI I !i I i III I 11 I II ittI I I II Ii 11 II II 1 !t 1 II Il !!- it 1 i B!1 !I _ - I; ii---1 1 I 1 I I ! 1 ii 1 i 1i I Ii it I 1 1 i.!I it i��t 'I 1 II I II Il 1 --JL -_ �___I_JIR ' :I I PORCH I PORCH IMPOR 7-ANTI I REFERENCE INSTALLATION L — I— -J GUIDE FOR ALL FRAMING 1 1-7/5 RFPI-20 a 1.1.2"O.G. 1 1-1/8 RFPI-20 9 1 4.2"0.0. DETAILS AND I-JOIST INFORMATION DOUBLE I-JOIST CONNECTION SPEG5 1 LEGEND: • PL 1 5-342(Main) � v. D� r � POLYGON PLAN OPTION:5A BASEMENT YVITH JOISTS Filler blocking is not structurally required provided both �k - -' 1 }—=HANGER GALLOUT Mrk tt 1 Material I v1idth l Depth I Grade City Out Lth I Tot Lth I-Joists are continuously laterally supported by 'I , i • °�� a J R1 OSB Rim 1 11 7/e a 16 128 connection to the sheathing at the top flange.In 0. '" M =SUPPORTING POST 51 RigidLem LVL 1 3/4 11 1/5 1.5E 2 4 a addition,the joint in the sheathing shall be positioned T® a;'` G O �'A N Y 52 RigidLam LVL 1 3/4 11 T/8 1.5E 1 6 6 over the center of one of the two top flanges to assure �a e =POST LOAD ABOVE 53 RigidLam LVL 1 3/4 11 1/5 1,5E 1 22 22shear transfer between sheathing panels. R =RIMBOARD 151 BLKG 1.15 LVL 1 3/4 11 1/8 1.5E 30 3 90 /^ 10515 5N1 ALLEN BLVD BEAVERTON,OREGON 47005 (503)558-9553 JB2 BLKGRFPI-20 1 3/4 11 1/8 15 3 45 Flange WiDA LB =LVL BLOCKING J1 RFP!-20 1 3/4 11 1 1/8 14 18 252 � Sheathing 055" 2-1,15 2-c16' soy now' PLAN DESCRIPTION/NUMBER: 5A BASEMENT PMITH JOISTS JB =JOIST BLOCKING J2 RFPI-20 1 3/4 11 1/8 6 28 168 Rnwsrem�9, Min Max Min Max Min N1 Mm max Co Max GUSTOMER: POLYGON J3 RFPI 20 1 3/4 11 1/8 34 22 148 - eaHnx r a° r e z za r za r za PLAN DATES: 10/8/1 5 J =JOIST GALLOUT J4 RFPI-20 1 3/4 11 T/8 6 24 1 44 DBL I-JOIST NIITHOUT FILLER CONSTRUCTION B =BEAM(FLUSH w/JOIST) J5 RFPI-20 1 3/4 11 1/8 3 4 12 5.T.5. Rawman,, ,mo lze r ,R- z• s- r za- r z°- r z<-t. DESIGNER: KAM(L.HENOERSON DATE: 1 0/1 3/1 5 HPR =HEADER(BEAM BELO/V JOIST) Accessories 550=BEAM BY OTHERS H1 IMIT 1 1.88-or-ITT 1 1.88 5 PL 1 5_3 4 MAIN SHEET:2 of 3 PACIFIC CLIMBER COPYRIGHT ROSEBURG FRAMING SYSTEM" °�,a°<F�° �- quality engineered wood products for todav's builder- ^.«. <���:::x:��'°° _4,,3JyJ w j These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 201 5. _,r' ,I� 40,..0„, SOLID BLOCK As The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber I LAM ��� qqq I POSTS FROH ABOVE i G }9 fir � 'TJ BEARiN�BE�ow. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other py, iNs ussuas su esuces product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or \Er ;=,-,:',;'-' , PE :: -'''l t a.HATCN ROSE8UR0 FOREST PRODUCTS ROSEFTURG FOREST PRODUCTS �_,IIIE eeAR Reo oFe ocks copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include '� `\ /` BELo°v To POST ABOVE. ,penalties of up to 520,000 per work infringed,and$100,000 per work Infringed willfully. ,II�t �R F_ I=JOIST �'/N •�\� ROSFBORG FOREST PRODUCTS _. �,,�,- IIIA -x.r,.- h CONTRACTOR NOTE5: OE5IGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS =y:, .,.� a,ry<,�<a 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR �G'<.°"-^'"'r.-..,v.• (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI•BLOGKING PANELS NTH BEARING riALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.7.5. N.7.5. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL psf VLOD 12D SHEARWALLS 1 psf DEAD LOAD SLEEP/NG AREAS: START START TH/5/5A PLACEMENTPI-AN ONLY. 3Opsf LIVE LOAD q-1/2 RFPI-2O e 16"0.0. FRAMING FRAMING '1-1/2 RFPI-20 e 16"O.G. This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all HERE HERE I shear wall blocking placement and connectors ROOPLOADING: PATIO / \\__I I PATIO Purchaser responsible for approving this 25p5f LIVE LOAD I ayout prior to any construction. 1 7psf DEAD LOAD I 1 �; I ii II I. it RT1 I` II ! 11 li I __az,. n r-- —,+---••—'d-1 ! I 'I i I I! I—--•. . , ,i , t'-i- i i t i « ,. I! I 1! 11 ! I ! II I Ij ! j i~ i II 1 i II i i I I ! II i' 1 'I I I i i ! II 1 i i I ! I 1 1 1 I EE I 11 i it Ii ! ! ! I ! li ' I ( 1 ,1 ! i! i I I ' 1 I I �i i ' I. it 11 !' I I I ! i II + I II i' j Ii I I I I I I I 1! I ! I , II ! II I , ! .12 1 I II I I i �I II ! ? ! II I II �' II f! i ! 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I ! !i II I ! ! �2 II II I I 11 1 I l i® 1! mi �I I®; � 1 I �i I +® , j ®i '� I '' j 1 I Ii l i 1 it I\ /j1 i 1 l iI I i i ! it I I i! I I j \ / ' ! 1 1 I ! i1 I .' 1 it I ,l ! I I Il ! I II I! I II i A i 1 ! ! 1 I II �i ! ! I 11 ! i II I it i I I I II li i !I it i II II ! I I �--1-=` I� II I 1 I I 1 , �. i. „—_,`�_�_,, er--JH-7�.—L--is-1—. ,. --- —.�-•.—.t_—;i-4, —..---i��—,-- ._-----„-�--s—_.._JBL - 1 - I \ 2'-3 1/5' 2'-3 1/5” I I I I I - I PORCH PORCH IMPORTANT!- � REFERENCE INSTALLATION L J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION LEGEND: PL 1 5-34Z (Basement Floor) v, ,, p , , . POLYGON PLAN OPTION:5A BASEMENT WITH JOISTSF � � � =HANGER GALLOUT11 k Mrk u I Material I Width I Depth I Grade IQty I Gut Lth I Tot Lth ', =SUPPORTING POST a,y C O M P A N Y J 1 RFPI-20 1 3/4 q 1/2 15 20 300 & TRUSS =POST LORD ABOVE J2 RFPI-20 1 3/4 q 1/2 2 10 20 ,. R =RIMBOARD J3 RFPI 20 1 3/4 q 1/2 2 2 4 BASEMENT FLOOR JOIST LAYOUT 1051 5 51,1 ALLEN SLVD SEAVERTON,OREGON 91005 (503)858-4663 J4 RFPI-20 1 3/4 q 1/2 1 3 22 286 LB =LVL BLOCKING R1 0513 Rim 1 q 1/2 4 16 64 SCALE: 1/4"= 1,-0" PLAN DESCRIPTION/NUMBER: 5A BASEMENT WITH JOISTS JB =JOIST BLOGKING JB 1 BLKG 1.-15 LVL 1 3/4 P 1/2 1.5E 24 3 72 CUSTOMER: POLYGON J =JOIST GALLOUT J32 ELKG RFPI-20 1 3/4 P 1/2 11 3 5 1 PLAN DATED: 1 0/5/1 5 B =SEAM(FLUSH w/JOIST) Accessories NOR =HEADER(BEAM BELOW JOIST) H1 ITHO 1 1950-or-ITTq.5 4 DESIGNER: KAM/L.HENDERSON DATE: 1 O/1 3/1 5 BBO=BEAM BY OTHERS I �+�- -5 4 2 BFLOORT SHEET: 1 of 3 POLYGON PLAN OPTION:5A BASEMENT WITH JOISTS PL15-342 UPPER 14" OPEN WEB JOIST @ 19.2" O.C. 10/13/2015 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE 7 PIotID Length Product Plies Net Qty IRM1I RM1 47-00-00 1"x 14"APA Rim Board 1 1 7 --a 7 --: -cz—7- _ o— - 777 - 7,--7----7- 7---7---,1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 © RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 IiRM1 12-00-00 1"x 14"APA Rim Board 1 1 •� RM1 8-00-00 1"x 14"APA Rim Board 1 2 c 1. o t, e' '= RM1 4-00-00 1"x 14"APA Rim Board 1 3 { 'p ',� O O Q �O 5 TO O „(N N N N ,N N BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 `�" ;�- . U <ILL " `LL `L LU 'LU " `,LL cLL " BM4 12-00-00 3 1/2"x 10 112"Glulam(1.8E 24F-V4 DF/DF) 1 1 . "r' 'i' 'n 'i' "' `n 'in "�' BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 ,0 o 0 0 ;x ;0 to o - - BM1 21-00-00 5 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 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 3Ma BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o r- _ ,...a.- - - 8 _-41: - rg:- ' BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f I�LFM6 —jRM1[ iBM3�� ;� c I� © BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 (�'o�O ,,�m II d BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II ,BM11 BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 II BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 500 0 e- FG1 i I o' v L'4" I,v v v_ v v_ � - G I BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 �LL ,iLL LL !i-L7 ILL ;LL � �, 12rL� �, r ;:=1,----- m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 rI _ ,,� .1tI x o 11 + u-';1, BM11 4-00-00 BBO2 1 1 .1 II L .L E! d , Its' _ 1 {? ' o FLOOR SAD s f BMS B �i BK BK].=BLOCKINGAR40 LL �r—• RM1=RIM BOARD _1_ ' ' `MBK r _-T -----v---- � i,i 15 DL fBA71 "ilk �E'-03-07 � E ACCESSORIES QTY TH017140-2 16 s. ..ao to 42.' 0 a i . I". © TFL1714 3 . 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' 111[o LN2L ',2 to ',LL 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I v ;Io Icn r-> =ro a, !co 0 CONFORMS TO DESIGN CONCEPT t ( t ,t t "( It t t =;1t ;t t o REFER TO STRUCTURAL PLAN FOR ADDITIONAL %f 4 O t O '!.!2 ;_D 12 12 E O LL A LL ''ILL. .Ll U- I' LL I r POST TRANSFER BLOCKING El CONFORMS TO DESIGN CONCEPT WITH AND SHEAR BLOCKING REQUIREMENTS. REVISIONS AS SHOWN HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I NON-CONFORMING-REVISE AND RESUBMIT 11;: . THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORUANCE li i FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE la__2_�__ �_ FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE [b I f _i DESIGN DRA.BINGS AND SPECIFICATIONS ALL OF IHICH HAVE PRIORITY �r1 RM1 _-K I. -_._c c,= --='------- _,= o -o k3-- ,TII I I �; i rr �I OVER THIS SHOP DRAWING. `BM7 W I t By \IRP Dee'10/13/2015 _ __L_____L _ �=�. °—� a _a._2.._.6,. ._-.__6 -o— , CT ENGINEERING INC �1RM1I r IRM1I JOIST WITH RIM am I:..:: 0 CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED SHEET 3OF3 I ,�` R 0 NON-CONFORMING-REVISE&RESUBMIT s"a.4 t .,K:� *` ijil THIS SHOP DRAWING HAS BEEN REVIEWED FOR GEIIERAL CONFORMANCE (24x36 SHEET) & / coA Y SCALE: 1 4" = 1'-0" TRUSS U S WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATCRN NC✓JR GF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN `: DRAWINGS,SPECIFICATIONS,ARID APPLICABLE CODES ALL CF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. By Jeremy Pfaff Date 10/16/15- MILBRANDT ARCHITECTS