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t3(4 I% l/vi'ts /O / X03, /o' 1 071S svJ Caytexbory Ln - BUA2oS -06291 x I I I I General Notes / l !�l 1 011 /ll, „l! /' i ', p Q d �\ t. Floor Joists to De LPISO x 11 I� !; ! r , 2ND (F:.00A � p JOThT AN BEAM . -QYOUT m 0 q �l �lll lrll o 1 O 16 O.C. TW U.N .O. ,! 1�/� � /! 'l Q. Typical Joist Hangar to be ITT }tt.BB z 2I il!I'. �l//// Id _ _ !yam ^ " 3OFFSET U .N.O. Z 0O a EJi •�� l!�llll !lli�� ,I � %1 ! ?Aim � ) / . JOIST MAX. 3 FOR PLUMBING TNT. P m O w I � pL M U.N.O. U BUILDING PRODUCTS i rlC ' ry WW `mw u � Jrcz m o ag > LAJ • r - - f • i� -. - - - - - - � - - - -- - -' ;nr`' e„„.„, \ IIII\ I.M 11 w \ Z J Q U J 1 1 1 1 1 1 I I I I I ,: I r /10 - - - - .._ - _ - -___: r I I I I I I I I I I I ®111111[ = - =S BEA• CALCUL - - :_\ I I e • • . . _ 3. ,� 1 1 � I l ! C ! i 1 2 I i I P I I I I I 1 . I 7 3 I I I I I I 13. 0 I I I 15� I I 3 Q ° CO . I , r + � I I :A' b:C • I : VW: 1/36': : , : : : '..: . h-� x °, Notes � l . a z o I�A I I I 1 bC , I I I 1 t tt /6' I I I U '1 0O If / 8' �••� c. *'• I 1 ):• • 11,6 s B' APA Rim Board V , ; O I I I I , I I 1 I I : I I j I� : I I I I � l J I I '� I I I I ', I I I �� I O f1 I • I I i . , 1 v. m p I OI -701st Monger W W IIIII! 11 Ix 0' 111111 (IIIII 11I:IIIIII IIIII I II IIIII ° w I. 0' -Joist @ R bnDOard at Parallel Wolfe. W d CC ,� 1 I I I I I I I O I 1 . I `1 oR 1 -Joist 81 Ri n • C P r v} EL Z O Ja■, Iat 10R IO 3. _ �., 5. I - b �a .I°. 1 ® I -L . L-5-1 I I I�� 1 °� �° :\ _ � ` 9 -J z W z W 'T- ec ` - c c - - • c • • - - oc I 1 1�' % 11 Lill blocking of Shear Slr e d O CO W CC G'IL',a • co ce 1" k�c ec e I I I I I -T- T� 9 °P TI 5. 0 11 II I Vs: 1 I 8M4•%tl ' • L '8✓4' xc7/rtlav I L 2 t W I I II ® IL. . I I O g I I I I LPItoW>I ti Vs 'r.' �,; :P❑❑pp p�plpp�❑�❑ppl , :b❑ppp ❑�❑tp❑�❑�po❑I. U>+: x i i r II I I lo'� I I 1I I ED. I. II 1;'' ILd I I I 1' I o I i .I :D I I I °S ' S p • 011 1 L • I L0. Xtl T 1. ., . d . - . 0 . ete • ns • - r- 1- - - - -- .: - • �J i e ` D : : - -_.,. - - -- : ::•,:= CF ( I I I I I ( NI I I I - D � - - - - -- off • } $ I� � � 1 B § D .. b, • e 1 30 ek 1 . . . 30. .0 ° I a p • f- # ° �}! $ I I I I I I I I I I I I °. I I` P I I I d 11` I I I I I I I I I I I I I I II ° mo d t ° O Additio N o t es §IlyCq! • L Z,pttll7/.IB,Bk r1 I I I I I 1 t/4' %1 1 I'� I I I 2/4' I I I ! I I I I ILp12�x�7�lWS FI 1. ALWAYS READ PRODUCT BROCHURE BEFORE C `ig 6 C ; Rg p BFrr . _ . . . INSTALLATION OF MP PRODUCTS. YP B!Q %6 Q I a I I _7,.. I I I I I 2 RP HIRUCT. HIRE CHARTS PRIOR TO DRIWNG C R p i t I I I I I I I I I I I I I I 1 I �T I I ;4 11 ) -I I : : -II� „ .1 1: I I \ I I I I I I I I I I }. THIS DOCUMENT IS INTENDED SOLELY AS A 3 g� � Y 1�� . � . K8 ♦ tl Ba� tl• I 1 , O I } 118 tl • . a I . . . �. . . . \ PLACEMENT PLAN. IT IS TO BE RENEWED BY I I 1 I 11 I I I I I I ;v. . I 30. ❑sp6❑b❑bp�❑ ❑ mo o ❑ pepbodipd❑�o Lai If 3O. I P i.r1 1 I I I I II I c s f � l , I I DESIGN PROFESSIONAL AND M1 ST MEET / Imo\ I ❑ ❑ . .. . : 04.: 1 HIS APPROVAL PRIOR TO INSTALLATION OF I a. �1 . J b.^ u O 11/4•X I ❑ I IWX g I . 0 'b. O p + OUR PRODUCT. • . 11 • 1 1 • I I I I I I O/ u� ❑ 1 1 1 1 1 E❑ : lie ❑ I I I I I 5❑ : O I I I I I 1 I 1 iii ! ' 4. NOTED GLUM BEAM(S), HAVE BEEN PROVIDED 3 • 4 u : I I • • BA1454Asvm.mAO • p II 114NaLA■ILK�M ❑ AS A COURTESY TO THE CUSTOMER. BEAM 7 "' • 0 01p L,e x lWxtl7T13B r• p ■ 60 01 01, x1Wxtl7/0LSEP ❑ I 512 E(S) GIVEN ARE BASED UPON ORIGINAL L I � I I I I IIII I I I I I I I I I ; €0 ° 0 j° I I I I I❑ ¢° � p I ❑ I I I I I❑ I I I I I I I I I • I I - I I 1 • DESIGN SPECIFICATIONS. LP AND IMP ARE NOT 01 p : 811 a p RESPONSIBLE FOR THE ACCURACY OF USTED d : +u CI 001 E ao I o ° °01 t a o I GLUUM BEAM(S) THIS DOCUMENT IS NOT TO BE USE 1 'ra� I I I I ■8 NI *0 x 1 I 1 I • 5. D AS A to II IIIIIIIIIII ��° ;0 1❑K I I I I �o 0 ;0 ;0 101p1 I I I � o IIIIII II REPLACEMENT FOR YOUR ORIGINAL .1 a 3 ® . . I ® : • x 1'' I QI) • ® STRU 1 1 STRUCTURAL PLANS. RAACr d10 �$$ $db6db C I so 4 0 ®.1 I I I I I I . 21 2 1 @ ,10* I V I I I I I o : Et dt� t d olio- o�5o6h� =$ � tl�� L ■� I L J'W II LI 01�■ g o LstrXI6' 10 1-1- L '❑ I ., - ., - .❑ 1 LM. xrr eaG m' \. . Z i 10• -0• B 0 i I I : y ° o° 13:1/ >,� H e r I I . 1 ,0• -0 . tq . ; "� ; ti. ; � - _r --= �,A 2 L __ L1LI1/rxUW21Rm' J I I I I -, .. 1 I I� 'L LKBVrxuflruesr �J ` : " '' r 1 - " -" ° *W 2 ti r •,: ., , F • �n 033 00000000000000000000000 dn . ..0DC1000000000000O0000000 C I W K O D o I4Jz� � • 0 O Z I ( \ II \ / I( / II (� O I ( \ II \ / I( / II �( /�� I ( \ �I \ / I( / �I �(( I( \ II \ / I( / II �( O1 1/�� W V U U V V UO �/ U UO V U U 7N Q • 4.) -C aY � l I J J D t,1 C ' r Z t m _' _'� [:_:115E 8 RESUBMIT + f; � w., 7+ 'LG = a Z G 3 ' L ) ' m O L� A ❑ ^• JEC ED y, ~ w C4 i" cz W o O w � LJ CHECK`[ FOR DF- - CONFORMANCE AND Deli edBYDarestoop■•IWP WA TYPE Q H' 4.-• TY. DIMENSIONS GRADE LENGTH 4.-• J COP,IPLIA.N '.'!TH THE CONTRACT DOCUMENTS WA 140 QTY LPI2OW DEPTH 77/8 LENGTH . • GANG- LAM 13 1.9E 4• 1 Z o*5 O _ d `a N t 1 Z z • ONLY NOT CHECKED FOR DIMENSIONS OR - I•7015T 6 1I2OW 117/8' 6' • GANG - LAM LVL BEAM 2 13/4•x117/8• 1.9E 6' ' SA O . .4.4 •J-} QUANTITY. ANY ACTION SHOWN IS SUBJECT TO I-JOIST 6 MEOW 117/8' 7' • GANG- LAM LVL BEAM 2 13/4'x14• IRE 3' T C" Cam` S 27 : OS j ' I-JOIST 0' EMI= 6 LPI2OW 117/ GANG -LAM LVL BEAM 4 1 3/4' X 14' IRE 4' ( V =e . y • ,,, OX 2 THE REO''JI:''.EMEN T S OF THE PLANS AND - I -JOIST 10 LPI2OW 11 7/8' . - 6AN6 L4M LVLBEAM 2 1 3/4'x14' 1.9E 6' Z \,d , r i I - JOIST 2 LPI20W 11 7/8' 14' • SANE -LAM LVL BEAM 4 1 3/4' X14 1.9E 10' C O; • '-) J J - SPECIFIC.A`I IONS. - IJOIST B LPI2OW lt7/W t® BANG-LAM LVL BEAM 2 3yrxII 2.4E r Cn Cn O z z "- "II ��P.�` T ARCH/ T ECT I -701sT 10 LPI2OW II 7/r 16' - GANG-LAM LVL SEAM 2 31/r X117/8' 2.0E • ;...61 Ly 2 W OJ C- - 4 V (\ LEON A F•. J �.1 /� 1 !/ I -JOIST 8 LPI2OW 11 7/r - GANG - LAM LVL BEAM 2 31/2' X 117/8• 2.0E 20' I O O C I) Z CO ... - 1Y a co U' = D A C / J v I D ; V [� I -701ST 28 VI20W 117/8' 10' GANG- WALVLBEAM 2 32/2' X14' 2.0E 5' r' N g - r Lo ° -,Z L - I -JOIST 4 LPI20w 11 7/8' 36' GANG -LAM LVL BEAM 2 51/4' X 11 7/8• 2.0E 9' F-- Q 111111; . 7C O - I - JOIST 12 LPI2OW 117/8 tt�� GANGL4M LVL BEAM 4 51/4' X 11 7/8' 2.0E 12' \ T GANG -LAM LVL BEAM 4 5 1/4• X 11 7/0' 2.0E 14' m • y •� O Z - I - N/A TYPE DIMENSLONLS GRADE t T - GANG -LAM LVL BEAM 2 % I6' 2.0E 20' , I'-- z Z L'-1 E Z W CONTRACTOR TO REVIEW /VERIFY THAT ALL PRODUCT - I LVL KL OCK �; � ,�} 2/ 4• x 117/8 1.5E �>! ? O Ea O o AS ING wA QTY. sERIES MANUFACNRER N/A _ 0 O U < i j J 1 y O U 01 LENGTHS MATCH FIELD CONDITIONS, SIGN, DATE N/A TYPE � 'vr 1 QTY. SERIES DEPTH SPACING HANGER GER 20 HU1t Simp■al 1 - C Q cn / CO -> II BELOW AND PASS ONTO THE ARCHITECT AND - I -JOIST BLOCK 16 2 LPI2ow 1 117 /B' it o.C. - HANGER 2 HU412 5Aep:en H [ c II ,� II o AN ENGINEER OF RECORD FOR APPROVAL. JOIST • - HANGER 54 ITT311.88 5letpmtl - ; j O U C>= Z O O c C x ° rr N/A TYPE QTY. SERIES DEPTH LENGTH 2 O -O PRODUCTION CANNOT BEGIN UNTIL DOCUMENTS _ ' RIM 59 1 I /4 1.3E LVL I II 7/8' 0 •MWt:ply blocking Ig gomdity does not reamers the total amber of plys. ••• _ CO z ne mf ARE SIGNED ,APPROVED, AND RECEIVED BY IWP. "H pq beam py■ are added to multi-ply q entHy. I 1 1 I. - pp y L. I / \ W > p CONTRACTOR DATE SIGNED a a a I F2 LL cc o_ a o a SCALE; NOT TO SCALE a - s z o • 1 THIS COMPONENT DESGN IS SPECIFICALLY FOR LOUISIANA PAOFlVA C ENGINEERED WOOD PROENCTS. uSE OF 1H15 DESIGN FOR ANYTHING OTHER THAN GANG -LAM L tt j I I I OR LPI -JOSTS IS STRICTLY PROHIBITED. DRS LAYOUT IS PROVIDED AS A CONVENIENCE TO THE FRAMER ONLY TO SHOW JOIST AND BEAM LOCARONS AND IS NOT ; •t / O 7 �' A C� TO BE USED AS THE STRUCTURAL FRAMING PLAN. EEE iii `Y �-t /'� `Plans .' YEE 10 INN L• t•, : JriMT i Li ,., h4iii : „ gy . ii -i .11: % t p-, n`'ed 1 101 r 07 2 By ._, - Date 4, ,. iti___,ji, I ATir\ Joists to be LP120 X 11 7/8' ` I / / , / / vI I I 7ry�� �1 General Notes / 0 I) /// // / i / / i or I/I lI / �I. 1 � III 1. Flew 16" O.C. TYP. U.N.O. , � � ti � ��, /NIIP� _ 2. 88 o CI A dig i � t �VI, '�, 3Q0 F OL.5T AND BEAM QYOUT 3. DFFSE JOIST MAX. Typical Jolet Hanger to be 177311.S" FOR PLUMBING TYP. =O0mOW U.N.O. U U O BUILDING PRODUCTS ~W ° � 0J 4 ` IY m OQZ • n L 0.14.11.O1_1 .U.7 14LLL _41,_V Z -,< U-x r - F -b--1- -IF F - F - � D ri D p D - e'irv9T 'rill ft CM ll 1- 1- 1 -1 -1- : :: 0 � . 0 o ® o • m o a . :: :m T N r _ .: _. � _ ' .. L _: _.:n_� -.n_, .. _ ., . , . ._L_ .�•- a • ,..... Key No loe Z O I I I rr 7°9°9°- - I I '' f Ir • [ I - ' - ' [ w f Ie e r -9'1°1=.14 I I I J m I I I I 4.. I D ( "` ° 1 " ' fi " T '° 9 I p .. .. °. r °P"'f "f `1 I D .. .. I 4. i 1 1 1 I .. :. �. .. Di . D .. .. .. 07t :I \ Y." a 11 T6" 8' APA Rim Board o ard O_ Z O L., I I �I ^^ 1 1 1 1 1 1 1 II I I �I I II o'� I I I I I o : I I �I 11 og ' 0 : I I ' I I . . I I II II I I I . .I ® I " 5 0 ' .: / 3. pt . �D .� ::1:1k I I I I I �o : n NN I 1 1 0 I I � I -Jal.l Hanger w w � ° � a 19 ( I I I I I II � I I I I • I I o: o it I1o:I 0 11 I I I l I o F I I I O O_ U ° a w o I Jole $ Rlmboard at Parallel Walls. W CL C= x.,• : ^ p l 1 1 1 1 t p 1 I 1 1 I I I �' 1 I 1. z 11 1 ,4toif - I I I I v 8- - . x D IF al D x D IF �I � I I I I( e lan'$ • I I 1 . -B• O I -JoIet Blocking O Cantilever J Z W Z W 1 n 1 1 1 1 1.. . .. .. . - " � �'3 I I I I I 0- �� °� lo-. I I 1 I I I a o W w OC LPI20 X 11 7/0• D \° 0 •• pL. .. LPo70I II I7/e� © 1� ' X 11 ){• LVL blocking at Shear Straps 04 = rst it 11 1 1 10 1 5. 1, jj fl ° 4111:•.L. 1 0 j l R 1 1 1 11 ,ft ,., ' , T‘'." _d ' - -,._ ; . .L.J.ceJ.. .. - ,_.,._, ; J =enabe ,.ao� auc 'T B ` Ol 1 I c II II �r � �V a� I "� da. I ,• -� =...."`;'..=....= o I I ��� y - `�e91115 1 U>I ow 11 / • 'I -�DL OT OT - 1 - cOT • O Ot [ .LPI2 W x.11 / 7 • • ol ��O ^N BE �o: I l,,, . � vr.xn ir ate m I I..... : . ) 1/rxnt/r ene le o B !o P. , 86 �c� ^wl B t B . x, y . I. ; _ k d I x V1_ C °• ke • -° - _ . . _, I . , 1 1 20w �_. y 1 I 1 . I _ „• _ . OD: S - - 1 - [A 11 /e 1 6 - . 1 , � .. �, ®: I d15 1 I I 1 i i ® ,�6 1 1 INSTALLATI OFREWPCPRODOCH�RE BEFORE 6 t 6 5 Ic ed . III ILPI OWIX J17�/S'1 I ��..� 1 I I 1 11 I I y I 1 I I I I I I I( I I F J 3 _, L +' 1 _ 1 _J ,i u _ /e (7 1 ( _ _ _ _ 2. REFER TO HOLE CHARTS PRIOR TO DRIWNC p gER 1 1gt ® : �N.-- ., : . � � - PRODUCT. � �4 I I ' I I I I I I I )E 1 1 a t, ,1 1 I I I I b- I I 1 I II 1 1 1 1 1 1 1 1 1 1 ® 3. THIS DOCUMENT IS INTENDED SOLELY AS A SRa D$>!i � 1:: PLACEMENT PLAN. IT IS TO BE REVIEWED BY + n e ?, y THE ENGINEER OF RECORD / ARCHITECT / / \ m Ii • I I 11 I I I I l I " 1 1 1 1 e, I I O 1 1 I I II B DESIGN PROFESSIONAL AND MUST MEET U 1 1 1 1 1 1 1 1 4 .^I' 1 1 1 1 I 1 I I I I *� 1 1 1 1 1 I 1 HIS APPROVAL PRIOR TO INSTALLATION OF 1 e C ^ e /�\ • -. , F OUR PRODUCT. - o. III 1 1 !1 . � u + a' • • C e z 1 L 7 Ill 3 _ e x 7 XA E�Ir �J.J' ' il��a I \I 1 1 � 4 NOTED CLULAM BEAM(S), HAVE BEEN PROVIDED I:. 1 1 1 I f 4 1 1 I �" �o o o� t o �o1 � d [ �o v o�a o o [y -'�' ( I 1 n I � I I I 1 f, +.l C AS A COURTESY TO INC CUSTOMER. BEAM ( I . c ° "� 1 1 1 1 9 �P 1 1 1 p 1 1 I 1 1 1 1 1 1 1 1 I I 1 1 1F' . 1 .r DESIGN SPECIFlCAT SIZE(S) GIVEN ARE BASED UPON ORIGINAL ONS. LP AND IWP ARE NOT • 1 1 �^ r,1 I I °IV l 1 1 1 1 1 1 I I I I i 11 eO11 1 I �'•- -�• I RESPONSIBLE FOR THE ACCURACY OF LISTED I i E El '" d T : g: .: Z . B� Z. D' : �y, Q : BEAM(S) a i 11 ,. ?o 1 1 lk . B .• 1 1 1 1 1 D I 1 I l 1 ' yam a l GLULAM BEA l a� � 5 THIS DOCUMENT IS NOT TO BE USED AS A 3 m R S V I I II I IIIII I Id ote 1 1 Bit 1 1 �I 1 1 1 1 1 1 I III I VI F' REPLACEMENT FOR YOUR ORIGINAL i W 2 ry i � 1 1� 1 Ba: /3e' I I I T. /Se' STRUCTURAL PLANS. / - • q+ LP12 w % 11 7 ' ' V L o x It 7 . I i J j i i i i ii 1 1 I 1 1 1 1 I I 1 i a u��l w I 1 i�6:� ! (1 °�(° 01 10 • 1 11n6 i ®` 1 I I I 1 1 1 I I 1 ij i 1 1. t. _ - . . a _ ' � . l I d I • w /e' I i . 1 �.a �P ` l I I I I I _ +_� �_�� -� �, 1 1 1 1 1 1 B I I I I I I L _ _ 1 1 1 1 1 , 0. 1 a f =138:1 ; 1 1 I 1 I - - -- >> : 0 CONFORMS TO DESIGN COhcE : . :. . 20w �c 11 7% ' . LPI2ow x 11 7/B .0 • . t AI/ _ ,� r I 1 1 I 1 , I ( I i i j ; . u i I l I I I CONFORMS TO DESIGN CONCEPT WITH (/) F O A _.� L_ ' _ . . - .- - - .. - _I. ' _ . _ .. _ 1 0 11,„K� : ,� \ .-2-E-_-, ❑ EJECTED ' �, I q, L , . � ,k REVISIONS AS SHOWN 1 ° o >- z CHECKED FOR D =SIGN CONFORMANCE AND 0 NON-CONFORMING-REVISE & RESUBM'' J ° COMPLIANCE !':IT' T = CONTRACT DOCUMENTS o _ ONLY NOT ! r. =CK FOR DIMENSIONS OR (I (j MD � f _ ' O t n n �� O � (j (IO� THIS SHOP DRAWING HAS BFEN RtVi:i4LD FOR GENERA_CJN r QUANTITY. ANY A';- SHOWN IS SUBJECT TO U If U l v v WITH DESIGN CONCEPT JNi.Y AiJ DOES NOT RELIEVE row x O m THE PLANS A ND , T FABRICATOR /VENDOR OF RE:iW YSIBI:JTY FOR CONFORMANCE Aril CO 0 THE RE ^UDR EN I S OF DE IGN DRAWINGS AND SPECIFIC'TIvt 3 AIL OF WHICH HAVE PRIONITV i w EL w SPECIFIC ATI ".S. PL�4 N U rt .v •. T Is s ' P L , NG. � ail e,,,, LEONARD J. 2 :ANDT ARCH( ECT ; Q 0 ti IX c liiQLN I AIX .- 1141 Des/red By boo Stoops - INN N/A TYPE QTY. DIMENSIONS GRADE LENGTH 5 .:, - - - . .. _`...... . - - •v +:i ,���.' �se_.d4. M^•', •.:ter in' v1\ N/A TYPE QTY. SERIES DEPTH LENGTH - GANS -LAM LVL BEAM 4 1 314' X 117 /8• 15E 4' �• i • I-JOIST 2 LPI20W - 11 7/r 3' - BANS -LAM LVL BEAM 2 1 3/4• X 117/8' 1.5E 6' C D N ... • IJOIST 6 LPI20W I1 7 /B' 5' - GANG -LAM LVL BEAM 4 13/4• X 117/8' 13E 8' Z • IJOIST ,. 4 LPI2OW 11 7/8• 7' • GANG -LAM LVL BEAM 2 1 3/4• X II 7/8' 1.9E 12' CONTRACTOR TO REVIEW /VERIFY THAT AU. PRODUCT J .t, O 1.10157 2 LPI20W 117/8• B' - GANG -LAM LVL BEAM 2 3 1 /t• x 91/x• 2.0E 9' LENGTHS MATCH FIELD CONDITIONS, SIGN, DATE LI g3 va m - I -JOIST 6 LPI20W 117/8• to • GANG -LAM LVL BEAM 2 3 I/2' X 117/8• 2.0E 4' BELOW AND PASS ONTO THE ARCHITECT AND Z o z a • I-.70157 B LPI2OW 117/8• II' 6AN6•LAM LVL BEAM 2 3 1n• x » 7 /e• z.0€ 5' ENGINEER OF RECORD FOR APPROVAL JOIST O Z W E - I -JOIST B LPI2OW 11 7/8' 12' - GANG -LAM LVL BEAM 2 3 I/2• X 117/8' 2.0E 6' . W 0 m O o - 5.40x57 10 LPIXOW 11 7/6' 13' - GANG -LAM LVL BEAM 4 3 1/r x 11 2.0E 12' PRODUCTION CANNOT BEGIN UNTIL DOCUMENTS • 240551 2 LPI20W 11 7/8• 14' - GANG -LAM LVL BEAM 4 3 In• x117/11' 2.0E 14' ARE SIGNED , APPROVED, AND RECEIVED BY IWP. Y II • IJOIST 22 LPI2OW 11 7/r 16' - GANG -LAM LVL BEAM 2 51/4' X 91/2' 2.0E 12' - I -JOIST 12 LPI20W 117 /8' 17' II ai II _ - I -JOIST • 20 LPI2OW 117/8' 19' N/A TYPE QTY. SERIES MANUFACTURER N/A 0 - 140151 8 LPI2OW 117 /B• El' • HANGER 8 HUD Simpson - \ m. S/ / \ - I - JOIST ,. 2 LPI20W 117/8' 24' - HANGER 50 111711.88 Simpson - CONTRACTOR DATE SIGNED - I -JOIST 2 LPI2OW 117/B' 26' - HANGER 2 MIT316B8-2 Simpson - - I-JOIST 2 LPI20W 117 /8' 38' - 240251 10 LPI20W 117/6• 40' 'Multi-ply blackly quattity does not repwent the total molter of Plys. La O. • ••Muni -pM beam ply's are added to multiply tworrniy. _ U O N/A 'TYPE QTR DIMENSIONS GRADE SPACING O O In 0 LVL BLOCK j(LF�i f 1 4• X 117 /B' 1.5E 16' O.C. a 0 - N/A TYPE QTY. SERIES DEPTH SPACING SCALE: NOT TO SCALE d 2 O I - I -JOIST BLOCK 92 LF LP520W 117/8' 16' O.C. + 1 I s THIS COMPONENT DESCN IS SPEOFICALLY FOR LOUISANA PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS DESGN FOR ANYTHING OTHER THAN GANG -LAN LVL I li e a N/A TYPE QTY, SERIES DEPTH LENGTH OR LPI- JOISTS IS STRICTLY PROHI &TED. THIS LAYOUT 15 PROVIDED AS A CONVENIENCE TO THE FRAMER ONLY TO SHOW AST AND BEAM LOCATIONS AND IS NOT RIM 59 11/4• LVL 117/8' B' 70 8E USED AS THE STRUCTURAL FRAMING PLAN. mnmri-4 l ininnrimni'rn • irr^. m.imm•r mnrm „rmmm�� nT•m-rrmm.,mLmn a I _ ., . .. . . a: ., Y .:- . m m m . .,; �.,1 of General Notes / �� / �� ` � ; • i ! c A ND � Q / /�V /�� Q To U.N.O. x 11 7/9 Cg 1/ 4111 2N F OO J � I JOIST V N BEA U 0 �YOUT 1. Floor Joists be L t 0,6 T U.N.O. t / 1 / r, - /Y� ile 6)-0. l e t P. 2. Typical Joist Hanger to be ITT3,T.88 w F O ¢ �� I U.N.O. Z t- 4 r ///1/;;;g://, . �2- PLAT IUD N Ill a m BUILDING PRODUCTS 3. OFFSET JOIST MAX. 3 FOR PLUMBING TYP. O w S B�iRR� '���� U.N.D. _ � „ 1 J w a W 7777,, � IY m � >- Oj r - ,,, --- - O _- - _ � �� OIIion \ IIII\ I.AIII \ O<ZOJ I I I IL' I I I I II I /- t 1 I ' /,e. : - - MR - - : - - ii - " - - : 1 r V I I I I I to, I I I I ® IIIDIC - 6C ,' CALCUL- - : Q le L I I I 1 I I I\ ,C 1� 11 1 1 1 1 1 1 (3) I I I I I I 1 I I (3) 01 I I I I s1 I I I Q Kay Notes a o m I f I I I ";t7 1 i I ,/x. Y I • i I i36'. 1� I "��' I I 1 1# :1 j -1-1,-: Q L PI n /6• lPl „ /e• ° Tr4 _ ,I'A• = B' APA Rim Board d Z ° L, I I I I , � . 1b I I , I • I I j°W 1 P I� I i 1 II ,. ,. I I I I s � : I 1 1 I u! y O inke Hanger w W re W ' • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 sill I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I.I I I °a w • 1. © 1 - Jo l el @ Rhnboord al Parallel Walls. W d Gr AV „d ■i roc , I � I I I I ® 5. I 1 V ' AOSr ' ,q, a ¢ • a. I • U Q Z WI 5 Q • 1 5. I I I I a■ � �n e l - J o i s t Blocking O Cantilever w z w z w s , - e °i e . e.,1 eL eeLeJ �� �t�_� - !� T �° I may, :T , r , poe .a..oen -^�, 110mW� o o 4 c I .J, I, 1 'BW X117/ I' R' 1 1 L 'BLrx117 t2B lt' I I , , ' log - T - T - ' O,$• X ,1T,4' LA. blocking at Show Straps O I LPI30W 7,1 tro. I l •,.� :4❑DDP oPDp❑�❑JDDOI : �;, : ❑ potp❑rpDq❑o❑l I I LPI�W X 1 „ >In II' I I I 1 ® I I € . II 5. DI I I I � i i ! °o I. I e. W e I a o! i i� j `.ir g 1 1 I x o I Di. xtl T � II I I 1 Y . 1 p I I I ♦ I I i I p 1 1 1 1 ] _ ,. ,, 1 1 1 1 1 1 1 1 0 : 1 1` 1 11 p ° ,o I I m l I I I I I I I I I I I I I I t - • - } Additional Notes ::::iii:i351.11; 1' L -1 I 1 _ f '` I x ' + I` I x ' 'r I I ILI 1. ALWAYS READ PRODUCT BROCHURE BEFORE g� Z , p ►R 89rrp,1>I7Tti[ T1 I I I 1 1 w' I I ' I I w' I 1 '1j I 1 I I 1 1 I IMBIx�xla 3'Ir FIJ. Z. INSTALLATION OF EWP PRODUCTS. I a I I °• I � 2. REFER TO HOLE CHARTS PRIOR TO DPoW 6 R- I I I I . .: H /3/• /' \ I I I PRODUCT. Q �� ��p I I I I I I I I I LP lbw x l„ .� • I 1 . w w X 1„ �/ 1 I I I 1 1 1 1 1 1 1 I I I 3. THIS DOCUMENT IS INTENDED SOLELY AS A oo�egxi n� e ,e;,1 I�\ PLACEMENT PLAN. IT IS TO BE REVIEWED BY I`L• / .� (��, ' � KO >�n tap w 1 O FKB�+'In ! w 1 . - + n 1 I I THE ENGINEER OF RECORD /ARCHITECT / I 1 � C• I II I I I I I I ` 4 °Pl 1 ® , oBDbo D ❑ ❑ Duthl❑ ❑I • ❑Bob❑ ❑ D D ❑❑l` 0 I P' . ' 1 I I I I I II . � DESIGN PROFESSIONAL AND MUST MEET •• • • . .' ` - p er .' . . . 0 L !vex Ii g p 1 1L P% p . g D 1 qS �. 0 •' OUR PRODUCT. PRIOR TO INSTALLATION OF j y a ` , e l 1 C) II ` // I •••• �� ' e " • o I 1 1 I I 1 'i❑ : 1 1 1 1 1 1 1 1 1 11 I T ' +. NOTED GLULAM BEAM(S), HAVE BEEN FRONDED y , le `M e ; 11 I I 1 1 I 1 1 I V I r peNCWLK 6W � D ❑: • 6Arsw I I 1 LK WAR ❑ :g AS A COURTESY TO THE CUSTOMER. BEAM I �' : : . 0 * D DS ■ /►L9E6'• D ■ 3 Dpk • Y' E] I . . . 512E(5) GIVEN ARE BASED UPON ORIGINAL n . / . . . 1 1 1 1 1 1 1 1 1 1 1 1 1 o E 1 01 I ° y 1 1 1 1 I o : Eo Ro no I I I 1 I o : 1 1 1 1 1 1 1 1 1 1 1 11 I I I"�I RESPONSIBLE F FOR n THE ACCURACY OF ARE VI C °01 rEE ° a Io °01 a❑ 1 GLULAM BEAM(5) L 3 1 1 1 1 1 1 I I I I I I I I I I I ;o ; o 10 1 I I I � o (. ;n ; I ❑ l n l 1 1 1 � ° ❑ : ∎ ] 1 1 1 1 1 1 1 1 1 1 1 I I 1 III S. E FOR NOT YoUR ores L O AS A g e 2. 4 117; D 10 0 1 03' V ❑ I `;:; :r ,..: ,� ° ®: I I I I I I❑ D I 4 a. I ❑�I I I i I 1 ❑ • I y � � i 2. t :, , . .:,.. � pg "girl, ���O�������❑❑U L 4B 4i I ❑>t p 1 , I L ■� ❑ I IJ ❑����� ❑❑ ❑ ❑ ❑ ❑�1 ;� ri S � � 8 �e� LKT %M• a - D� � D TI - '8 - ,. .❑ I I LK x ter taB f0' (�' �..' • � � P L"' I 1R1-0• I B B I K I p p I KiBW 1 td_d 1/ �'! < ': sf ! � ,_Tg p � - y` O r to v4' r o O to w K 1N' o 0 T O Y x W!& . 4�, : .. _c : 1 ..F.: :; ,:y; :•. '' ' : ▪ . oc a V y • I I" 1° ° I I"I ! I to i a 4 + (/) F - L__ 94.3 WM II TT UR IV J r L LK ivemo o line, J A 2 L47 .2 p or nnLb00000000000000000000000dnc 0000000000000a000000000dnnnc ! NJ E O O (7 we. o Z f ▪ = Z Z t = J J EXCEPTIQ45 ?M!!eN �1 €w13E 8 RESUBMIT 7� w W o c , D � O m 6NO M AKE CO�R =C' ^ \5 ' 1D��1 �Rt� €CTED ° CC g CHECKED FOR DESIGN CONFORMANCE AND Designed By Dore stoops - IWP WA TYPE QTY. DIMENSIONS GRADE LENGTH ' O O . ! • Z m X Rp w COMPLIANCE WITH THE CONTRACT DOCUMENTS N/A TYPE QTY. SERIES DEPTH ' LENGTH - GANG-LAM LVL BEAM 2 13/4'X11 1.5E 4 'z ' �"°r p ONLY, NOT CHECKED FOR DIMENSIONS OR aJOIST 2 LPIDOW 117/8' ]' • GANG LAM LVL BEAM 13/+ xn7 /e 1.9E +' Z Z z w J r I- e < Z QUANTITY, ANY ACTION SHOWN IS SUBJECT TO I •JOIST 6 LP/20W 117/e 6' 6ANGIAM LVL BEAM 2 13/+ x11 7 /B 1.9E 6' • +7 C •� R r y re I U N I - JOIST 6 . LPI2OW 117/r 7' • GAN -LAM LPL BEAM 2 1 3/4" x 14' 1.9E 3' cp I -JOIST 6 LP/20W 117 /e• 11' - GANG - LAM LVL BEAM 4 13/ +' %1 +' 1.9E +' } . y L THE REQUIREMENTS OF THE PLANS AND - I -JOIST to LPI2oW 117/0• 13' - GAN61AM LVL BEAM 2 13/4•X14• 1.9E a : p W p C= Z `'' Z a .. SPECIFICATIONS. - 5.30I5T 2 LP/20W 117/8• 14' • GANG-LAM LVL SEAM 4 1 3/+'x 14• 1.9E 1o' CD r- i O. LEONARD J. MILSRA T AR HITECT I -JOIST I -JOIST B to LPI20W LPUOw 117/0' 117/8 GANG LAM LVL BEAM 2 15' - GANG -LAM LVL BEAM 2 3 1/2' x 117/8' 31n'X 117/8 i.OE 2.aE Q U 7' En rn • )"- ° _ • ® n� DATE: I) 30'' b Y. 9 lir' - I •JOIST - I•JOIST 6 28 1DI2OW LPI20W 11 7/8' 117 /B' 17' IB' GANG - LAM LVL BEAM 2 GANG - LAM LVL BEAM 2 3 J/ % 117 /B' • ] • x14 2.0E 2.0E 20' 5 C/ C/ Z Z p Z C C -�' / �, ° QQ �./ C.O RL,. Cy en W 5 • I -JOIST 4 LPI20W 117/8• 36' - GANS-LAM LA. BEAM 2 51/4' X 117/6• DOE 9' I CC .= O k- Z C� • . L t. Z a.- 43 O • I•JOIST 12 LP/20W II 7/8' 38 • GANG -LAM IV!. BEAM 4 5 1/4' X 117/8• DOE 12' C.) V Q Z W Z ° T - 6AN6 -LAM LVL BEAM 4 51/4' X 117/8' 2.0E 14' ,L LL C1 = C.7 > ` W O Z . a.. I m ®��/'���-� GANG•LAM LVL BEAM 2 rx 16' 2 20' Z S. Z 0- C Q N V W Z •G Im ®f'!; r7 �D� ®� .IE t7 W CD `'` c. \ , CONTRACTOR TO REVIEW /VERIFY THAT ALL PRODUCT w >4C.) m CU (� _Til WA T YPE QTY. • SERIES M ANUFACTURER N/A L ti .) U Cr Z = Q ¢ _ ,i\ /� -J CU OD CO LENGTHS MATCH FIELD CONDITIONS, SIGN, DATE N/A TYPE QTY. SERIES DEP SPACING • HANGER 20 HV11 S n Eta C> Z H. l Y -? . II BELOW AND PASS ONTO THE ARCHITECT AND • 1-JOIST BLOCK 62 LPI2OW II 7 /e• IY o.c. HANGER 2 HW12 9ne4e11 - 1 , J y m N • II II ENGINEER OF RECORD FOR APPROVAL. JOI5T \. - HANGER 54 ITT311.88 51e,psm _ `1 PRODUCTION CANNOT BEGIN UNTIL DOCUMENTS W TYPE QTY. SERIES I DEPTH 1 LENGTH E .w.... ` p ' 0" • RIM 59 11/e 1.3E LVL 117/8' 8' •MNti•ply blocking gwedity does net represw t the total lumber of Plys. ARE SIGNED . APPROVED, AND RECEIVED BY IWP. -Multi-ply bean py'e era added to multi•py qumtlty. / CONTRACTOR DATE SIGNED < < o- x ° o in o o O N O a ppp SSCALE: NOT TO SCALE O. ( = Z t 0 • THIS • COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA PACIFIC ENGINEERED WOOD PRODUCTS. uSE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAM LW. pJ F I I OR LPI - JOSTS IS STRICTLY PROHIBITED. THIS LAYOUT IS PROVIDED AS A CONVENIENCE TO THE FRAMER ONLY TO 940W JEST AND BEAM LOCATIONS AND IS NOT Yam BE USED AS THE STRUCTURAL FRAMING PLAN. q T( A l V F O ilieti/4 General Notes j /� td, u 1 ;' I. Floor TW.6 % 11 7 /B I / �,,/..i r - 2 . Typical t F O 2 ¢ 1' llr g, ' D D p D p a U.N.O. aa W �� ( .- O J .. /, (P /i If tlig � � B OO OO JOIST Q�� �D �Q� �Q�O� u 3. OFFSE O� } OW U.N.O. 00 mn- 0 BUILDING PRODUCTS -Z00 0 .II_IL 4, .U.)1 l4Lll _AI__V =J AC > U-1 0 - T - ' - '1- -1_ -1- -H- -IF -1- -I -� -- _ _ _ _ , 0 11 )T - : - 1I+11 - I ru t 4711-) F (�: :: • : �' D 0 D O D Pori' is D o I. d .:: r r r r r ,n c 9 _ , r , _ • _. _. _I. _� ,. -„ . r , - . k -.. yx�sy_ �7- + tr"fN'1 I-- t °P`T°�' �P°II I I I I I I Key Notes J o CO 1 I I II °9f' E1=9° 1 1 1 1/1 F I D r - - "T ' ° 1 I D D f °r" i yT'°1 I D .. .. I :: i \ I I � i o s. o .. .. DI : : D .. .. i I I I I II II I I I Ns . . o�'o ,� I I I II II I I y I I II D g D 11 Ire x 117 • ■ B' ADA Rim Board 0- Z w I I � 1,. T I •%; 3 I II D� 1 1 1 1 1 !D.. .. I II D � I I I I 1 .. 3 I ks I I I I -Joist Hanger z w O • 1 1 1 II JJ ,fg I I 1 1 1 1 1°D� °°4C11 I, lo: 11 I I I I I II I I I �� °aw° 10 o S I I I t:` 1 :' D I I I I I D D I I i I I 0 � 1 1 r' -,I 1 0 ® I -J aiet Rlm al Pa.allel wade. v }¢? o x x .A i i 'b. Q J E.O U D D ' D � : �U 1 I I I 1 O I -Joist Blocking 0 Cantilever -J Z m W CC • I I I .. 1 I I I I I D D .: I D" o IF • 1 1 1 1 1 la 'P +n I I I I I ° .. II % l O. I I I I I D. ,, I I : O r 1 1 1 1 1 1 D .. >,. s LP2a „ �7 ' 14: X 11 LPI20 X II 7/B• .. � : D � D �' . ` 1 0 • �D .• .. � © • .E LVL blocking at Shear Straps �.. m, M^ ° e II II I I I D II B b I D II A 1 ci 1 I u y� t , II �/1 5. aw II !I I 31-1 6 1 � � � xr: xe _ _ ' ® ; ' _=6= � a x d �� � c r: = e L .. ,dl°'"k' °' a^ , ' T ° 9r . 1 I 1-T \ 0� ti0 ....... I I I I n 1/e Il ! l D + 1- I �' �D � '� o ° o p . • _ g I ° I�a1.......... l I O- �' 1 . l �� c � c � 1 � d G D - o 0 0 o a o 0 0 . L PI2 x ,+ ..:: B �0 ! I] I 5 e o: 1 11.,. vrxn A 1- n II - O. : B� ,�. I � 1 ���^ a9 pE tp��S S x • . i . E C : �2 J .` I 1 ) I i G� 1 1 � I /8 I -i T - -I- Ct g p X_ _rA[ to 1; 4 •�_ Additional Notes e ° • e r�I: � � ; - 1 1 0aB p 0 • o I '. 1Lpi J171� 1 1 I I 161 I I I 1 � I I 1I I I I I 1 I I I I I I f 1 11 I ` ' UCTBROCHURE BEFORE j;- (�,) 2 REFER TO HOLE CHARTS PRIOR TO DRIWNC B pp P - � I : G ' . ° T 11IX 9I _ ••® JP : : . . . . p - p I � • ' __ _ __ 3. THIS DOCUMENT IS INTENDED SOLELY AS A InneegX7 e 9 I 11 I I I 11 1 I ( I I 1 °_ 1 1 1 I e'' f I 1 PLACEMENT PLAN. IT IS TO BE RENEWED BY . { LA : t s' I I e I I I I 1 1 1 1 1 1 1 I : ® ' PRODUCT. L . • pp h 1 0 DESIGN PROFESSIONAL AND MUST MEET c U THE ENGINEER OF RECORD / ARCHITECT / B h 1 1 1 1 x 11 I q 1 °' 1 I x 1 1 1 P 1 °' 11 °Q 1 1 1 1 8 HIS APPROVAL PRIOR TO INSTALLATION OF 1 1 1 1 1 1 1 1 1 9 1 1 1 ► I I ► I I I I I ,4 I I I I I I I F. _ ° H S . P . a A OUR PRODUCT. E I +' c , % 7 . to >r L, X 7 • eJx 3. L P I I I I_ t I i 1 I } t � � ^ 1 1 1 3 w e o o�o o �dC ; •. -�o o o o o�o� c d . I 1 I oS I �• 1 1 1 1 M �I 1 I I � 4 • AS A COURTESBTO THE CUSTO ER. BEAM PROVIDED j At B S C . „... d # . p . S12E(S) GIVEN ARE BASED UPON ORIGINAL 2. 1` ^+ • 1 1 1 1 1 I I 1 1 1 F i _ 1 1 1 I I I 1 I 1 I I 1 1F r � I 1 �� �� I DESIGN SPECIFICATIONS LP AND IWP ARE HOT ..9.17: • II ,( g ` + ; o q l 1 O I p . ,. 1 1 1 1 1 I I �. 1 I 1 1 1 I c•,, � _ay I GLUTAM BEAM( • t ' S THE ACCURACY OF USTED 0 g ,. At 6 I e 4. 1 # O� I I ` 2 0 1 1 1 I I • • % 1 1 1 I I 1 I 1 1 1 1 1 1 I 11 1 PPGG 1 I..,\,..: ! I 5. THIS DOCUMENT IS REPLACEMENT FOR NOT YOUR ORIGINAL D AS A B W F g 1 111 1 1 1 1 1 1 1 1C• Bx I I I I STRUCTURAL PLANS, i 1 1, 1 p V /3B I ki,,, 1 pn v • w � 11 I ,,,,.pq LP* x,t7r8• ,,,� UN � w x ,17/6• i 1 1 1 1 I I II ► I I I I I I I I I r p • � I I ,I /2s• I j B I I I , I I �, I I I I I I I I I I I III I 1° E 4 . . 1 q . � I . • tvtOrr % It 1/B'. \ . 1 . 1 0 a : w2ow x n T/B \ • I I � .. \ J • L 1 I �,II I - +->- �-�4-�a� I p I I I I I ' I I I I I I I I -- - -. ..._tom 11 I JI .. .� - _ _ ..__ 1 1/38.�q 2138' 1 i 11 1 1 l .. I J - .�,! - I i i II . if LP I I I XI "',B : i . I 4 CONFORMS TO DESIGN COF C i ' P I 1-- all , : b „ I I I I I j _ ; II I I I I I 11 �� C NF RMS TO DESIGN CONCEPT . EX _ -= 1-i i:EVISE 8 RESUBMIT i _ I . I _ .. .. _ • .. _ . _ ' (ice 0 0 CO C PT WITH MAK fit]] = ; REJECTED L 1 iv ' '� L > v ' REVISIONS AS SHOWN z CHECKED O? DESIGN CONFORMANCE AND . ❑ NON- CONFORMING - REVISE & RESUBMB'' J o COMPLIANCE WITH THE CONTRACT DOCUMENTS - NOT RELIEV: U ° n • . a ° iHIS SHOP DRAWING HAS BEEN !?�I'I WL FOR GENERA_ CJNFOR P ' cr m ONLY. NOT CHECKED FOR DIMENSIONS OR ' I) I - _ _ n O j ONO' ANL' PiII. , L . p OUANTIT Y. ANY ACTION SHOWN IS SUBJECT TO �/ , E ��O� WITH DESIGN CONCEPT FABRICATOR /VENDOR OF RES )hSl$IJTY FOR CONFORMANCE T'•' • J 1 THE RE :�: ^.EI: =NTS OF THE PLANS AND M e ,�� R� �' (� _ DE IGN DRAWINGS AN I SPECIFICATIONS ALL. OF WHICH HAVE PR' -* a w SPECIFIC ;TI•�.',S. r'1"�'w ►�`� I , I LEONARD J. Mil r7 ,AN ARCHI ECT QL, NkILLNZ\\ per 5 `'ua'u -- ` f V • T HIS IP ING. _�I ° D.A / 2f i ~ f ;- . , 111` { ` / - .,.1 / , 4: 1- - _ .� p ..,, . I- I :a1 F7 i. ('T E�VC I IVEER@•f40 �' ` Dm N/A d igradBy: Dew Stoops - IWP N/A TYPE QTY. DIMENSIONS GRADE LENGTH" - - - f =y . '•°;''.. ~ • QTY. SERIES DEPTH LENGTH • GANG•LAM LVL BEAM 4 1 3/4' X 117/8' ISE 4' - - I•OIST 2 LPI2OW 11 7/B' 3' • GANG •LAM LVL BEAM 2 1 9/4' X 11 7/8' 1.8E 6' Z O J- I -JOIST 6 IP120W 117/8' S' - GANG •LAM LVL BEAM 4 13/4 X 11 7/8• 1.5E B' CONTRACTOR TO REVIEW /VERIFY THAT ALL PRODUCT J - 0 - T4015T 4 LPI20W 11 7/8' 7' • GANG -LAM LVL BEAM 2 13/4' X 117 /e' 1.9E 12' ' ° �1 T - 2 -70IST 2 LPI20W U 7/8• e' - GANG -LAM LVL BEAM 2 3 yr X 9 112' 2.13E 9' LENGTHS MATCH FIELD CONDITIONS, SIGN, DATE C] cu =eh DD • - I -JOIST 6 !mow 117/8' to • GANG -LAM L VL BEAM 2 3 1 /2' X 117 / 8' 2 4' BELOW AND PASS ONTO THE ARCHITECT AND W O Z Q • I -JOIST B LPI2OW 11 7 /B' 11' • GANG -LAM LVL BEAM 2 3 1/2' X 117/8' 2.0E 5' ENGINEER OF RECORD FOR APPROVAL. JOIST (� Z 0 w E • I•JOIST B LPI20W 117/8' 12' • GANG -LAM LVL BEAM 2 3 I/2 X 117/8' 2.0E 6' L'i N p m y 2•30257 10 LPI20W 117/8• 13' • GANG -LAM LVL BEAM 4 3 1/2. 2117/6- 2.0E 12' PRODUCTION CANNOT BEGIN UNTIL DOCUMENTS j • - I •301ST 2 LP120W 11 7/8' 14' GANG -LAM LVL BEAM 4 3 1/2' 2221 7 /8' 2.0E 14' ARE SIGNED , APPROVED, AND RECEIVED BY IWP. Y m • I4015T 22 LP320W 11 7/8• 16' GANG -LAM LVL BEAM 2 5 l /4' X 9 I/2' 2.0E 12' II 4 ii i - I -JOIST 12 LPI2OW II 7/8' 17' _ • I-JOIST • 20 .9120W 117 /8' 19' N/A TYPE QTY. SERIES MANUFACTURER N/A 0.,.<>'- - • I •JOIST 8 LP120W 117/8• 21' - HANGER 8 HUH Simpson - CONTRACTOR DATE SIGNED • I -JOIST ' 2 1.120W 117/8• 24' • HANGER 50 ITT311.88 Simpson - • IJOIST 2 LPI20W 117/8' 26' • HANGER _ 2 MIT311.88 -2 Simpson - - I•JOIST 2 1.9120W 11 7/8' 38' -t N - I -JOIST 10 19I20W 11 7 /B' 40' MWti•py Wockira quantity does tal represent the trod number of plys. _ , ¢ O. ' I "Muhl - pry beam pry's are added to mdH•Py quantity O O p TYPE q DIM/S• ENSION 6MDE SPACING O O o O LVL BLOCK 4• -. 1.5E 16 C. V La - W A cc O t O_ Q \ O N/A TYPE QTY. SERIES DEPTH SPACING SCALE: NOT TO SCALE - IJOIST BLOCK 92 LP LPI2OW 11 7/8• l6' O.C. i I } s I S THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA PACIFIC ENGINEERED MOOD PRCOJCTS. USE OF THIS OERON FOR ANYTHING OTHER THAN GANG - LAN LVL f I _ I I I N/A TYPE QTY. SERIES I DEPTH LENGTH $ OR UM-MISTS IS STRICTLY PROHIBITED. THIS LAYOUT IS PROMDEU AS A CONTfN1ENCE TO THE FRAMER DNLY TO SHOW Lis AND BEAN LOCATIONS AND IS NOT RIM I 59 1 LVL Il 7 /B' 8' L m TO BE USED A S THE STRUCTURAL 2AAMINC PLAN. • 1 4 /4' 44 • f .. ' nsr•n• , ... •, � I nn. . e . ,777.7 ' N. 1 '. . .. ,..,,,,. . ,',. 7.,.,. ,•;,-.., r I r. _ r I-.. mn „•,..,.,.,,,,..,.,,,nmsm.,,,„„- .w% of