Loading...
HomeMy WebLinkAbout04040022 Building Plans�Iqd eoverec� Ilkcq 3r�w 10' td I2• l„ _ eeiLC'/y#=liC it f L) + 1' 1 ,� . i►YY� Lra~ Pct 7433 �— `fGzzr7 i _ eeiLC'/y#=liC it f L) + 1' 1 ,� . i►YY� Lra~ Pct 7433 �— `fGzzr7 Z ANT:) beScEiPTIon1 TZoq A?AQr p -- Sec4,0N ��,Je�cc� �l��, ow.��KlPl�tn���� I�IarTN, �A�-► T}�Q�'S� _ `�� ��tS7' ►,►� 44AMtLTON �t9u�'�1 .�N�lFii" 4 SC f 5 V'k I IOU) -Z' . S! X 1 u N oegt� se'r� S! Y 64 rtc4 �jpu`�j't 5 !� o+� T► -f F ��et<f �cSCt�.cE3r�� �,� S .� �Ir�ce�tt.v-t ��uvkt�Q ZvDyfxx�QG�49 OF TA/r b rqf ,,eR !9F �Igw,Lyaj Chu uTy � T�ulokAW,4 oeYs 't �cLR-? of c.t�eRt� t.�, Tw iE E o6N7" acct o� ¢ .�:�{ � � n � '!' t E � s7 t JA L � o f T k4 e FOIST 1 - TtN Nto tes p 2: �Z!�5 OF ,-� � �e� r ��.ex�t E � �'�y� U� .��. ec-ts.�c-fes � C' a � � �' s I : 4 jo.::7 R9! Z Flea vot t 5e p� x.375 i ___ _--______ r Kev ,,j 11-e 0 V P -9.s 30rj —� N?Lfk) W 1qit.,r Cr, LUtsT FIGG�, Xti� STS J t C�c, K� 733 �n AA KPOL: L. - l ".�, zy ►a��Gt H,�EE. !,t, Lf 7111.'0 ,. 1 Aw ;14 i I , , 1, f,15 it.S � J - r ... i ca x DfVr ` WIP1 be i 57 Etc, . P l i V r. 1 , 1 dw I , q t i i i IT Q j 1 r i' �, i s � -- + � 4 � f � ' � � -r-- '� 1 �� �" �. � 7 w / jr�. ,r7.�" /�-r* '-� •' J %"1';'1 I i,. r l'? • � � � �;,� 1 ,00, i 'I I t 1 i i f Aid iTU )( y ,-'TU.�' � r T`_1_ • �j J M: � �. I ''• _' � n i'iD „ C� r / , E/��}`1�Aet+gt a , PR Qi G` CTY71N y !i �i� i � Q r I 1 ( ` ��I I l j _k ��Y bbd i I, J._ I: ' I h �l ! � I I a'�� ,�•jll ' - .1 � ' I,f'!II+R,Sp .,r- ao _.... .. _k•. .. ..-_r i t; ( , I ! I ., rr . IS r - 1 I 1 I rj , _ I, 11 5 :T �R� 17-1; , ► I, 57 ,,1 `N 1' , + f 1 t 1 f J ( ._.._.-.�.IIIIi!'.._..,. ��,I II'- - `�, I ;, ',��� '" - ,T\`•'.,�e;".`, . � ', r f d�,. ... ��, ...v-lr4 � ti :: ,.I 1 + I,i i.l..l_I�.1 , ___ -._.1 ,' i . • ( _ , f i"1 •� - ._. -1 All 1 _ i I 1. �'�^� 1 11 4 I� i✓ (.�+�.. 1 -� I�� i I ' IT hip! HIT= !+Ii -111 , Il'.� }. r"�C✓ • jt. ;1 e)V _ _.._. , If 1 , IP �{�_ .�_�tt(l,y('jlll�� V, C E �r I , X,, I --- 6t r, BlEc f cxo,Njt 4 3' 2- st I rrl co 2 I % � I I D tj SCALV 1/4 tr-f vr 'J;7 V- 1371 f' I I '7 I f S C- k�� � f Z �' cv_ IV , I � rl 1(::4k, 4 m i -T f1:1. FZW T -T :7 k 4 FtT - \Ael I Iz ADP- Kt 0,,J liq ?16 rT-gE— E04— T- i s q,. 6�, -rw q 5TEV,- tc 7(.33 iJeA,�5 j? r cer' �i ZY-4 PT, CC Tim, I f S C- k�� � f Z �' cv_ IV , I � rl 1(::4k, 4 m i -T f1:1. FZW T -T :7 k 4 FtT - \Ael I Iz ADP- Kt 0,,J liq ?16 rT-gE— E04— T- i s q,. 6�, -rw q 5TEV,- tc 7(.33 iJeA,�5 j? r cer' �i 410 if b� s�ev� Caen yy"= rbu f P Sc A LG7- I/q It ;:7' 1011 SIq�� CA � � �(f J � c A LSF '/ q ' = /' 0 F: -E _; l ___i�.� i _!- R -d TT VM 04e PoA C-4. 7(.3 1 SD, L)Cw -T-4-tse y 05 - Z"7?7 r7- -LI -T A `1 180 CK) , 1411` "'34 C)p 5r- , C%IE cop.) NOR rl Irk iii . ......... 07 (T F 4J AT .... ... . . ..... ► ................. MO. .. ........ e, 0 1 1 f J 41b by 7 004, • )(,,Yl 0140 CC - 47r)6 Of Aw t", j VP - 1 P, t 1 3 2 c4 < e I , See cry efkl— , 1007. ej, 13l 5" t-.3 ct - ` 0 )q Ig11 11,41 it ..... .. - 4-C ,� I �,L Y� 2 4r q '6 " 14�q h Ilk _.rep .�\ I"I �; I / f I vt I AZ4 l' . i W_. f6t'! ;X ii r i X t i \. • J { ' � r ��i! r � I f - r , i � � ? ! i ! , ,rJ,?- _ - -'� � i � ii I �, ��E j I. I � ! / ir_ '., .�•{; .rl-- _. _ i i r / `� i'j�...... .._.....� �.._ �•y,., _ »,w. �,«.,., _ a...... .. �' �.. r� �i '' i /i ! it i i f 1 ,; � A i `;< ' �,, � � , � � ? a !�,� � � � � ;�� "_ t �`-� { _ fl �v�`� -�r'r.:.� � , - - -• i�2 _ice:"'"- :'�"; ';; r; -i I l.i� �fl �°' �' I ' Ji il I } pAp I �Tu t II ' ! ^ , �; Irr i {-', I I � � , �;• , - r —+ -- r' - rf a IL - -- yl - Y3111, a I, P i -it 70 1E �% •/ �> s ,I ' r F , r.. , .� Lel • .��'/h j: t r, ! �P. , f`" �,� i I C� � •"� - !i! w 7to r Tr I rnr�SH d7�tC� f 7 , f l Y -� f I F r o '� f' -t ��'1% • j f� 1 f .�f, I '�''� LoC LIP_ �. LIP C. I 4 � r ( - „! � � I • I . �! � �� lit 1l v 14" <<r Y .... � I .. _ { r 1, ...•.. ,-^•• , ..., �. i�J - f, -,..."•--... �, ,'?'� ,��. � y -7 !;i�r _ _ r / j A► _.�i 1 �!' I �) ;ill'` �i =� �j I IiGJ�-1-- I ) � p d� it '�,, iillilil Zr i .. r , . � PCS` � J I ,, � � 6 ' � e� � �%• _.�_. � i /, (f,,T , � �. I ) , � • - _ _____•--- .v,.._ .._ . I , I I i r, � LP Solid Start Rim Board Fasten rim board to each floor I -Joist using one 8d k- -.1 . " -Finnne ie depth -joist ud aT b-o.c. Toe-naneo from outside of building. 1.! : * I I ! I ! ll/34' I ( I I I ' PI20Xl.7: X 11:7/8-1i UJ CO( ! ( I ( ! 1-0_1 1 7/$4' 1 �.._„�F`I2�)Xl.-/ X 1l�-- 7/8 000 �1{!1111 M { . I I f I 1 i LPI�OXIJ X �17/p" i 05-1 j I I I; I i�lPI2Qx1.Tj X 11'17 i I i� I i lil I ij I 1 it I 1 1Vio Baaln aut I 1;!I I 019.2" O.C. R6 Refer to Joist End Nailing Detail A5 for correct sizes and locations use S. W'v ROOF BELOW Double I -Joist Nailing Schedule 6" o.c. 1/8" gap t e minimum Filler Block * cmvnect double I -foists using 4' long filler blocks at each support and at 8' o.c., maximum. * Provide 4' filler blocks at all concentrated leads. Center filler blocks on load. * Fatten fillers though I -joist webs using two rows of 8d nails at 6• o.c. Use 10d nails for LPI 56A series, stagger rows and clinch when possible. * Floor sheathing to be glued and railed to flows of both plies to provide continuous lateral restraint for each ply. 3/10' _ !I LPI42 X 14" 1/22_.._ ._.._..__.. _.._. �.. _..-..-.._.._.._.._.._.. o li { 3 ii ca E2 Hanger Detail Verify capacity and fastening requirements of hangers and connectors Be sure to check web filler requirements for hangers i _.._. �. _.._.. R9 25/22' l . tl_.._.._.. w I42 X 14" i �.._. _.._.._.._.._ .._.._.._.._If_.._. ....... a.. II H SB RIM AROUND JI-•. ......_.._.._..__.._.._.. o E PERIMETER IL m DON'T notch Gang -Lam LVL 1./JAYN� DON'T notch beam at support. Refer to We chart or engineer's specifications for proper size and kx:ation of holes. i _...� {� I 3/25 •� � __. �_�. .., I I; I I I I I I I Ilj I r II20�1.7117/8 If I ( I I I I Ih I I I I I I I 1/84' I; . ;I 11 0, LP 20X .7X117 8" _.._..- .._.._..-.._.._.._.._.._.._..__.._.._.. I �y ! I I 4 I I I I Il I � C) I l . LPF20X1.7 X 117/8 w _. _. ------ t::; . -. _. _. _. _. _..__.._.._.. I I I A I _ .. _.. .. x I I I iV20' I I I I { Ih I V L_I I 7/$4 _.._.._.._.._.._.._.._..-.._.._.. �.I .r • •.; � � PI2 • X1.7 X 1 � 7/8', � i/ (PI20� 1.7-x 117/8 I _ _. _.--------- M1 _. _.._.._.._.._.._ .-- ,, f III( I C2 I Q I I I Lr. - rr - I Begin Layout o L 42X14 I I1I}3/2(D'� I I I I I I I in J - _.._.._.._.._.._........ _ .._.._ _.._. ' LLL 120'3.72/2 it I �L�I20Xi.7 X 11 /8" I ;' I I I I 1^ I 'nX. '( X1.7 X 117/811, ! 1 1 MSI 1/20' I II I I I II I I I{ I I BEARINI I �I LPI�20 b X 117/8" OAd G I I I I II I j l I $TUD WALL I I t VL (2) ly 13/'4" X 117/8" 2:OE 5' I `I r �'1 (_ (FLUSH) { I I I I I I I I i i 1LPI26n1 x1117/8 . ? j 3/6, 11 I I I I I i t j LRI2OXl.7 X i �(/8" I I' I I IL (FLUSH) I I I I I I I LVL (2) Ply 13/4" X 117/8" 2.0E 13' ( I _ _ ' I I li I I it I J v OPEN TO BELOW I I I I 05' 1 ' ' SB RIM AROUND j LP$20 7 XIll 748" PERIMETER it I I I I I i I I 0 J©16" O.C. R41- DON'T 4DON'T cut �•• or notch flange. DON'T drill flange. ppI. General Notes FLOOR JOISTS TO BE LPI 20X O.C. TYP. U.N.O. 2. ALL BLOCKING PER STRUCTURAL PLAN Key Notes Additional Notes 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Revisions Designed By: Others - Your Company N/A TYPE QTY. SERIES DEPTH LENGTH - I -JOIST 3 LPI20X1.7 117/8" 6' - I -JOIST 4 LPI20X1.7 117/8" 15' -I-JOIST 2 7 LPI20X1.7 117/8" 20' - I -JOIST 5 LPI20X1.7 117/8" 25' - I -JOIST 16 LPI2OXl.7 117/8" 34' - I -JOIST 3 LPI42 14" 10' - I -JOIST 27 LPI42 14"A 22' N/A TYPE QTY. SERIES DEPTH LENGTH - RIM 10 11/8" Solid Start 117/8" 12' - RIM 10 11/8" Solid Start 14" 12' N/A TYPE QTY. DIMENSIONS GRADE LENGTH** - GANG -LAM LVL BEAM 1 13/4" X 117/8" 2.0E 10' - GANG -LAM LVL BEAM 2 Multi -PI 13/4" X 117/8" 2.0E 5' - GANG -LAM LVL BEAM 2 Multi -PI 13/4" X 117/8" 2.0E 9' - GANG -LAM LVL BEAM 2 Multi -PI 13/4" X 117/8" 2.0E 13' - GANG -LAM LVL BEAM 4 Multi -Ply 13/4" X 117/8" 2.0E 20' CAMBER TYPE QTY. SERIES GRADE LENGTH STD. GLU-LAM BEAM 1 3 1/2" X 9" 24F -V4 10' STD. GLU-LAM BEAM 1 3 1/2" X 13 1/2" 24F -V4 17' N/A TYPE QTY. SERIES MANUFACTURER N/A - HANGER 14 TH025118 USP - "Multi -ply beamply's are added to multi -ply quantity. SECOND FLOOR LAYOUT PLAN U Q o rn 010111-1100 O D CL D cn aLnzI co • h r r (i p iJOOr7, S r)_ W 0 In � /F'-/ W LO LJ_ 23 N U_ Qz a w C__) w v Z o z w w w z o 'gin > o II � II Ora W o DL o ncL. LL0 O z II - FK o g~ LU � HIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED W60D PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG -LAM LVL OR LPI -JOISTS IS STRICTLY PROHIBITED. THIS LAYOUT IS PROVIDED AS A CONVENIENCE TO THE FRAMER ONLY TO SHOW JOIST AND BEAM LOCATIONS AND IS NOT TO BE USED AS THE STRUCTURAL FRAMING PLAN. z � w 4, � J o o z w Q) � o o z o w z o 'gin > N N ry II � II Ora o ncL. 0 •o II - FK o S1Nn 2 of2 k c I I Q r a 0 Desi ned By: Others - Your ompany a N/A TYPE QTY. SERIES DEPTH LENGTH - I -JOIST 11 LPI20X1.7 117/8" 13' - I -JOIST 15 LPI20X1.7 117/8" 19' - I -JOIST 7 LPI20X1.7 117/8" 20' - I -JOIST 18 LPI20X1.7 117/8" 34' N/A TYPE QTY. SERIES DEPTH SPACING - I -JOIST BLOCK 45 LPI20X1.7 117/8" 16" O.C. N/A TYPE QTY. SERIES DEPTH LENGTH - RIM 17 11/8" Solid Start 117/8" 12' FIRST FLOOR LAYOUT PLAN General Notes FLOOR JOISTS TO BE LPI 20X 0 16" O.C. TYP. U.N.O. 2. ALL BLOCKING PER STRUCTURAL PLAN Key Notes Additional Notes 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Revisions f -- Q CL U � o rn O 12 tn V M C N N N a m 00 NLn w x WM M X V1 m O 4J ld z N O N S X a� U_ Q b a (L U W V c� Z W � D o z o � � z � W a� CY °C II � O� 0 � o LL i O � Q g LL 8 a t aJ' a I 0 0 c� z w � [:) w o z o � � z � a� a� ry II � O� II a O "' Q �► x SheO of 2 8 a t aJ' a I 0 0