Loading...
Plans Partial LATERAL Calculations MONTAGE ROWHOUSES #3 and #4 Tigard, Oregon Bayard Mentrum - Architect DESIGN LOADS: Wind: 95 mph Exposure B (ASCE-7) Seismic: Ss = 0.85 Seismic Design Category D1 This structural design may used for even-numbered unit BLDGS: 2-plex, 4-plex, 6-plex, etc. The duplex-units must remain as-designed and can function as independent buildings. NW—apig.— (2)15r.) WWI& M6i-02012- dd 15(a V` ` X81 + Avie, La1 - 02) 57 3 415TV.p►,,1— o7)/5� OREGON 9 Ntro�g off 59 T�YZ2,1 1t4r o goo MCove 2_IRES: I Z- Job No. 6090 TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 Portland, Oregon 97221 Phone:(503) 228-0426 e - .. ■ •• • SHEATHING SCHEDULE: MONTAGE BLDG #5 / ~) ! 'f r ''}" Roof Sheathing: 1/2" plywood (32/16) or APA rated sheathing - (Oriented strand board (OSB) or plywood okay) T✓-UN�B �� c7 ��. / ZQ With 8d corn nails at 6" o/c all panel edges �7, And 8d corn nails at 12" o/c field. 'i �1,) Non,G'4 (Edges may be unblocked for shear) (240/180) �• LATERAL DRAWINGS "f Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing With 10d corn nails at 6" o/c all panel edges MONTAGE R O W H O U S E S And 10d corn nails at 10" o/c field. an TI d Oregon (Edges may be unblocked for shear) (285/215) g re g Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) Bayard M e n t ru m - Architect (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type A) With 8d corn nails at 4" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (380/530) DESIGN LOADS: Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type B) With 8d corn nails at 3" o/c all panel edges Wind: 95 mph Exposure B (ASCE-7) And 8d corn nails at 12" o/c field. Seismic: Ss = 0.85 All edges must be blocked. (490/685) Seismic Design Category D1 Party Walls: (2) layers of 5/8" type-x gypsum wallboard each side. Base Ply: 6d cooler nails at 9" o/c. .._-.- Face Ply: 8d cooler nails at 7" o/c. ti` A`�e Block ALL panel edges. (9,0) t±is \pl i 1t.t� . 4�< tz IBP Walls: 1/2" (min) gypsum wallboard both sides with ti .)-( 1 ��• r j 6d cooler nails at 7" o/c at all studs , plates and blocks. `,...---- I Tt `. ,•;,., cis Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 48" o/c. f . , �� -.f (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. �l �'.,`�`•;' t,O\rF_F`�,f' Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 32" o/c. rii t p,F,F /2_31_ (3 t (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Job No. 6090 Hurricane Ties: Connect each truss or rafter to each support with (1) Simpson "H-3" or "H-2.5" tie. TIM COVERT P. E. STRUCTURAL ENGINEER Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. 1750 SW Skyline Blvd Rm 221 Portland, Oregon 97221 Phone:(503) 228-0426 S I Ift . 9 SrM. y ... ' 741 ' r.s s 0 ,.. .. AL utuc 4 o i,STRAPS: • = Simpson "MST37" vertical steel stra p. .1:1*. J 0A L J C TPE " 5 t 3 Q °' 'O = Simpson "MST48" vertical steel strap. 1, 0 , t.A = Simpson "MST60" vertical steel strap. V Cl cos HOLD-DOWNS: Q P = Simpson "HTT4" hold-down w/ 4�°i Simpson "SSTBI6L" anchor bolt. t 1/2" plywood one �= W f,'� ,- ., • side continuous) Provide double studs at each strap and "HTT4" hold-down. s �� installed...above • and below all openings, Q = Simpson "HDQ8-SDS3" hold-down w/ r 1 41' 3 tYPical. Simpson "SSTB28" anchor bolt. r,., " 1/2" plywood one { Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs. side continuously `r installed...above and below all openings, typical. SEE -_:, _ r 3 a...,:__, i C ._3 II � 4-x le Eta fl 40 ....., ?` I P ° 1. STUp S T P. TIP- I� 5� � � crUR�t I ��/9381 � 0 c--z----,_L____ `/ OREGON > 22."1'1 SPea AL- PLY Woo O la( CO�RZ Tim Covert P.E. FsA(L(1�(,t 'FIFE «A a RENEWS 12-.31- 2.0(3 Structural Engineer sr-4v pEG� TD 1750 SW Skyline Blvd #221 — � UNIT Li/ '�IAS7'3"7k Portland, Oregon 97221 FIRST FLOOR SHEAR s Z AR WALL PLAN . mic . ,, t\ 1tMs-r-co e. 4E--- MST4tc 0 o CTyp v `•_. e blp.IE OF il WA/,L 6E( o LPJ STRAPS: • = Simpson "MST37" vertical steel strap. "3 0 = Simpson "MST48" vertical steel strap. i 1 (8 P r- r BIBS = Simpson "MST60" vertical steel strap. �, ABP HOLD-DOWNS: Q = Simpson "HTT4" hold-down w/ i. Simpson "SSTB16L" anchor bolt. J ' 4 � la � a J -+ ij eti 1/2" plywood one Provide double studs at each strap and "HTT4" hold-down. 3 I side continuously installed...above = Simpson "HDQ8-SDS3" hold-down w/ E— .1 and below all Simpson "SSTB28" anchor bolt. r fq: openings, typical. =r ril Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs. r' , i2 i J J E 1� it L. c. B I 5,A�.`\0 PROFIff 494-, 11G1N�� � y /9381 r .��.�'ri z [ OREGON >s'". I sue•-�F4111+ M ;: �22,W O • • r/4! CO' L e. RENEWS 12-31— �2ol3 It MST4-64 I.") \ Ft�ooR, Tim Covert P.E. T7P. 9 Af3oVa. Structural Engineer SECOND FLOOR SHEAR WA 1750 SW Skyline Blvd #221 WALL PLAN : Portland, Oregon 97221 s 3 * PROW PE 2xt d Sots D (31,4:) --(p4 4 U D ,ALL_ Pi`c2T 1Tf°► AS. 1/2" plywood one Mot . Ii {C.� side continuously "MST37 a. • • installed...above fzi S -- � and below all a openings, typical. *ki tia STRAPS: • = Simpson "MST37" vertical steel strap. i 0 = Simpson "MST48" vertical steel strap. 3 . 18P ( 47 A = Simpson "MST60" vertical steel strap. i - ` p a � GL 0 HOLD-DOWNS: b � = Simpson "HTT4" hold-down w/ -rYP� L Simpson "SSTB16L" anchor bolt. r.,. :4; .J 1/2" plywood one Provide double studs at each strap and "HTT4" hold-down. _I V L-- side continuously p Y g': installed...above 3 f and below all 0 = Simpson "HDQ8-SDS3" hold-down w/ ' fit- openings, typical. T4 .r; Simpson "SSTB28" anchor bolt. t 1t ct ri jil i Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs. r t (6P 46; c c r It SSop PROFe- W4L.L it 9581 9 0 .< 4 ---) OftECON t ?�j: 'Zt,.22 011 • •is . RENEWS 12-31- Zo[3 F' t ," ti t#a... ltMST3-7 a T19 Tim Covert P.E. THIRD FLOOR SHEAR WALL PLAN : Structural Engineer 1750 SW Skyline Blvd #221 } S 4 Portland, Oregon 97221 side plywood one side continuously installed...above and below all openings, typical. W _ —COMARGFaP_T REOOFG?uRL L ING C -ADE ' �– ! • 12 ' —18 I 11.,. AN.II 1 �� IIIIIMIM VP i 1 I Iwo_ it io An —tvi 51-li ....,_, c.„ .427 3-7 ■ _ - 4 . ..1 . m. ^ 11 U U V U U U 1e a L ye 0M ; /moo � '�� ° I 1 Ill 1111 =1111 MI e Ms-rbo ..�u — t . �rl`tST�E g ct 11µ5T4$ i IIIIMMIMIMMillailli. 1 M ST4$ r��� om ; ill 1 1 tts'T- �i MST- . _-. ..MST'�f-8" E-- T .1�1�i■i�1�_ 1 1.....1--i v` ,.l i 1 i 1 `,+ M_e. 32 —I ami �u - EI Ai3 — _ • ^ l` rp 000 ,3 IUl M - °' ��� .I■11 _ �a�o�iir ia.�Ui I.�.i �sii�jo TO t',ir�jQrii�'�_ iTC iiri�.i i��.a��.�.�����a��� _ r�����s>_����..� a�2 � o_ v�-i oes c�=' sav - ems■ . 1 m a'aofie� o� a��ii //�� e Q . Q • A � • � � �, . FRONT ELEVATION REAR ELEVATION �f4fl 8 << SAP TO cry Ty p. j FFDQ&-- - TYP- X11, C T URA S 0 PRarc r Tim Covert P.E. ,c1xE�R Structural Engineer 0381 1750 SW Skyline Blvd #221 OREGON Portland, Oregon 97221 ��r ZZ ,,r S 5 /7,, RENEWS 12-31-7,013, 4 • 1 . VE (-r,Z Liss) D - L,°,1 __ ' Q. /2''PLY, 11 (oPTioJ ( ) /2 PLYWOOD 4 SOPS o., " f34 EI A CC01,4 . uA pa�MIlJ4 Gut Ps ca d L � e 48 "Atax. 61 .. . z " Ep4E" JAIL.rrla (Sc e SH -7141SIG ;SE5 77ZUSSES /2'' (7��k„looO SCNoot.tt-E) h" o(C tt SDGID @ 24 DI.x�`4 � V SoDiD a , .t 50l_rf Q �c AJ4 2 .4 ) libll■ pg i€ DE s c- rJED c / Oli Vet-41- )4-o L S (Lecp V 1.2,E'Q �' tallif � �� r S �c S M PSn - 1 . 0...__,I, ,...,... ,i� - /�35 G11IPS , � A35 CL-( FS 11 N- `` 2 e.4"6 `(d(c' (TvpvAL) „EDGE u . .,.----- 1211 P1....,t...,00to . re 2 \t 2x4- CTvO s �'� ' , Sy/ c. G`{ i t �` i eup 1‘ 0( I • . . . eAc H- S(DE, � ¢ UCr `IRS 2X(0 S'tVd S 5 9. PP,OFF , Tim Covert P.E. ,9381 ` 3(2 I:1 /¢ Structural Engineer ' OREGON 1750 SW Skyline Blvd #221 iI Portland, Oregon 97221 X g a GoK (v 0 (0 . l ol �« S 6 4f covc. RENEWS 12-31- 2,013 . • bGAS Etioc,,lAtom.ROOF-/ PA-a-r ( cJA .P 6EA-c (0P-no►, 2 ) (Malt c5E5 p U..6.t.-) %." ?l_.`(WOO D 8d COM £? 6 " a(c. Rao, " „-,%, ,/---- ,A,L,,kiq. Efl4 E /2 1 )( X --+ P1-YWoop AS Si-o(,)�J\ „ W1/41 LAA-I CT. uSS �, J EDg6 / i _________________ a "T�"LAISSES e 2¢ e(G) --�� 14,641_444 _1/41._,.. --- -- _....11._ —.1.-- , --T17u55 oz Fin-L. -HT sty 0s ( '-n - uz -M1 0 4 OW( P,S' e ZV o(c__ w r--X e4CI-1- SDE. X I ,`� • K ,`fir %L” Q1--`Lc..Joo0 2 A r — - - - ---: 7u•– �ur ; ,- - - - - - - -� Vim/1 1 •6 _ •• I I I . I , • I q 4 ° c r u B —41/ . , 5 ���ED PROFFf t ��G1NE1 \ _ Tim Covert P.E. 19381 Structural Engineer �� OREGON 1750 SW Skyline Blvd #221 PA2�t' WALL- S " Portland, Oregon 97221 ✓�� :.�a' g taf COVER\ RENEWS 12-51- 2013 . d i Li-r6 rz, c I- WA U.- DE-rtAc L-: e ex-77 w A L L ! L o o tz__ S EC--n o IA : ' ( ff.C%-rl,(".,►J) 1— m -ut SSES zzi-L` a c 1/2.4 Put wool() �S 5-4A-0k-1/3 , (6d cm_ � ArLs 2XL FLAT 0 " 0( c. (Z) c6,d e� 4►-1 4 e cnikik . - a(G 8d @ 6 ` le_ ►•I Ac LS. �2�16 d. ' � � T7P- (2)/6.0t co M . l 1 M. �a��s ` M n J / TjPa . / isc( Gs'_Ty . C1 gm 1 ! ............-- -1122 ' X___.______________:_ziA,_ ________ _...----_---. ......-- — Ifl w1{ • Sd @ �{-46(G - ��� JorsT . AT FITz-S`(. Ftco0C - (REPr2) SA 3"6(c— AT Ft fLST 2 r P(,o6>Z (FR- TT ,F_______ _______E Zxt 0 e f 6 ' STUDS c (6 0(c (pee_ A f(T ) K V 'L (2x4- o� 2x (,) 7 l 72.0 pby wood r/z" GYP. WptLL t30f1-2.0 AS Si+okJJ 13°Tt-t SIDES I ( ( gP) Note: See Shear Wall Plans and Sheathing Schedule. R u C T U R f 4. 5,`c p PROFFJ, ,\ isG1NE4,P ___EL/1/ I Tim Covert P.E. /8381 Structural Engineer 1750 SW Skyline Blvd #221 OREGON Portland, Oregon 97221 __ ' S 8 r/dl CO't ' RENEWS 12-31- ZOO . EX-T WALL / FLODtZ SECTt o&A : o v6 4 1∎1 6 DETPcI1- ' CoOTt►. .4 o (c ' �---- r �+ ', `` PLtwO0JD I et C M /Z PL7 W o0 ( G Loci Cbm _ TOE IJAtUS sµ-OI,JIU (t, d CoM.. 14A(LS �f�S Sf�G.11�1, 15116f rr �TYP-) / e- 6 0f . � grro( c . 1, ,, / 8de6oiL Z 4 A---------- (off God. Ac LS (� " o(c. (-r e. w �r/ ' ?1 fi2x( P� � � Sor� coU c/ rN G .2t°� Jo(ST 2 '° $d cbm . 62xt o G� SrMPso�! 2 " L3°" ci,lps Z F . e3Z °( ,_, I/Z" PLNWoob So L I D Bl oc-k-r i i AS $ F) J ki (Fr) e 443 '1 al G,. 4 , gV CTUR.4 A � �D PROf ss I/2" PL'W000 . Tim Covert P.E. ���G �°,-� 9381 Structural Engineer 1750 SW Skyline Blvd #221 �E oN Portland, Oregon 97221 ► S 9 t/M COVERS RENEWS 12-31- 2013 PA-12,-Ty WALL ( S�f- - Li cam) DETick-(L... P�-Ty W A c,L- ( S(-t L Li cam) plyP(r✓ , . (1, ------ -. 2 x c{-STUD S �� --�„--- . 2 x e(-STUDS•` ( 6 `� 0( � ( ( 6 " 0( - •(C, et GOM @160(6 ' ' , R. 04. GoM @IGo(c • , n (ooh Cok @ G1, �(G (ooh Gok @ 6 o(C G : ' TQ-1 PGa S°L 1 3 R.1' o(c Gv �T'R-1 Pct S°1-117 D Lif•-/e- 2 •' ,. 2 .L.— . 0 zili + 2 lo (N i.( .) Lii-Ig ? _ , 2 to (h-u-1 -) / /‘• it ,, 7 / // z., 2, 7 411111.— / [I dL Zxto 2x10 Z/ xto J _ 2x to. • BLOC S • s (3(,oc fcl►J 4 �► � ' ar. s@ I �8 „4� n K : : B te14•a"ci. 4.g ''o(G 4� d(G co • , 57M P$orJ : • 2 ' I S(M PSo , • . t( L30 CLAPS . • `c L5 0 '' C L PS . , r 32q0( c__. • . , (Eq . 5(0E) . (Eq . 5(0E, , . • . . ; . ' 2 ) 4- S-NOS• 2X4- STVOS e ro �or ' • @ ( , C01 . . 1 " . • . Iq 3�2� 3/2° • 3/24 3/2° • ,� I � 4V CT vR • e „co PRO S ' - Tim Covert P.E. . % e . ,,, /9381 Structural Engineer C�a+ • • 1750 SW Skyline Blvd #221 �. 72 ,9�' ' • ' Portland, Oregon 97221 tIM covEO RENEWS t2-31- 2013 S O PAgTY WA(.,L_ cT o ,J ( S-ras SecTI 0 @ Top of bki (02-t-or - ►� � " , (t 2x4- sTUOs @ ( `o(c_ 3YL 3/2 TYPc c c. Acs . 'r ( od Goit* @ 6uo(- I 58"6 • . _7- („tA( 0 412) /17- 3/¢" P L`t GJ o v D . C2 Pc—( s 3r4 c t-4- "'rJ7E- - Note: Ripped 2x10 plates . 1 . ' 3/4--" ?Lyuooc . 1 1 ..■+ must be CONTINUOUS for p length of stair opening. 1° , ' Z`'� 4 - 121 GoM . TOE. PAILS S "o(c— 4 Extend 6" minimum • ' 3RD, PkGI•-E- sipe _ beyond end of opening. • Lap 12" minimum w/ ; , (S) 2x( o co►_T other plates. 6Loc-K-S j StfiM (SP 2S. z� 2)o 0 JocsV$ TrptcAl_ 2 10 ' Z (0 , , , - 2x4- .C-roof :- -�� 2x 6 STv OS o k . -- - ( . RV C r U 8 - S .0.0 PROT/ etc1New Tim Covert P.E. �' r /93e1 Structural Engineer \,(. 1750 SW Skyline Blvd #221 oRECOu Portland, Oregon 97221 j/4`t'__. covOL\ S I I RENEWS 12-31-20(3 SECT1 o►J @ 70p oF /k!' (z_- Loo WALL- S EGT o <.< DEcK UNItT >> ( OA 69m. e 6uore- -3/4--“ ft_.-t woe:7 o .. —7-t---4/------- 20° zx � 7 s-ruDs. I Moisture barrier and flashing, 3G 12� CM . ToE By others. g Z Ac+f- s1De . ( l 2_ _ _ ______ ___. ____ ___. _I. * I 21 , ,O, 7 E r, g gi ' I I I 1 I I Fwd r2 '1 cl 2�l. 2x J l0 O(S T S r TO - 1 TYPtGAL I Ps %2`` PLY woo D 2,. , ______ _ _ ____ I Ill* 9 /9p!o 1 2x4- Sz�tOs `��OfS�8 '` 2x6 S I STvos I v I (1/ vCrUR 5 Sc:\c`0 PROirj;e CoNnOuOlts '/2" PLYWOOD �/ /9381 r--- «l I Ve(U PY Or Tim Covert P.E. ,L..:.__-__ P ovine) _ Structural Engineer OREGON 1750 SW Skyline Blvd #221 See 94EA1Qq Portland, Oregon 97221 r/M CO■O\ S 1 2 RENEWS 12-31-2,013 - . p -rt.E - '[3A-UK- sec---? O,, : / . SPI✓ct Pc c_ 'bE /4-( L ( 1-;C 6 Ev-cir) LC-CU D) << DE�k �r-oUSE }'? G 4e pool- st-4-0(A).0 - Moisture barrier and flashing, __T, i-�� -D -S , Salt I Lam , . By others. Tie deck to house 24 0 using Simpson 4 2)c c, G,f "DTT2Z" hold-downs Z) inside and outside.1/2" dia. thru-bolt ` ,L�p between them. — / 2X 5%$ x(3112 -r— (�oJ4 STu D/ (Ass u,3); 1 s - ' - I 771 • . 2 10 ____. Iltmozr.gr "crnr•ImszAlell . . L b M . 2x 6 � • � I I , <<o(G S jC° "ol �Z -T I Gor2aGe� / p (TYP..) `� 2 o $ Voorz 5�a�D �ocsT '�� opol.10.1 ' ___........t..—.) ..._....\\_ I S)MpsoN) (� I �' ' " yuc4-s Mix -2 I I lil 1 I I s(Nc ?So r \ I --4 " HT)q 8 — 4• 11 —. SDs 3 4 r�_ ;, _ - Tim Covert P.E. g IS o ( � if.T. 'Z- P(,A-rt1l 4. Structural Engineer t� if .T. SW Skyline Blvd #221 SSTg2o Z I ( I Portland, Oregon 97221 ( i S 13 ", . II . • 4.,- ' __4--- R 0 up - p o w.J fl ET-A t t._._ : (•') E-{0 up - p ow/.l DE-EA t t✓ : (0) \ po�St� co;lins '` Dough STUDS S I M Ps o�1 ENDS o f L�c,c_ S r M Ps o n1 10�111 ( CDs OF A .._ �, ,�5T -� „ WALL___ PR►J E t,S . T�t P- STS{- « X11 wA LL. PA 1/41 E t_S . TY�'- c_ - (SES P�� ) . �' (Sc:E t' / ) .• rrz-ot\--e S d --TIz -PS ill sew \ (sew Pty). .2re . PuJ)- [ 2ND r V c.4 .. ��� _ UI!,, li, 415 .up:,.... ._,_ ,)-- ..7)- rn ei- i FA li 2xtos 1 2xtos -kW PIASIP, g -1-4 J H aM� 1,...t. ,.._.,_. \ . .----- .., N 'iL uCTu _ Tim Covert P.E. OREGON 938, Structural Engineer 1750 SW Skyline Blvd #221 1/0-21.011 Portland, Oregon 97221 tIM co■O\ S 1 4 RENEWS 12-31- ,2O(3 • t}0Lp - powt.1 DETAIL_ : (A 14-0 LO — 1)0W I.) PLAK1 : 'L• \ is Nn pout8t-e. S'TvDs Sim PSOAJ � op d4u- 1 r M S 1 (OO I WCt I�C_ PA�1 E C_S -TK P- (sEE PLAN ) . a P ��S III oFZ_ EV1 0 911 � oF- wt, .i � o x N-\ 7_____#,_ 0111 4-‘ - Y� c� t�.� ,X-D ''\-' in 1 'VA 2xcns EWA _ _ __ � = Simpson "HT 4" or "HTT "--� � Hold-Down w/ II Simpson "SSTB16L" 14 K z1I anchor bolt. 3 2 0 43/6k • lil III g 0 C r u R r5 4 PROff - Tim Covert P.E. `9381 7 Structural Engineer o 1750 SW Skyline Blvd #221 ky„.01' Portland, Oregon 97221 1.14 co ' S 1 5 RENEWS 12-31- 2013 . . ., - SPEc,tPk� /De-T,� � ( 6i- 6 e.�iD s uo) Roth_ D°�IJ DETPtLs : Ll D B -SDS3 A G 4e- Doo2 ow - 7LAtJ J - l� ti 4.t- DGYLS , s lt( LAS . _ ,. ..",„„„A Z7c.C, DOOR_ Z --� D� _ MCI _ 2 /o7� . to W( O Li— - M�. `1 - ZX� 5/s x 131(2 �- - a (c.-c o.1 q 1 1,0 P (A.554-ouo) . / - _ _r rl use, (S 6f(M • �-� (z) /(9A 2x 6 �"3l`f' '� ``SST P, H h Gds (a cc n���--� 1-3(f" _ - � „��� 5 s-r�os - 7 P I "0(G �Co ot� HOLD-DOWN NOTES : A \ A G4342.4.6-E.. / Q 1 (Tr ) a = Simpson "HDQ8-SDS3" hold-down w/ Simpson DpO2 ( I / p SSTB28 A. Bolt . ope lti, v) ' - --. I ' G p i f` Note: Do NOT substitute '2 ( I Double 2x6's for the 4x6 I I sc M ps° (nA-no,� j - , • 4<- - SPS 3 4 I _ 41 v c T U 'r r ( f r�-- = 5 4 o PROF �' _ , I frr. Zx t P(./C-rt 9 a Tim Covert P.E. /9381 ■ + . Structural Engineer "t S-�2o I . • 1 I �� _ I SAM p5o OREGON � � 1750 SW Skyline Blvd #221 s `� ( ( ( kr `�SS`�828 � < z:. Portland, Oregon 97221 • I t ‘ 1 f TAM COO (, r r (� I ` - S16 RENEWS 12-31- 2013 . Ty P 9 — M0N0 - — — °MoiJO — © — rt SfM' _ LITI*Ic. i 1 r Ti ( (Th�IG r —— __ � � - -f .F Illkt J 1 Jos \ - �' {S 01� 4y� - ? r:z. ' i4 yti� „^# :'" L Py s r j4 i 1 1J�7-`> v L'§�._ f7aa ac G r L:— 7 f ;, :::,71 4' concrete slab-on-grade "`-. r� ,Y P Y with 6x6 - 10/10 w.w.f. `` it r fir. I , s,„ �^p� �(� f r clear top of slab, ` : 4. z: SP E0 [,Y(,`co z set at 1-1/2' Y ti cc r1 over 6 mil vapor barrier ., � C( TAPE =1y over gravel fill over firm, I "X I i I 0 : , 8 a"�� original subgrade. . . tx — — — — — — — — =mot 1. ij O C.a., .� r cam' _.. i plywood one _, Eo � w� side continuously k., -.._� _t.=; ,: .r:a..4 r;1.:1, -SZ 1" 3 .:rA.: z...3,".: .�: ;S..A is '.e ,'zg? j� ie1:t:'1 s( 4 , ?i:t i -nG . : -r. r_3} ;..,... . ,,.., installed...above —1 ;4�_ • • '> and below all I: 411 .. 4._ ..,, 7 '__i its I �z j openings, typical. ..„... .,„ r w l I tr .. ... -3 r' IE:T:t: J ...... ....... ,. ll Y .. 1 l,i C: 1/2 plywood one I �; X I side continuously - l L _� 1 , installed...abovese L. A - and below all I D 7 ,,.„,i • V:2,-,' ".car I Js. J openings, typical. ) y t 4" concrete slab-on-grade 4'- �3 with 6x6 - 10/10 w.w.f. fi CI—r 3 �t1� s_ l set at 1-1/2" clear top of slab, z;• -� over gravel fill over firm _ 410 . r S..: p Z`tp / Y :_ original subgrade. J.:r �J", �.9... I Li 40creR _ '. I I ,: 1 i - / :: - - - — . ., � —��.f'�O :,3rr+Afr.._,, ,,,, i5ea..:..3:"tx ..( .Y 0 0 A 1211 ' >22 �,,, i TY1 P. die..,0 jIf co R T Y P- - S PYct e ,- PLY woo D I RENEWS 12-31- 2a(3 €r- --1 �— Laij— �^(��_l TYPE «A k S ,P oEc T-0 k L I ■ 1 I A I a I I ' A A B is viii-r w/ (cMS�3-7 L _J L _ J FIRST FLOOR SHEAR WALL PLAN : FOUNDATION PLAN : (LATERAL) SOLD — floc�rJ LocA-r(o� 5 .........„,_.„..... . . .. • . . . . _ �-T -t t,i _______. c z T -p FOOTING SCHEDULE: Capacities based on 1500 psf I( A 3'- 0" square x 12" thick 13,500 lbs. ZK( s-moos 2 l & O/C- . with (3) #4 each way at 5" clear of bottom. I &Dr aA4 e (D F- Cam#2-) P.T 2x. PL A-TE, `4/ S(S" 4 A Bo -T5. Materials: Concrete 3000 psi at 28 days ---.. 5�E� Slump (ftg) 3" to 5" �� 1 — Portland Cement C-150 • +-._.____ 5-1/2 sacks per cubic yard (2) G° Aggregates per C-33 `� \D` Top OF WALLS Water per C-94 aggregate size S -N p dC = Concrete Temperature 50-90 F -^ 4t -(. vE-z-s -- '2:._-. .- Air Entrained 5-7% 24-1d( c, ( .) X Y. Y 4.4 Note: The concrete supplier shall assume full responsibility for the mix design and the \.\.\_ overall performance of the concrete. • ab .5 • - v Rebar ASTM A615 Grade 40 c -7 ■ - •b� 1\ N r- r g- tO —2 Corner Bars Provide #4 x 24" 24" corner bars at all ���—���`jj "a (silt",4, v continuous bars at all corners and intersections. . c ....: 412"JE L.- • • 11/\ c,c4-17-.) 6Ps5E- Concrete Slab-ob-Grade: 4" concrete slab-on-grade with 6x6 - 10/10 w.w.f. set at 1-1/2" clear top of slab, over 6 mil vapor barrier over 6" minimum gravel base over firm, original subgrade. Note: Vapor barrier not required under garage. Note: The design of the foundations was performed using fc = 2500 psi. 5ct 8(1 3000 psi is required. Special Inspection is not required. IS � 4u cr UR4 G s ,`,QED PROFf ff a. Tim Covert P.E. /9381 Structural Engineer �� 1750 SW Skyline Blvd #221 Note: See Shear Wall Plans and Sheathing Schedule °RECON Portland, Oregon 97221 for Anchor Bolt spacing. ```23 011 140 covo6 S 1 8 RENEWS 12-31- 2013 5 P r ME ET-67/7— Pe—FAA( PAR._7( WALL_ SECTc o/I : 2x C. sTv0s e ( (o"v G. PAg---ry j LIVING %z"Pi-`tw000 IL!Vft4 I 1V(sJ G P-T 2x t o PLATE 543 "� x 12." (.J , ef- `` b 41( A. BOLTS / Ud' �`` -g L(S 4 Go u t�7E 5 LA-B -o.J - &rzA o e �8 0(6, w/ 6x(o - Wf(o w .w . P. • � aki- (2 #4-. G oLST _ To op (�4 LL_ ,���[f- , (Z) 4 Go a T x ,a a k x K / • r a Tbf WALL ?I '7 (A g C _ �4 AL b °°° # Lveg.-r-s/ / // 204-"o(i S @ N ..sG 4 - <� i �� LNE. to(JsLA-To4 --°41°' / , _ (VEIF ' w( =ti; _ A Rc i+I TEcT `� f - m f— f • • GooT: (z) #4 cop. 31t GL � 3 " GLQ, g K / //i / - OF go1To' l 5'' 6 << 5 n „ ' �� vGru g k (o 5 le" 5����0 PRDrfff G�;ctxE -1 2-011 ,938, `OREGON Note: See Shear Wall Plans and Sheathing Schedule for Anchor Bolt spacing. 1/4f covok\ NS 12-31-20(3 19 R ENE • SILL PLATE p� c /-� � L P�4�TY (,��LC� P AE,N (,tIALL SELTco ed : A-iza4Es ( '/¢T ; l�2 � 3yac� �-ir4— (2x ��„ G7P) P - II 1 L i GAtzAG a 1 6ARA6 E i .3 P-T_ 2x ( o pLATE B a) N U CO' 578 `14 A -g0LcS 4-& o V i . 3 �'a • U 2 O O r- GI (Z #4- Gof.ST. 76 -MP 0p (A(A( L_ W_ 0 0 F • • C O (0p0p c4 K X III a II. Q CO CO CD U U /1 I Li r ^ as cu 12 #) 4t et- LVegT-szef--(tok_. AMA' _AAA! CV !! =-'b N IG LICE.N e • a , (7...--------* „ ',// , ��• P.T S(t�L PLP�" 1 � _ � ' f � • I?/g"cpA. got✓TS ► = (Z.) -1 t"4— COOT: g e 4_8 (I.,,. g , 4.. ..., --e ,,,AK 1 ■ - / • // / /-7'/ . / - of 00-170 r( rr ‘14" 5/ 1 5 g(► 5(8 �� ct � avcf ,, � / ` �U ya r4 8 �� \�\k D PROf6 I 1� 2O ti • Tim Covert P.E. \\� _ Structural Engineer /9381 (Pr .) 1750 SW Skyline Blvd #221 I D 1< <.: ORECON Portland, Oregon 97221 (CO n .WA��> j'� ° �\ S 2 0 RENE115 12-31-20(3 . SLA 6 £ e At e C-P i 2�4 E S'TE P : SEc-n o I, 0 S( t3 ED4 E . . t/ 2x too STUDS . 1 (,f 1 o f r 2 PLyt,JooO 7 r/ P.T. 2xt: PL T6 GARA-GE I w/ s/8 "� A-Q0c_TS �r JL( , J0// S p 1+7 (,K(. —( biko (...) .L..). F. SEc A-{ZCf4. / (2)#-4- c-krr. - - - --.410.-- To P O F wilt_L I Z ° x X rL 2c X X I / /icTitp_A-6-ei _j • x X _ - b, � • I (2-) 1-4-- (°07:-1 ' tsj, s .7- 0 . . �}- n. • - r - -�- - - - --- - --I • N �, / AS SEE GRAVEL- I - / / /� #4-LvER 1rs c G� ^ J \ qt. 1 K / •.� 0.4 of (2.) #'41-- co rJT -' r0 3 C LEL�,2.. (2) #4- ciT 3„ clear• b c T�'o tl N1 (o n 1, . 1 (R% % tf e• 8 4.. 4-1) '" 4" II iLl. 4 u c r u R - Ai.l. tto�•leo 3TAL R. _13A(Z (FT 6,) e,\cc O PROFFff�e Gou j i N LIES l►JTo -n-4E. ST S WAL- V\ oc t xE pL Tim Covert P.E. ,938, -� At40 FOarlaq• ( g tr Structural Engineer ��-=-- ^.� OREGON /CV- `� r l ,` olf : 1750 SW Skyline Blvd #221 C N /) Portland, Oregon 97221 4' 'I.,`, 7/4f COVEi6 S 2 1 RENEWS 12-31-20(3 3 I SHEATHING SCHEDULE: MONTAGE BLDG #5 0 Roof Sheathing. 1/2" plywood (32/16) or APA rated sheathing (Oriented strand board (OSB) or plywood okay) 1S OCA �DoTI+J(i S�G-�p� • With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. (Edges may be unblocked for shear) (240/180) Floor Sheathing: 3/4" plywood (48/24) or APA rated sheathing J P.T. 6 7Ct'o ��� With 10d corn nails at 6" o/c all panel edges Rh Psa,J I I And 10d corn nails at 10" o/c field. (Edges may be unblocked for shear) (285/215) nGG `� a EGG `` I ' S(M PSOK-1 Exterior Walls: 1/2 plywood � p ywood (32/16) or APA rated sheathing (See Note below) u�GL `� I t G�6` S (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. o�J�) I /COLV rt r eASE- All edges must be blocked. (260/365) l O ( t� CiG� Z QF- Special Walls: 1/2"plywood (32/16) or APA rated sheathing O I f �QrL-} (Type A) With 8d corn nails at 4" o/c all panel edges I And 8d corn nails at 12" o/c field. _ All edges must be blocked. I I � (380/530) Special Walls: 1/2" plywood (32/16) or APA rated sheathing .. ' - , • (Type B) With 8d corn nails at 3" o/c all panel edges �g-� 4- L • �2� #3 C(...-c7500 • •__ Tt�'S �t'dP- And 8d corn nails at 12" o/c field. CAL L r'� ,•'> v �-S All edges must be blocked. ' ' ' ' (490/685) (i, C(1}'' t - , 1 Party Walls: (2) layers of 5/8" type-x gypsum wallboard each side. 14' 9381 '` .�:...-� Base Ply: 6d cooler nails at 9" o/c. ^ �,• Face Ply: 8d cooler nails at 7" o/c. SC. =-- ? Block ALL panel edges. (SDQ g. on ,� ._7 > �;yz2, 191 � 1 min �/M CM' 1 ( ) gypsum wallboard both sides with (3) #.4" A IBP Walls: 1/2" "' 6d cooler nails at 7" o/c at all studs , plates and blocks. r I EXPIRES. otke I'{- wAy Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 48" o/c. (` G� �/ (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Ei ��M j�2(� 12.`( I2�t Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8"dia X 12"Anchor Bolts at 32" o/c. IY Pli ?!0�( G'}�Ct� (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. E 1 S-Q, Hurricane Ties: Connect each truss or rafter to each support with (1) Simpson "H-3" or "H-2.5" tie. Note: Wall sheathing must be installed "continuously" (above and below all openings), typical. S22 _ _