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Plans /D t r `' /4 ve_ aje c2cr° 9 - c7 I FS FI fl ALLSTRUCTURE E n g i n e e r i n g LLC 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 $2009 v: 503.620.4314 • F. 503.620.4304 www.allstructure.com ( �`�ARD BUILDING DIVISION STRUCTURAL DOCUMENTS Project: • • Allstructure # 09256.00 Chang's Mongolian Grill Tenant Improvement Portland, OR September 21, 2009 TABLE OF CONTENTS: Sheet No. PROJECT INFORMATION . P1 CALCULATIONS Cl - C9 NOTES: Allstructure Engineering LLC was retained in a limited capacity for this project and is responsible only for the items described in these documents. • O PROP . V REGONAb " 10 V q N HARCfr Expires: 6 /9O/ wt PROJECT INFORMATION: Name: Chang's Mongolian Grill Location: 10900 SW 69 Ave Tigard, Oregon Code: 2007 Oregon Structural Specialty Code Scope: The attached calculations are for the removal of a portion of an existing plywood sheathed interior shear wall. The building is a single -story building with exterior walls of reinforced concrete masonry units and a plywood- sheathed roof diaphragm. There is a portion of this wall near the cooler that has been previously removed that will be rebuilt in accordance with the direction of this drawing. Walls are to be constructed in place using the existing roof blocking and diaphragm attachment. Existing diaphragm is 5/8" plywood sheathing fastened with 10d nails at 6" o.c. edges and 12 ". Connections not specifically called out shall conform to table 2304.9.1 of the ORSSC. For this project, a portion of the original construction drawings were made available. A site visit was performed and construction appears to have completed in general accordance with the construction drawings. Roof Snow: 25 psf Floor Live: n/a Wind: 94.5 MPH, Exposure B Seismic: Design Category D1 Sds: 0.72 Importance Factor: 1.00 R = 6.5 (bearing walls with structural wood shear walls) AS ALLSTRUCTURE C'H1 it; L BY DATE 1 I _ Engineering LLC �t�,;; CHKBY DATE 7140 SW Fir Loop, Suite 231 (7 /t , C i JOB No 0 % 7S - 2, 3 r) Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET P1 OF I] O O O T O O O O O I I I I -- J- - -.--q A - - o -- -. - -E� „= I i i -�1— , -I- i 1V_ i , _IL_! i i si I - - - -- — - - -- .0 ila ` pEin N • yL `, I 1- I I I. x j m N a S - � F ,,F A 1 .A z a N z y • N � r , v r` ra -- J - - E� -J ri r r - - -- D N z £ 1 m n G a i , � I i l i �i,- 0 v i t ni t A V Y I,I,I I - /' _ _\ 1 a i' 61111 a �. _ r1. r � I h C a •4 ,( �. G 1i1 .1 m sEr ;, -_1 i 9 i _ I t vs o j 1 = I I r -- �o i LIM%t F NE W E SHBAR WALL. r 'l __, I 1 I _ —,_ - _ FI 1_ le __-_ -_ ��=1 f! 1_ _ _- - y -t- - - - -- O 111 P. 1 6 C ' ■ I I ' C I 1 III 1 I it lit 1 I 111 I 1 III 111 1 I 1 111 I � I II I II • I I I III _. _, , , ` • -ter -- - - - -,1 I I I -- 11 ; I I ; 'L -11 yl - — l _ - ----- - - - - -- - -- �— _ _ I — _ _ _ _ _ f e_,IL__ - ; . - I I I I 0 ■ I 111 - _L _ 1� 11 I I I '' y I I 1 „ I 3 :I II 1 I 1 �—� II I . I 0 i' r --t, 0 41: 1 I i 1 it - g a I� a l 01 1. i I I o 1 I I r: f f I 11 I I I I I 1 . 0 I I . I I I I I 1 I I I • , - • 0 0 t\ 1 i 1 6 CI-4ANG MONGOLIAN GRILL ASSOCIATED DESIGN CONSULTANTS IMOD SW 69751 AVE. • ; TIGARD, OR 91779 ,„ space pbnnen • % N I I CONSTRICTION PLAN n x ......<ona /soo portions,. orogen 0720. (503) u. -Iola • • WILJO ° I L l.s t•APN LXP, se:Ism!(. S 0 , - 1 2 = (o S Lc.. Y.' i AGN/eAtvt. f G,0000 5 2 GJ� T= �. .L3) = a. SE1St-Atc_ WElca1+ c ? ta, T U ZooF : IS Ps F • 1H S 69S = 3c, o S z I,uA1,1. • S`1 PSF ti 1 Z x z , = Z o cc z +2i u Sooc7 Er.QutA't i 7 C.P,3 3 0.1 (o.u) ( SZcvS** I Du.- 9yS = 1v . t e ' Csee a; c .. d R-7 t...) ; QEE N Flo. ( z ;`—: w 131.3 p1 // i u Q L .4 I p ,� :`_' ■ LS to 3l • 1 \Lc; 1 -12(// II5EtSMtL C aJ ✓'ABC, D Stay/4 �( AS A L L S T R U C T U R E cNAoc- < t LL BY DATE 1� Engineering LLC CHKBY DATE 7140 SW Fir Loop, Suite 231 10B NO oq 2.Si: • JfJ Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF OF % I 1 ■ Ps 12=' E SI C �l 0e_tc„C J L St Q W4 L-C. c J (,Tt4 = -`6 L-1 w n- L_. ZS` -si -E = Z' -Ir151 t/J/ss -. S G�2- Co S Z 1 3 p4 USE t / 2_ A-PA - RA -T PL-'two r 5rk�M -714 LA.0( r�l, ■.LSL'• Z�(.Z5 ('' /2 " o/. x o vt`YL71.7 (L k PZ C. -) (p-i � \ Z�-1 ls T� += Z13 & c �5 �j +1 0p c ilk ) Z T k = £o 0 - ∎I E (Z ` ( Scn 1.10 t-kDL C)OtZ kit REr� S1l.t PLAT A'..1C- (L EX1S1"U -N 3i4`r$. ><1 e Z- v`'o/L �Lc CI Zoa 44 = t124.., C_o'Jc LE.T APPE■)C x ' t/3 1 1..-S4 - 7 �TT14G -gip J� � = Z!3 x 2.411 r /. ` / / /-l. g. \lag = '-f3s / 4 , ate. -c: Z = ‘12..0 / O[ t•1.,- • c. U �S__ ALLSTRUCTURE C) ALLSTRUCTURE BY DATE 1 E n g i n e e r i n g L L C CHI, BY DATE 7140 SW Fir Loop, Suite 231 IOB NO (2 1 7 L. D Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET C 3 OF 2007 OREGON STRUCTURAL SPECIALTY CODE WIND LOAD CALCULATION (Figure 6.2) 3- second wind speed : 94.5 MPH • Exposure: B Roof Pitch: 0 /12 Horizontal Pressure Exposure Zone & Height Adjustment Total A 14.2 1.00 14.20 psf B -7.4 1.00 -7.40 psf C 9.4 1.00 9.40 psf D -4.4 1.00 -4.40 psf Vertical Pressure Exposure Zone & Height Adjustment Total E -17.1 1.00 -17.10 psf F -9.7 1.00 -9.70 psf G -11.9 1.00 -11.90 psf • H -7.5 1.00 -7.50 psf a = 5.6 ft but not less than 3 ft 2a = 11.2 ft or 2.96 ft Building Width = 74 ft Use smaller of two to conservatively Building Length = 88 ft calculate the effective pressure 74 ft controls Building Height= 14 ft Equivalent Main Wind Force Resisting System Horizontal Wind Force Wwall = 10.1 psf equivalent MWFRS force Wroof = -4.9 psf equivalent MWFRS force Vertical Wind Force Wwroof = -12.7 psf equivalent MWFRS force LW roof = -7.8 psf equivalent MWFRS force A L L S T R U C T U R E cc s M ► 1A1 BY DATE 111_ Engineering LLC CHKBY DATE 7140 SW Fir Loop, Suite 231 JOB NO 0 `lZSZ Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET C` OF Page 1 of 2 • Anchor Calculations Anchor Designer for ACI 318 (Version 4.1.0.0) Job Name : DateTme : 9/21/2009 6:10:55 AM • Calculation Summary - ACI 318 Appendix D For Cracked Concrete Anchor ' Anchor 3/4hL- -Bolt I F1554 GR. 36 11 # of Anchors Embedment Depth (in) 'Category I � A Concrete Concrete Cracked f `F Normal weight Yes 2500.0 1.00 Condition 'Thickness (in) Suppl. Edge Reinforcement B tension and shear 12 No • Factored Loads Nua (Ib) V uax (Ib) V uay (lb) . M (Ib *ft) M (Ib'ft) . 0 0 4350 0 0 e e Mod/high seismic Apply entire shear © front row 0 0 No No individual Anchor Tension Loads N uai (Ib) 0.00 e' I e' 0.00 0.00 . Individual Anchor Shear Loads I V u m (Ib) 4350.00 1 e vx (in) e' 0.00 0.00 Tension Strengths Steel (4) = 0.75 ) I N,„(Ib) 1 N N N ua /4)N,, 19370 14527.50 0.00 0.0000 Concrete Breakout (4)= 0.70 ) N ON N N / bNcb 15865.81 11106.07 0.00 0.0000 • • CA? SZO • 0 0 CS about:blank 9/21/2009 Page 2 of 2 • Pullout (0 = 0.70 ) N pn (lb) ON N N /QyN 3796.88 2657.81 0.00 0.0000 Side -Face Blowout does not apply Shear Strengths Steel (m = 0.65 ) Vsa(Ib) oVaa (lb) V V ua /45V 11625 7556.25 4350.00 0.5757 Concrete Breakout (case 1) (m = 0.70 ) • V mVcbx(Ib) V Vuax /4)V:bx 10395.65 7276.96 0.00 0.0000 V DV V Vuay /4VV cby Vua /4)Vcb 6237.39_4366.17 4350.00 0.9963 0.9963 Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (4) = 0.70 ) cx1 edge V 4)V Vuay(lb) V uay /1 ' V cby 20791.30 14553.91 4350.00 0.2989 c edge V 1 Vthx(Ib) V uax (Ib ) V uax /VV cbx 13860.87 9702.61 0.00 0.0000 cx2 edge V 41V V uay (lb) V uay /4 >V c.by 20791.30 14553.91 4350.00 0.2989 - c edge V 41Vcbx(Ib) V uax( Ib ) V uax /47V cbx Vua /47Vth 13860.87_9702.61 0.00 0.0000 0.2989 Pryout (4) = 0.70 ) V (DV V uax( Ib ) V uax /Ol eo 31731.62 22212.13 0 0.0000 V (DV V V uay 1'1 V . V /47V 31731.62 22212.13 4350 0.1958 0.1958 interaction check T.Max(0) <= 0.2 and V.Max(1) <= 1.0 [Sec D.7.2] Interaction check: PASS Use 3/4" diameter F1554 GR. 36 L -Bolt anchor(s) with 8 in. embedment 0 Cc. about:blank 9/21/2009 E.' Y..1.ST lt- ea I. a Cowt(LE.TS f-K5V1eyl., W( 3/44 N- goc ?Sc 3Z " "1c., 1 • i \ Q I ' © O O - O O PAD FOOTING sceeDULe " d -O• *d lels. 1. 0 .O 1• D•{...w1 I — -- n'' -o • lelo ie' -d \ Ei ....___ ___.... ___ _ k Olt 5,11 Oli. I (... a .. . . e}� 1 •44.3, s a \ � ©1 I • 00..1 rl.�O __ I Q r\ Il 1. W.,,:.'. 11111 • J , - 1 S — a — - - __ __ - __ - - 'ZJ 11 I, P ! I I N I I II I � !7 > �. I . I h .•1'II In 1 d. , m III PM. It p , 1 1 1 11 I _us-. I O a � • a il ® I �a . A ° - I a - . — ;MM./Mr 0111AME _ 14 1 al t. I t,4 . , 1.411 1 ® ® ' .;lu . eowe. eve I 1 —0 + . 0 S . l 1: . V�9r NL0.l •d I 1 i [_ 1.10FIlOK 1 I ! 11 } u . anv c I I� • ❑ b ... 64. 1 Ea b i L. ■ J � j ai . I h0' li • C -- I 1 1 ,Q rim •sm . Q I ll - 1 .b O e ? e.v La , - mao w _ . 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Ow NLLwMO d.4 dal ea .w _. . - ON29 - 1 M • ` a - ' II �' - d[vN ' saw' o.aN I -q . ,ell! — • 0=10 do O I I i �Rd�- -1 °o is � I !: 0 ,:.,. � I �..i� I ,...,, ,..„, c - A - P• a' ' u• 'I �3 1i®JiL_� rii • c p• � rn I ..n ET • 1 al 1 . s r •1. l�a _E r,:= 2." -- t 4 -• - : :- ". ' min _ .t, • . - uIU rrW PM 11 �, ` Vr Il Y L a . 'GM= �dmm YAM O cAc: I • i 1 _ __ F ii _ ' w (^ F' ! wv 'u_ c, ..'. I iti LIN tii i MI .- . ai • _ • •. tamp 11 I •• Pill . i m I_ — - • - - PPM :.is vor 0 - I=Cci . . _ 1. A r mar A I' I DNIN1YdN6 'l i. jail/ - t411 - T � - �� °01 �• -- — I o _ p 1 L �_- - - ► -a • o • N N _ 4; IIIPP gi I. ' 1 avruad eo. N�f`JQ PM / f wawa Mi -r ity - v m PPM/ J . lit Oo 0 0 — 'I : °r " � D a � OF ® O ' ' ')- 'rw 70b l g dOOC•A7d nye v,g,'a dO . .Z X3 • IN 1.1.4 1.:.: ' ' ' FTG. DWL9. SHALL /HATCH 3 EQUAL PIPES IN THIS WALL TI T c SP/ES I -G' REINP. CEPRE. -AT PIPES PASS 1 I I sae AND NUMBER ' )UGN FTd A S I I FORM AS REQ LONGITUDINAL - �, I �! I CONT. KEY. ZN ��• �- - IN -1 LAN - -- ' - -_ _ SIZE ID NUMEER MO' I 1:01 -" -- , _. �- ■ i� - I: - - (I i • - 1 CON S T RUCTION J OINT • ... 2.12 T U T FIJI° x D Le% EMS ( IVAT E11TEFJOP. SLAM SHALL / I: G(MUL)I �• G I M ATERIILL JlfA7 OR 9LAD5 _ NEAT CUT TRETIOI SLOPE = JO CONT. CLEAN p OUT. STAKES L • SHOWN OY DTs f2• -- .. . WI THIIN F FTG• ' _' 3•CU 3' 0? ?ALGA. GALV. S KE YED FORM STRIP9NAl6 + De LEP'[ IN PLACE. SET DELON TOP OP rag AREA xs'• f ` INDICA N TNIS POINT SLAB. (STEEL FORM SMALL. NOT Be USED NOTE: FOOTINGS POURED AGAINST LAP OF THE STEPPED FTG• AS A SCREED . ;�CO AS STRUCTURAL ENGIINNEEER. APPROVAL CONTROL JOINT E STEPPED PEG. (WHERE CONTINUOUS POUR, IS useD) DICULAR O FOOTINGS AGAINST EARTH ® STEPPED FOOTING ® SLAB ON GRADE O ON G DEER SLAG H „L: , 2.1.• LINTEL REINP• OPEN END D N[d'�lI IAGC9 DReAR 9HELL.d DLOCJI AM PSON A3 FRAME Cur AT JOINT. FILL WI 2• t5 AT OPN LESS THAN 6 AT IYTER9eCTIYG PACE do • •sIA4 N mil POLYSULPHIDESEAIANT 2.1 AT OPNG• 5'•O' TO N:71. . .. WFOILFLOW _ EACH S IDE 2-17 AT OPHE MORE THAN 1 --, - WHERE EXTENSION IB F�-�?" ;pie L�m�o ilr_ %Ili ISC . DOLT I•BG IMPQ991DLC. EIRE !�• ���� %: %i �° AS RAP AS PDSS �j i �. ) 2 N BLKG. h �� ' • HOOK , TTPICAL . i� // 1•f5 I P = d R O PEN END P . i �•� O�aL M%. i _ �� " _. -_ r A� . a C 1 a . ��1 OPEN END �� ___I Afr ...4 �.. +..,. / � A r4 I � BIpCR i � / i 2 • URE II KEY RDLD I ia_i T A' �/ ru! PLAN FS01, TREATED D•R �1�'' III f5 EAR- slu• w /A'6••I2' SOEDMENT STOP HORI JOINT FULL. DE COR OA INTERSECTION © A•aed -o' Z HEIGHT gig I S• REINP• AS SHOWN PLAN i ��• r i� 2 • R ED ARS AT HEAD G. 41 SEE WALL BLEU. • '' • l'DRYPAO I ( NOTES DOWELS TO MATCH I /,:� q11 8• L PROVIDE JOINTS AT INTERVALS NOT EXTEND JAMS EM 4 WD bias. TYP. ' /.' /. .LI -EG FULL HEIGHT AT , TO EXCEED 30 PT. FULL HEIGHT OF NW. WHEN WIDTH END OF WALLS *MULE TROWELED 9YRFACe IS 2. B e a I O O Y a M I UOUS PIN JOINT- OINT- �NING IS KM THAN 4'_O • - D JAMS SILL O LeVeL (( ATAYL IN 4-O')) ����EVATION NP WT! DRYPAC IS NOT REQUIRED. • k O CONCRETE BLOCK: L6).[yMIL. • TIONS -_ D N/ LL FRAMiNG CONTROL JOINT W •PENINGS CO T J J> 111.10 621 SHEATHING Jd- 2, SOUP MK(3 '• DLE JOIST OR RAFTER _�Ir ll�� SHEATHED WALL SCHEDULE su pPCLLT 8 2, 7 ERA /,.I��i -`� > D LUKK T! NESS me IwL SILL DOLTS cp. POST J019T8 ��-�� 6 -O• _ i A II II II, ' ' d N - 2' W - I . I I 2• 9TL1D8L°16' ( Q f2 10 e4 _ x:12382$ acq JOISTS' I M . • OBAC:K • z, ll I © h- I'ORYMaL \ illia A /I�� G ,d�DRL4 VI �lO I FIR PLOW. 0 " , OPENING I B . CW. JOIST 10..._.... EI' S -•' ) r DOWN ANCHOR , • 4•G A W/ - SPLICE SILL DOLT •6EE G0l6D- l . WHERE OO FLAN 4/ • SECTION 0 USE d e '' R- 12 WALL EIEVAT1ON8 - 0 7 Ip EDGE EMU (E.IL) AT All EDGES OP ALL PLYWOOD - 2.4 CONL w/ SHEETS - GEE SOIEDUL.E• .. 6 JOISTS OR RAFTER Se: .D. N4L0' _-a. ©F IELD IIA UHG'(E 121, NAILS °AME SIZE AS EDGE NAILS O9 WK EDGE D19TAK2 FOP. NAILS SHALL BE %. AN A9d31-1 ® FACE GRAIN MAY ea HORRONTAL OR VERTICAL. CONN. AT MASONRY© SEE PLAN POR LOCATION OP PLYWOOD SNP,ILTHINd • OR CONC. WALL # 15 OPENIN• IN HORIZONTAL )R SUSPENDED CEILING I¢ PLYWOOD SHEATHING - WALLS WOOD F MING HOOD I. RARING ES. I BALL LL DOUGLAS LAS 1 GRADE, Nl p„iiM , E LA win NGrED. IT • SMALL Be DDOUGLAS PI n GRADE, O4 SILOS GRADS E F- r• N 4, OT MALL U MAILED, F TED AND DELTIC AND C. 2 GRAD! LARGER PIECES. HALOS MEMOIR 1 ... • 1. . VERIFY S ALL DI ANSIDRS AND CONDITIONS AT TML 55 I. ' L TNT AMC SP[CIPICATI OR TM DESIGN, LLL nYYD00 - • =�• :B.OL_ WITH BALL N! USED YMOICrlI UFLICASLS. WLLSS PAa1CATIGN AND ION Or STSU - FOR BUILDING STANDARD PS I.7 n PLTWSMO NAILS S •••,. ••. - •. GER AS ON THE LS DRAWINGS. SHALL �• ,, DNN I HIS! 5, • LLNGTMS AT MQYAL TO 1/2 LENGTH ATn1ALf SHALL L1 COVOBN TO TM NlWI4lMIMTS OF 111! (LATEST NTUH OM TOM SLOYI' US PLYWOOD T MESS. T. 7. ALL STRL OT 1. • SHALL B! 1/ GER • TM BOLT SISL. I. TRIM TRIM SHALL OE AMMO TO DAY! WLCSf OTM4MI lE PIP YNLni OMLMI CN NOTED. TO RETIGMTCN ALL NUTS PRIOR 1. F 1'. AO SEE L SHALL S SHALL TO POMU DESIGNATION A-S1 , GAD[ 4. STAMM° CUT MASKERS SMALL BE USER Don MOLT MAIM AND NUT! SP ICTS CAT TM I, E BR SAMT TO W TM =mum M. OLT S TCUS SHALL AITK A- TO A ALA MIA a A-STI. AGAINST WOW. YS! SLAVE PLATE a NALLEABLS IRON ASMS! Fa S MG N NID U UOUGMT TO TML NIT. 4. ALL DOLTS NULL CONFORM CONFORM TO UTN A•70P, same 'A' =EMT Y ALL MOLT! 0ISIGN® TO ACT IN TRAGIC. see TRANINGS Pm LOG- 1. STIYCMAI LIDIKEER SMOTE PROCEEDING MITM UT NOTED. - S. TM STRUCTURAL ATOLL P STILL FABRICATOR FABRICATOR H ALL CI FURNISH ICAO ON. MEAT PLAT! =swot SI =SS SMALL U AS FOLLOWS: Or AL L !TILL FOR IL SIALLT f 11 N. LAMER ERDIIAMETER THE S/! IN. MOLT I -1 /! 1 1 -1 /5 L 1/4 4. - S. MOLT A LLSf IN FTSOL SHALL LT l /lA II. LAIGD DIAMETER Y S/4 IN. MOLT 1 L 3 L l/4 • • NLLIALCIS! L SOLT SUED. 7/5 IN. MOLT S -1 /5 T S -1 /S T S /5/111 1 COMMIT= 7TIENGTM CI'L) Or CONCALTC AT 78 DAYS 7. ALL A RPLEL SUMACH SUMACH TILT NG FINISH, IN CONCRETE l IN. SOLT . • . • • . . . • • L L L L S/T • a ASOET a AU ENCASED BI !WILDING FIMIl, LMLLL U LSR S. ALL SILLS= PLATE! LISTING ON CO a HAMMY SMALL U IL AT TESTED L AND TALL CDIraN TO - IT.T.M. 1•Lo, ALLA W ELDS menus! TREATED DOUGLAS FIR. MOLTS SHALL S! PLACID S IN. IMAM WIC I !MALL COIMORN MIfC NOTED. TO A. S. r.N. C -11• AlIMPI 1. WIILDING (AS! 5I 5 OF TM NAILO- Fla TM END OF A PLATS. a FR= • 330T01 aEATU MAN 1/1 TM 5 ARNA\ II[L INS SOCIET ND . NINTH DP • PLATE. A SPACED AT INTERVALS MOTW. :TIC Ir R 0IONS. POW JOIMYS MUST IC ArROVCD El TM {. DD NOT Nate. JOINTS. a Um,. OITAIN mammas' :T 1011 a LLMCRETE ILO= KASONST APRNVAL FOR YT POLLS 01 KETCHES NOT DETAILED. HOLES TI.OUGM !ILLS. PLATS, !Ta! AM MALI PLATES IN INTUIIOL, UNIDO {. /GM STRYCTUAL LOXaITE IM SLEEVES, so SHALL HOT I. CONCRETE BLOEX SMALL COMM TO A.I.T,H. C•S0, GRADS A WITS. (515 AND MEAL HALLS SMALL NOT MEW 1/1 THE PLATE WIDTH. a! BORED LLCM. PC TTR, FATTENS AND JOINT DETAILS). MOLES LOCATED IN THE CENTER OP TM STIR OR PLATE. T O U C FOR NOULDO, PAD FOR OCATNP O AL1Pf I. PORTLAND C AD CEMENT SMALL Il AS SPECIFIED FOR CONCRETE. 7. NAILED CONNECTIONS SMALL CNAPOIN TO TIN 11N11WN NAILING UM- TO U CAST IN CaERlT {. ANG FOR LOCATI OF ALCM 1. ORIGAI! TALL CEIPOSM TO A.S.T.!. C -IAN MORTAR/ MD A.S.T.M. DULL MELON, EXCEPT AS OTHERWISE NOTED. ALL NAILS SHALL U CON10N f. C -40A (GROUT). AIRS NAILS. MEAT DRIVING OP NAILS CAUSE SPLITTING, IOUS Pa 7• • 4. NASTY SMALL Y 1100 PSI AT I1 OATS: • TM MALL ALL S! SUS- DSILND. COMCRCTC A110 MAIONATl 1 PUT POITLANG CRIIUT JOISTS 01 LARDS TO SIDE OF • STUD!: GALL CONFORM TO TM RCPIIt[MUT6 OP AlTN MATS • PARTS IMP I IN JOISTS a Lns'. ,. 7 ■ 110 MILS 1/4 MIN. TO I/5 MAO. PUT NTDEATID LIKE a UM PUTTY. Pa eA.AOA Wm. • M. IN DEPTH OP JOIST 1 - MO NAILS 5. ORO= SHALL BE 5000 RI AT 11 OAT!: JOISTS OR RAPTD! AT ALL BEARINGS, 7 la NAILS 0. I PART PNS TLAND COME T NAILS, UM SIDS . 1 SENDS SMALL 1[ MAO! COLD. , I PUTS SANG STIOS TO BORINGS -- TOE NAILS, EACH SIDS . 5 - 100 NAILS • 5 FAITS PEA G CS GRAVEL SLOIMG UM!! JOISTS a RAFTERS INGS AND WALLS AS TO VEt SHALL BL PMT SAM MATER SUFFICIENT TO ALLOY GROUT TO FLOW INTO ALL JOINTS. TO JOIST CO RARER\. Tog AILS LAC. SIDE. I -IMO NAIL! • 1C INCA a MAUI AS iM VERTICAL RT INFaCING A. CELLS SMALL Y IN VERTICAL AUGMENT TO ROVID! A AMIN= IROBSTYCT- EACH M D • • • • • . . .S . ED Ca! OP 1 S 7•. COOLS PION FOOTINGS SMALL W SET TO AL,G MITM TO JOIST a urns BEARINGS, 1 - l00 AIL! ' CORES CONTAINING IEIHPOOCING. TAM SIDE • ARCED AS THEN M olD! .AT10N CAN U NADB 7. ALL CELLS CONTAINING RTINFDRCIH, ANCIDES a INSERTS TALL IC FILLED CROSSUIDGING BEM! JOISTS a RAFTERS 2 - MO NAILS RAC! Ix {RCS EON I! wag. SOLID HIM GROUT. TOE NAILS. MEN CID • I. COCA!?! SWFAAS SINAI. e[ CLWILD OP ALL LAITAMC! rams TO SITIW MIRINOSNIM 0LOCUM 2 - 100 AILS LLOCTS. WHIMS TO STUDS - OM INCH RIBBONS - ID AILS TARO INCA LIMNS 5 - 160 AILS S. °E[ ARCM. =MUMS Pa TP TlR OF UNIT {. LAYING MERAND TTM A JOUR DOME TOP PLATER CHIN. 4 FENT LAP) • OlTAlli. , LOWER PLATE TO TOP OF STUDS I - in All! YPP! PLAT! TO LOWER FLATS • MO AT 16 O.C. AT EA..SID[ 01.411! 4 FT.MIN. LAP . r- S. IMO NAILS • MILTIru STUDS, STAGGER Fa WIDTHS OP MOL TOWS I 4 D MGM' O.C. . - - ' - - - - - ) 1 4 - - . A N T . F 0 3 SCR. - : :_ :_5 - ET R: =Y:I=C • _ J I A R D I .O RECaDI�_'_' ow .- --= - -' :.�„ -...- • -. - -; • .- • -.- 0 •4X.3 • -