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14650 SW 97TH AVENUE-7 7 � ' :1 r,y FASTENING SCHEDULE FLOOR; ROOF: ROOFING .... ..... PABCO "°PREM!ER" 25 YLAR WALLS: 2 x 8 FLOOR JOIST--TO' RIM MIN. OF 4- 10d x 3" BOX NAILS (SENCi) KC27) OR ECUAL ARCHITECTURAL COMPOSITION OVEP TWO LAYERS NON-PERF. 150 FELT PLATF-TO-STUD MIN. OF 2- 10d x 3" BOX NAILS (SENCO KC27) OR EQUAL CLASS "A" BOTTOM BOE' ZD-TO-JOIST 16 GA. x 3/8" WIDE CROWN STAPLES 0 '2" MAX. EDGLS ONLY APPLIED SHINGLE FASHION -HIGH WIND APPLICATION- VW TACKBOARD- TO-STUD ® INTERIOR SENCO P15 STAPLES do GLUE FLOOR DECKING-TO-2x 101ST 11 1/2" GA. x 2 3/8" RING SHANK ® 6" EDGE, 10' IN FIELD. NOTE:MOP TAR UNDER SHINGLES FROM EA,; (SENCO GE-24). USE CONSTRUCTION ADHESIVE (AFG01' ON JOISTS UP 2'-0" TOWARDS RIDGE, TYPICAL SHEETROCK--TO-STUD 0 INTERIOR X113 GA. x 1 518" SHEETROCK SCREWS AT 16" oc EDGE 0 BOTH SIDEWALLS ND CONSTRUCTION ADHESIVE IN FIELD. ECO ; 1 SHEATHING. ........ .7/16" OSB (24/16) •••• OOTTOM PLATE--TO-FLOOR 10d x 3" BOX NAILS 0 16" (SENCO KC27) OR EQUAL RIM-TO-RAFTERS MIN. OF 5-- 10d x 3" BOX NAILS (SENCO KC27) OR EQUAL • (2- TOP RIM TO RAFTER, 3- MICRO RIM TO RAFTER) FRAMING. ... . ....... .2 � 10 DF #2 RAFTERS @ 24" oc •�••• •SHEErRL1Clt-' rO-STUD 0 EXTERIOR 6d COATED NAILS 0 7" oc EDGE, AND 7" oc FIELD ROOF RIM-TO-TOP PLAT 10d x 3" BOX NAILS 0 8" cc. (SENCO KC27) OR EQUAL RIDGEBEAM. ..°°°°,, .1 1/2" x 2.4" MICROLLAM rrrrr' DURAT4P•--TO-STUD ® SIDEWALL .105 x 2 I/2" GALV BOX NAILS 0 6" EDGE, 12" IN FIELD LEDGER--TO-RIDGEBEAM 10d x 3" BOX NAILS 0 3" oc do 3 0 BUTT JOINTS (SENCO KC27) OR EQUAL • ••••> I LEDGERS. ............2 x 4 TAPER CUT •• •. - RAFTER'-TO-RIDGEBEAM 4- 10d x 3" BOX NAILS SENCO KC27 OR EQUAL •60• •'�DURATEMP•-TO-STUD O EN,7WALL SEE ENOWALL FASTENING NOTES ON ELEVATIONS. ( ) • • SHEATHING-TO-ROOF MEMBERS 16 GA, x 1 3/4" STAPLES 0 6" EDGE, 12" IN FIELD (SENCO N19) RII,IS. ............... .w x 6 MICROLLAM VEN T •��•� THREETL10 CORNER CONNECTION 10d x 3" BOX NAILS ® 12" (SENCO KC27) OR EQUAL NOTE: SHEATHING TO BE INSTALLED PERPENDICULAR TO THE RAFTERS. / 2 x 4 VENT RIM ABOVE •' ••"" OFFSET SHEATHING 4 ft. BLOCK EDGES OF ANY PIECES LESS THAN 24" INSULATION. .........R-30 •errr• • .'`:" �• .•' MARRIAGE LiNE Q)NNECTION- NOTE: ALL MAP JAGE LINES (DEFINED AS THE SPACE BETWEEN ADJOINING CEILING. ............ .SUSPENDED T-BAR (PER UBC STD 25-2) MODULES) MUST BE INSULATED ® THE ROOF, FLOOR -4 WALLS ON SITE. RIDGEBEAMS 1/2" BOLTS w/ 1 1/2* DIA. WASHERS 0 3'- 0" oc AND 6" FROM EACH END VENTING .°°.°°°.°.. .CONTINUOUS EAVE AND RIDGE (MINIMUM 2' EDGE DISTANCE) RIM JOISTS 1/2" BOLTS w./ 1 1/2" DIA. WASHERS ® 5'— 4" oc AND 6" FROM EACH END WALLS; (MINIMUM 2 EDGE DISTANCE) SIDING ............. .5/8" DURATEMP vi/ GROOVES 0 8" ac. SHEATHING. ....... .5/8" TYPE "X" GYPLAP R FASCIA, .......... . 1 x 6 CLEAR CEDAR V A TRIM. ............... .1 x 4 CLEAR CEDAR 0 CORNERS/WINDOWS/ MOD 114E 4 6 NOTE: 2" x 2" GALV. FLASHING APPLIED OVER 4 4 SIDING do UNDER CORNER BOARDS FRAMING ........... .EXT: 2 x 6 D.F. #3 or "STUD" or BFTTER STUDS O 16" oc 12 INT: 2 r 4 D.F. STUDS ® 16" or 24" or.. SU26 HANGERS AT ALL RAFTERS 2 TOP PLATE. ........ .2 x 6 CONTINUOUS MICROLLAM OVER SIDEWALL OPENINGS WITH 6- 10d x 1 1/2" BOX NAILS INTO C-' - - BOTTOM PLATE......2 x 6 D.F. o MICROLLAM ROOF RI r` I ( r 3 INSULATION. .. EXT: R-19 �RIDGEBEnM BRACING INT: R-11 POCKWOOL ® CROSS'WALL TO 8'-0" --`� SEE DEVIL 5 INTERIOR FINISH.....1/2" vlNYLWRAP TACKBOARD OVER 5/8" "YPE "X" SHEETROCK SKIRTING. ........... .SHIP LOOSE: (16� PIECES OF 112 PT PAINTED TO ATH SIDING, 12 VENTS ROOF RIM/CAULK ANC (4) CORNERS. M { TOP !-LATE -- FLAME SPREAD IIS 25 OR LESS i COVERING. ...........ON ;I If BY OTHERS a; DECKING ........... .3/4" 1 & G COMPLY GLUED AND NAILED 1 F - ONE DRY CUP PERM VAPOR CAULK = BARRIER ON THE WARM SIDE, FRAMING. ........... .2 x 8 r1 02 JOISTS 0 16" oc AROUND z TYPICAL THRU-WT BUILDING. WINDOWS-/ - w RIMS. ............... .2 x8 ,;;:ITINUOUS MICROLLAM iI0 4 U 11 o JOIST HANGERS. ... .AT ALL .' ;STS co iD I co CAULK FLOOR INSULATION. ........ .R-25 TO CEILING O WALL CORNERS BOTTOM COVER ... .CLASS "A CAUIXFLOOR I FLOOR RIM/ 4 4 BOTTOM PLATE m T T _ MIUSPAN 1/2" SPACE MIDSPAN SUPPORT' SUPPORT REQUIRED RFQUIRED fs -11" 6 —1i" 6'-11" 13'-10" _25ECTION 1n 1,12" - 1'- 0„ m p i 1 C.OI"YRIGMT?W I,efL ZU,IFI[�tJ:�iTR1G9.INC. ■ MODULAR C LA55 ROC)M for:: T sUL TI'915 MATIMIAL 19 T►1e I5fC�1191W y Irsuc Date: N K IRD1/STRIt�. II�c. AND sww. ■/ „ � 28 x G4 TIGARD'-TUALA TIN SC.'.HOOL DISTRICT DRAwN �aor I;�a�oa�cxa, uem oR ol�xalsr.D Twlzn7m�Cr OL swou9m��s �r�AUrtK*=Dy . WA GOLD WIILIAM`'� 5CCIT5WND�T�:J08 NO ti II llif!I ! II I1I�1!11 li I,:,nIIIj'IIII'IIiI 11 I U 1111 !III I!i 1i11 ;INUI II r , L�`O l �� f I 1, I ! 11 t 11111 : Inti it 11� lif}litl` I1 ;II lI1fI11 p 11 I) i f It ! 1 +l �T I o nm.I cm I O ! f !Z f 3 14 I g l µ IB 17 119 20 21 22 23 2�4 2�5 26 27 219 2f7 30 pp x ''•`ray `wi '�' S ,4?�P:.��I'A��-�,,.:F�f,�tl �, ,3 -s• ��'; � f i 1 4 u v” 21 g y, r ,.� „� :.P , ,' '. ;; ,;. .-. v.• ' .• TRT!'. r .. I , �A ;'r,++ r. .*.+,�,-;^a `•�-e-,...:-we;..,�:.-a-. .,,�.�.;+•.�x,?n.._a,,.T?„e�r•,,,�,.,,u._. w,R,r-., _ ., •, . . ,,-w.. �-+r•z-e'_-Tr-;.,— ;� _ .. •. i r w r i I �w eac. f 1Li i I •»O b I SIDEWALL FASTENING (Wall "C") • '••»•• : ADD BLOCKING AT WINDOW HEADER •» AND SILLS. •• I •• - 'INSTALL 1 1/2" x 30 GA, x 16"3 jt •»••' STRAPS AT EACH CORNER WITH • r I FOUR 16 GA. WIDE CROWN STAPLES •r••!e F AT EACH END OF EACH STRAP. • s fees —TIE 4- . •» • • I "Z" LASHING ---------------------------------------------------------------- -------------------_ .------------------- ------------------------------------- -------- -- --------------- 6Ui !;)M OF FL MR JOISTS 51 DEWALL ELEVATION WAIL „C„ � 1/4" 1- 0" Z � I FL Or?R I INE -------------------------- ----- ----------- _ _--------------------•----------------------____ --_--- •------------ GROUII(1 LINE 51 DEWrAL.L ELEVATION WALL_ "A" 1/4" _= 1 0" A won ENDWALL FASTENING ' 7 1. INSTALL 5/8" DURATEMP SIDING ® WITH ALL Ell SUPPORTED over I 5/8" T4,PE "X'• CYPLAP AND — FASTEN HATH M' x 2 1/2" GALV. NAILS 0 4" EDGE, 8" W FIELD ■®�!�® AND DOUBLE ','OW 0 4" oc TO Ell JOIST. 2. ST2215 STRA 'S WHERE SHOWN w; OMEN 10d x 1 /2" NAILS EACH END OF EACH STRAP. ----------------------- _,.-------------'---------------------------- --1'AG LOCATION TAC LOCATION f � _ EN DWALL ELEVATION EN DWALL. ELEVATION I D �:_.... WALL i /4 1' 0" WALL "2 /4" 1 0" 2 002 iUAY.U ? 1''1 c�1e,f>:?1T zoo,, o�zeR IND119TR,tTSi INC. � MODULAR D C LASS RC74 M for: Tru: LUVA711)N5 !►,T TM15 MCRIAl.19 TV1C OfCLU91V�1T.LXtFtTY Imve Dile: rJ6 28 x 64 TIC�ARD TUALA TLY SCHOOL DISTRICT DRAWL, o 100 OF B Axae,NDU9TP", INC AND 5MALL ■l4q WT BE . Ill M DI9(:l[�Fp "• TO OT"M rXC!'PT A9 ALjT1N,'.!'!'l 13Y TNe Will DATIE: 03 0� ' DATE WWTMN KKM*NON OF flip INDU!lTRIM, � r.o. sox 489 w ►vn.I.E OR 9712-5-0489 'WA GOLD A WILLIAM5 5CO15MAN JOB WT0332 � J . .:.•::� • f'., J.':�f1iNi�•4K:f..J.` '. -.�•.:.rid, . - .... '..11Y,iY... .IY"__ .Mr.._.4wr�wWYi.w-W.-.. .....-,.... _ .+--. .w. .--.- -.. _ ..-.rsW�_-,..... ........ ..-_..,-...�._.....-.. � .... ,.... a .. ..._ � -.,.,: ..r,. .. �.; Y '-,a,..r,• '.•, •. �" .. `R'w'+" w.uM" v::•»:�r(Gf"PftM•'�MW �,, f,.'. '.' �!["qr•M1l11�Rry...w,».�r-W�ps11Y•tW�'+�trrtv*wrlta'of.�M'�•�r�l'a114.�YlMftW��C�vMY ' �±li'^!1M•�44ti11�..M4M.i:+R'/6',N:_C4.Ki:i:t.�•5•:M2[n91.!»1Ml'-..P:1•}14�, n";f.�,���'� .' . r � M1` � .�� - '' C(Tl��,�ljflf.ln,,iiiil L!lilii! ii����i!Il,fll IIII 111: 1;11'1!1111!1 'III !I�; Itll till I I � II I.; f ,, I I I � ! I t It I ;ill II ltil'li� II1 IIII Illi 1!11 flll I ! Illi JII IIII !III Ilil III It 11111111i II 1 1 1� It . . I) ! � 111 III1 + r, IgorlpM b 10 t I 1'2 13 14 I 18 I� Iq 10 20 21 $2 • "'wild i I aye • ,:, Jn f r . Owk w Y - 411 low G wig a' �:5 r 1l t • ip •i•Y n • • 6.66•• 2 x 4 FLUORESCENT —SUPPLY AIR 0 060: 00•• L 6604•• TROFFER 000, • 6066•• •• s • � I •• •` 6606• •�.•• 6666 • s• • ♦ • • • • 6666 ••0•• • • • • Y�Y Y t•0• 0 ••• 6666•• SUSPENDED CEILING GRID KEfLEC TED CEI LI NG 1 /8', 1' 0" MECHANCAI_ NOTE-.- 1. OTE:1, SEAL TRANSVERSE JOINTS IN ACCORCANCE w/ RS-18. 2. USE ISOLATION SLEF"S AT SUPPLY LINE CONNECTIONS TO PLENUMS. 3. 8" or 10" DIFFUSERS w/ MANUAL DAMPERS. TYPICAL AS NOTED ON PLAN. 4. ELECTRIC RESISTANCE HEAT NOT ALLOWED WIAEN HEAT PUMPS ARE INSTALLED. F'',.•� 2112 TON 10 kw I.. i HEAT PUMP w/ CCMMERC'AL ROOM C VENTILATOR ; ' 1285 Orr, MAX 2..,1 tU TYP OF 2 C`c4 12 10 10 12 ?: s; SUPPLY AIR PLENUM #PWSG16 — t0 10 SUPPLY AIR ,�. 7 , f3 8 PLENUM NPWS01 ' 0 10, I 9 I ,,.I:" MECHANICAL PLAN M 1/8. - 1,- p" Off. -01 R�A1(?V� ii ..w COPMGMT 2001. 5t)v"R INDl ME3, INC. 1�,.lJ'1��1`i�..J 0 M for: TITLE: REr CLG .._ 7"M MATCP,AL is Illf CxC-!1INVC rRorCR'Y A MODUTARj -2t, 0.000q. _ . W �,rg, t ICL W'■ TI GAR.D-TUA LA TIN SCHOOL DISTRICT` � DRAWN BV: K.L(. N(3T DI' Il'n1�711C,PP) L13Et), x DATE: )3_%_01 S TO O?MC"t�IICM A5 AUTMC XI-,D By THr �� n+ st' s.Fnc, 7 BLAI ><INDIn,TRII'3. Wr1 GOAD 1h1lLIAMS SCOTSMAN .LOB NO: 3 ' V W lT1CN PC7lgtiA!!i'4l>wl 1^: P.O.. BOX 489 w AUMSVILLE, OR 47325-0484 I U V J i z ,...� ,. „,,,,;>,;M1..r.•r+e:r!r•+r�r,,,,.-.,. _. 000: 0. --,..,,.;�,6 WIN LlE4MSi�tTY 117, ��RIP l1 - , � 01 10 11 Il11 14 20 21 22 93 :I 1191'114ill 2H I3Iis I� 2„I57 I G L2II I8I nt l 121 i8, I I� 3!t. 0rpr w�a= ww.••�wrw.a.raw.,.,— 17 �E y. e P S ah 'Y,wiz., . ... .� ..�.:••,• w'.Ah, � ,... ..� S44r.:1,r 4.T 4a0{�JIYd..h'1U1 V"i0"9�^+^'t�4r'••6h IRL . r { Izl ¢•NI EI(Si 6 FF r" Ida FF-e4 gxs r•ik ?if e 7 5 (77 FF'U. Fu fes. y i _o =_6 , V ' tP pV 1 L ri "� -_-_ rw______ -� �,1f;i-�� t..ca Iv-9 1 S�eR�GE i ----- ---9'—�Z ---- �t%��1. Fflsr`b._LlI!� _-q,- ,rZ_ -�I Ns•*+�etix f-��-- � ACA .fi,,.cr G.11 nt.•d•IlK 1 rl PLP-i-I�TwW4aMS r P• t 2I a n I 1 ���-� P1 o MekK C ----- W to SAN,., N! j , n � R LF« .�. ti i - i- A iI -- - - - - - -__ _ F. , 4% I � q •o - � � ! � � I ' � k �-a a — ------_.—_R=io n•, 1 __ - � I � _ `_ �, ' — __--.-1 I 1 I �► - z --I• !- ----� - -- t Oct" 1 - n Est us �- ►xw�, TOL VIA' -- �- L IN16 RF�at Bh t.,4 �� - rl X17 �t ---� a • _ L•3�f K�.'e ff sE -- -- i.a F-11rctra FF. F CLa L_ �.�— iy F-4. 6. " r+ �4E 1' �' I E10 � etJ e A__Lt$L'.�-U--,F- C-1--b I D 5 t2 __ /� .� [ S t`s. F �.� Ccs o 'T T N k<p AF sr A o w 5 A r' _ Ff a is-AW�� gIr_f ._._9i• 9it irk EKSr t l+fir a- (IO B► �R_Pitit'_41�E�•�t� E� Ct.�--����,r�rlc �,n S C-32 � 4 1(t LS C: i�i_i��r,I !: 12 t_f i� E 1-E-C,,rt tLG r � f pTOP.noAo F14 i GI LS F -17 Lo �Eil LezVt�- 1 �L L L_ � 1_�L�—_3P � R€�_ — �_�_ --- — — �-- TAS.• DA� Ifj`�rP� "'Ir -It ii 1� l. CIR PtPh+4 RtF%1 CrEG^Cc.dr_ru_ *� _N�_4 _P��,rs A•b c C� tRLS_ �- 7 air,t,� Ftp_ 14 to • CITY OF,APIXWW ,T��..... For only 1`9 work �— ___ li_ _.— >Zt 21 MIT No. gee Letter to:Fc"­ t 3 A D fast ,b / JAA • ° • •r• NIH � . _____ , nl1. � t r Er � a 1; ^ ..' — . . ��f��1 __M_;lr i c S 1dMd` • •• ••••••c • •� __._.. ••°••• �,�n��74 , •••,• to .,,. �� k4 �p Ir+K��� S ,.,,r (.1 �• •••••.ee M i.ADa Nem .�e d_ •...( � .. i1t� - --�j,, • . Y •••••• ••••••t, �� REVISION" "" _ SPRINKLERS NDES.,��;R�IcP`TIIO�N:: 5 PR,r�Ll-fin p►J0.y t_--- e o fA t s N`r. �- �� -- / ^L L_ 11c W._Rs1__ Cif u M �e 7 lal A 5 1 s,-_&t A63 �_- _ _ PL _�_u ft _��_SC_-. �� _ W Q ei` r1 ,�t._ : , %4 L,, �� - -or-tie 1-180,12 S�nr Re•N l - - a N t G o • S (CTEA�pEC�GN DATA: - -_--- -- _ -- — DRAWN 8Y: b Lt R.et1t ,G�+1e t Bmf _- -- I I�I fe RE 3. ��,'' '' rS e W _ �t E` 1`£ rte —M !_ ... .1�.� L�.g___ �� 4�I'�� I DATE:- J a �" ! Ron.. ro�A �_— 3 PROTECTION INC FILE: 4 -A 3 DRAVANG 1 FrirVlINptO _. _- IMPORTANT - �— __�. _ ____ =.�. —_ I61% OR DIRK' 212 L IN I.00AL'TFS SSJBJECT TO FRFE70413 CLACKW IAB, OR 1100 CONC11",t<'N IT IS THE OWNER'S RESPONSIBILITIES f0 PROVIDE —.— _.__ __ vo" ("13) `I0-3i� `• 1'ELL1'Yu �I W �l�)t T s A11" FEAT THRLIOUT INET PIPE SARINKIER S"YSTEhI AREAS AND IN _ _ _ ._ + FAX (IW3) &W 29W � I N ,r, S _. __.__- -.. ._ —__—,___ — ENCLOSURES FOR DRY PIPE, DELUGE. AND OT"ER TYPES OF _1 _. _. __ _. OR Cil a 11la " OF L VALVES CONTROU.M WAIW SUPPLIES TO SPRINKLER SYSTEMS _._ e f OTAL THIS SHEET � Z 4 i , 1-1ill to Illll. 1. i t N hili. 11 i 1 11 3. t'"fi tii}11?TyI e i9 1 Li (iI�T1l STRIP .` cm �� 3 � ,� I ! I 1 {1 010pm t' I, I t , I I� 1:! I�,��� f �~ 1 P I �'� 1 1 �tf- tti doom. �m f0 11 ISI 13 14 IQ 17 .8 fg 20 41 22 ?-3 24 �^t 20 27 A�. 'ST J - i.:.,... :.tie' � � � 'm4P •� .� �` '4�` A �t :i. d I N�JN" t�,)Z1�" I r; r` I �. k aa•.,, oaf 25X a + ? 44k - _ .. .-.. a,... .:.dr.r. _. .ter—�•i'�-x'��_. ..,-. ,...�..._ _ _. _.. - ... ,,... .. _ r• ,, •,. .bat ,.adu,rj` ,,nuwyr..,...u...aL.c,l:w,J•:,w1s..er„i'aw. .. .-„ - , _ . ,: ,,.,.,: ,.• w`�letf�4yunt�,.''.:u�µ.aJ�c a,.l.,:,.:, a.,r' '°u;a.:. i .,.>�.. ,, .. . -,.: r -..: ':� ,:;' ' .' rf,�pyrkn d.FtM ri�'M.:wIyS.W�i+Ss:fiY�.'aWJ116:iA YNbaL.iN.i�7t.7N ...ro► �14Y '.. ' .: .'••: '- ... •✓ •i , Yil+.,.1:.,i.+Ft�ndel,�i. ,..,..,mow J u,,nwllkdrl+•• c,' l,i.. L,v;Cv.k., . .::::, .i,.v...,.. _aad.rw.n-Kl ?r:i:� �u.•.:: -A *�T �!:�•-'+r +w y - aer..W.ZWIIwWM.6�+iia. � t ,.': _..,. awlr$.' ir•k•:., � :_y,x:, •;Lu.d.aid?3YY>t<u=C.��a . at�wa .:. -• �1''f" . U i I I -- p 40 NEW 111/4 x 14 LVL E Ld=T We QF WOW W/ SIMPSON A38 • EA END TYP. (E) 4 x 12 �— ADD TWO (2) ROOF (E)GLB TOP MEGHANICAI �. I",, I ONE OVER THE BAND ROOM A Z-A 4 CA-,= OVER I �_ THE TECH CENTgR AREA. s, 6 C3 11 E LAG SCREW �— 1 a 16" O,G. I NEW HvAG UNIT / HVAC CURB i — We 8630 2 j 1 TO NEW LVL z 0 11"P II IIU > S � i ...__— (E)WALL II (E) WALL 41 — NFUJ4x 12 Wi SIMPSON U410 rn I t G�EIEBIa L—J L�J � z 1 a FLAN NOTE 5 E (E) 4 x 12 —NEW 1 3/4 x 14 LVL (E)GLB o as l o 0 I. DESIGN CRITERIA: 1991 UBC 4 1998 OS$C, RG`-,:)F EA END ON �I LL - 25PSF (SNOW), WIND - 80MPh, EXP. B, ENTRANCE SEISKC ZONE III. 4 x 12 W/ 20d NAILS �) U, }m } 1 LAP NAIL TO (E., z 12 O . - TYP. m .G � o 2. CONTRACTOR TO VERIFY ALL EX16TING CONDITIONS IN THE z v �� FIELD. IF CONDITIONS DIFFER FROM THC)SE SHOWN, cii o iv Q Q 0 ir NOTIFY ENGINEER IN WRITING FOR RESOLUTION. 2 z u n i — — ! 3. CONT TRACTOR TO COORDINATE w+p INSTALL ALL ROOFING --•----t---- ---- S� uR�. 4 FLASHING SYSTEMS TO MATWG H EXISTIN QUALITY s TO PROVIDE A COMPLETE WaT:,ILLATION FREE OF LEAKB. g H I I -FLAN �� ;��NRutY�pRE�'`F� I C 1 1 4. ALL LvL MEMBERS NOTED TO BE 1.9E MICROLLAM LVL I $".ALE: 14 12,32E �9 , I i MATERIALS AS MANUFACTURED BY TOZA416T CORP. 5. ALL WOOD MEMBERS TO BE DF-L NO. 2 MEMBERS KILN � � OREGQN DRIED. j N 75,N�F.��� . E /1 PAIN I AL 8000 FLAN 6. ALL CLIPS, (� HANGERS, 1--.TC. TO BE BY SIMPSON COMPANY, SAN l '0"�` _:-=}-sow 1 N I ISE", N.TB LEANDRO, CA, OR APPROVED EWAL. �,ID l o Lxu G� t -HV;uC CURB BY OTHERS 01611 ��' C W/ S1Ffi'$CN ''�G J LUS 26 LAG v l C •..,,,..i aipy+.iI�',il','t,,v."�ie"'yr�'�`,W�,,ti,. �9,9�.IK r{��;yR`r,,�Yfi,+,a�r.''6.a'+qIi`�r'��riYn iS�,iY,dr,'larsyO�t,,.���",F*,�t}TT€bM,pP'�`L5TTi�f,��i7,.$.�,��,}:D,.<nt•ir4y„t�,yy�r raS[r�^),��i'�S�tt'��,•Yk.'��1v�,-•:G�a::tiAll�Y«�r4,y�µ'fr; '."''�,i;i,,;),l-;,•y��er,.yy 71..,"f l+a;�Sy.���i�I-`,�C"Y,�t:�r=Mqqqy'^'a,�.`h.,,'Gyrj',ad�irt,9xllvtwµ,ita�I J;y,.k•;,��t��`d,rbdd 14T�.1"�4ea���S.��Y+'Y Y'.ri.k•1'-,I:r�m. ,,,r.e,u.rr+p'„s t+.r�3P::,';'-S'>7}Irv,w o b e.��IF Ir.°r,r�dr_yr,p�.p°t�k7�f{'v�,�id.:'�l•T{:: �,tI f�, II'16:I 1.„Ir.I.IO_ 1G1 c.rit itil 3T 1.4.. PLYWOOD LYWOADa{, {ITS i—lll' '- I\I►IIIIII13 SI PEON A34 0 EA ExIST .a�p�.ro.t_�.+;.•a,r.��i.i-+_s.d,,.,.,_.1___”. � .�...._..�1 .I•.-,�,,IG�.�.�.- �r LAG $OC�RE. W (E) ROOF JOIST L %��JOIBTT �--"__ .__"__,,.-`III--✓�----_--_1 /_—NEW HVAC UNIT W / /r ' HVAC CURB EX TINGTO EXISTIN 4 x � JOIST WALL (2) 10d NAILS . �(Ir1.r1 Yr�.wO, CF T®IU.A.I.n.F.'..�TSB ^ �PproV9C/%y1.Ni 1r colythlY�Prosed ..�..GLB BEYOND ^ ....0..2. ......... NEW MVAC WIT O9 x m � W 14U 32b/10.5 Gotone 24F-V4 We PERMIT NO (BEAM TO EXTEND eI_Sttar to Fallow............................ »...... AC1e06 !IX (6) JOIGTA) 2x STFFENER nD A re0s.(Attach........................0 EA IDEARWx PT. TO JOIST PANEL POINT, y gAm.fADate XI TG ROOF J018T8 SLOT AG Eq U TYP - EA JOISU60 RECEIVEr _ MAY 19 7013 011-Y OF TIGA U EUll71NG glVlSlOy'! FLAN F�AiE: 1,` -®_= 7`�. ETAIL ART4L FLAN zaCALE: I” I -0" SCALE: l 4 (a-ora W /EINI MECHANICAL TNG 2615 NW QT. IELENS RD PORLAND, OR 912!2 P ROJE '-.T PW 603-220-0855 NO.CCINTACT= " STOUT TYPEOFFICE WPClA /LB1OlrNQT #YP Y OEM , ,, 'Cm. NmLrry$T h! llI: N 3 lJ 14 19 1 1 211 22 23 24 99 2C 27 2..8 29 30 'A , � .� , �iIIIy1� ' s e, , ,p r� r , r ri! -t�Ci' `'�a41.>r, o��h�a .''�,t , ..`gi. ,'°•; �w '"'a r,+.F,. +xvl>+c. � � I I, ._ ._ ., + N.,. ,, �Tki, ,. � r ,lfyp,• lr�°�s�?3y �,-.,, ,�_R,,., .� '�',l'�y�''!. "ar ��' 1 'W :.,v i � . - 1 i ,• 1 c -�, ; ti ',. T,"�jt v',f:�3 a I'�"� ' , , v , , t vl is r r, 1 r.,..au��..�°Kr•"..,rrts�,mu;Lxayrenr,arr _, ,.,,raw. �+ x� •-+'*>z' ^Ir.': .,. .. . : rlrelrra . .. �. ry, a, r.: .:� . ¢ .rwatar.lr�w!•aE'�+r". reilexs.�,ov,. to AP RIM AND OFFSET RIM - PER BUILDIN6 �tRucTURq4 --- PRECAST CONCRETE BEARING PAD, _ r MANUF,r,GTURER \ \� �,; �oFFv��o \ t I 2500 251, MAY CC�PLAGED INE�TM E m MACHINE BOLT WITH PAL) PIRDADE c� I EMBEDMENT IN PRECAST PAD cc ,4 s ACCORDANCE WITH TIE UNIFORM BUILDING COCA �/ - � 44 HFa2 P05T &too ►n /�� SET ON 2x MLM L } 19. �9y` QQ b - 9 4 " ''� �/� AND ATTACHED TO �k V�5`' • •• .t. ( 9 ' O ARS EAG DIRECTION, 2x4 TOP PLATE WITH ...* BOTTOM BARS TO BE IW CLEAR OF BOTTOM I (2) Ibd END NA.LS E ----� g� � I 1 t:J�1R1,T10N GAIT 6-JO-2001 •" 0. ' , •. BARS SHALL BE ASTM A615, 6RADE bO ____ 1 OR (4) 6d TOENAILS 1 Ali A R •. :••: 1 4 4 4 1 `t 2x4 P.T. MUD5ILL, ANCHORED V1 S S E R I TO BEARIN6 PAD W/ BOTH Iv G { E 1= F 1 N G 2x4 TOP f�I.ATE BEARING PAD BOLTS 1 • .. �,.. . 9155 095104 LOAD r R 2 b NAILED TO BUILDING •• -- II'.f0d1 SWENt PAIR GAPAUTY - ,' . •i.. .•.. M"FRICTIONk BABE GAPAUTY RIME ibd BU 8"IN -- 1�_ L PRECAST BEARING PAD 19062 SE 320th STREET +,4' WITH FULL BEARIN6 ON I KENT, nA5HIN6TON 98042 A5 AN ALTERNATE, EXI5TIN6 6RADE VOICE. (253) 630-4530 PROVIDE (2) 2x12 HF*2 PT FAX: (253) 630-6151 ate" �'�'�" aze PADS, 24" LON6 SEAR HtI PAD HA5 55001 CAPACITY IN 2000 PSP 50;L BEN21N6 PAO$A440MODATE b'D'SPK.IN6 FREGA5T BEARIN6 PADS I PERIMETER P0575 2 Ds - b 1 b 4xb HF#2 M105PM - 4x8 HF*2 MID5PAN - l 6560 DESiu�I1 LAM � 1 F+E4R PAIS CAPACITY SUPPORT BEAM SUPPORT BEAM \ _ 1 -- - !%"MW11ONN.SAM CAPACITY TOENAIL TO PRAMIN& TOENAIL TO FRAMING - (� C4 - 4' I ABOVE Y�/ (2) 8d COMMON ABC',/E W/(2) 8d GOMt4ON \ I 1 0 48'oc ® 48"oc - z- TIE-XYN EARTH ANC,+O I/4 EUILDIN6 LEN6TH ( 1/4 BUILDING LENGTH I/4 BUILDING LEN6TH 1/4 BUILDIN6 LEN6TH JAGKSTAND W/ 4000, .- 4x4 HFa2 POST FACTORY-INSTALLED j� SELECTED IN AGC,ORDANGE WITH 64-0MINIMUM CAPACITY, /� SET ON ASPHALT SHINGLE TIE-DOVE! STRAP MANUFACTURERS CRITERIA IILTALL PER MANUFACTURERS j' AND ATTACHED TO BEAM I FOR THE 61VEN SOILS CONDITION INSTRUGTIOr, ; NTH EITHER A 51WSON PC.44 r— FOR AN ULTIMATE CAPACITY .� OR 16" PLYWOOD W55ETS I OF NOT LES5 THAN 4100 POUNDS. FOJWATION 50�LE PiiO.LGT CRITERIA: 2000 P A� ALLOWABLE BEARING SIDE, NAILED TO BEAM AND? MV*V®t POSTS AT 61 MA*4H sPAvCM,FM XTAL z �OW LOA' 12� � PaSY WJ(4) 8d EACH PERIMETER POST AND PAD 4x5 FIDWA14 SO pp=vM MT5 OR$TOM*AT T MAXIMIN SPA ft,PER DETAIL 3 I FLXR DEAD LDAD, 10 PSF TC D PSR MAL 4,TZ MAX IM L(XAIW MM V or SWM LOCAT_la+ ROOF S*,)�1 LOAD, 25 PLO KTHIN 4' OF TIE-DOWN i Mw Aff LME T5 AT a'i�VC JPA'",FM DETAILS D�i61i R ISR LNE lAA1), 10 P51 �1 !'ITER SWEAR PM8 PBt DEiA1L b — DE516N vow 5PM2: W M�I E�.�5 (16.16 PSI x 10 I (I �.'�RAtE M 6Nt M AT ROM OWN%PfOM1T,MR VETAIL 1 vw BASE SWEAR 11,0011 TRANS./51620 LONG. eIn TRANgMm okvm,ikT ENv aeARMlb PM,4.M MAL a PRECAST BEARING PAD - PRECAST BEARING PAD S�MIG zow_: a.R" 55,Ga =0.56 (!"n VBG) WITH FULL BEARING ON !KITH FULL BEARING ON 1 5�G D�BAR 110011 ASD EXISTING GRADE EXISTING GRADE i ALT: 2xi2x 2'-0" PT HF PAD 16' = I'-O' BF.AWN6 PADS AC,GgylODATl:a-FOOT 5PAG1N5,MIJ'SWAN BEAMS AGGOMOUATE 1-FOlr1'5PAG;li6 ,�FgMN TR D�0!"/�R GA�I RESIST A 2�MAX LA192AL LOAD FOUNDATION PLAN - Tigard - Tualatin School Diss. 23J, 6 60 516 Sandberg 5 ., Tigard, OR. q-1223 M105PAN 5UPPORT5 TIE-DOWNS I r P.T. 4xb HF BLOCK 2x4 HF THRUST BLOCKING ' W/ (2) %10 A301 2x6 TOP It ` Ibd COMMON � 8 oc --� - I + MACHINE B0LT5 TO GIRDER ', BEARJNS AGAINST THRUST �� j hiARRIA6E LINE RIM5 MARRIA6E LINE RIMS FROM 2x TOP Ip, TO \ P.T. 6x8 OF P05T TO ) ! POSTS AND BOLTED TO f_ PER BUILD* PER BUILDIN6 BUILDIN6 RIM JOIST 1 SEAR AND CENTER ON PADS r P.T. Z(b HIF , ! '�� r--MODULAR BUILDING MARP..A6E LINE ABOVE. � F41D51LL VV ('S) �4 d M.3. i '�/ MUDSILL ANCHORED � MANLFAC71PZR - // " ) BELOiN. " W/�" MIN. TO EACH PAD ! MANUFACTUF�t � = BY BUlLDINtS MANUFACTURER BOLT TO TRANSFER ( � 3 oc, /CES _- /` ��MACHIIW MTH BOOLTTS. I fly IEA / SE DETAIL 6 t - r — --- PLYW00D SHEAR K LL', FASTEN BEAR AND CENTER. ON ii i � � � � / FOR ADD L JACKrTANP iN/ 40" 4x4 W42 P05T • " PAG FLOW E d �I CALLOUTS MINIMUM CAPACITY, / / SET ON ASPHALT SHIN&LE -- W/GALT. Y 1 x ! STAPLES , N I / / AND ATTR T 2x4 HF STUP5 ® 24 oG AT ALL PLYWOOD PANEL EDGES, AND MUD51L. TO BE CONTINUOUS ; - INSTALL PER MANUFACTi,�S CHER O BEAM AT 8"oc TO iNTERMEDIATE SUPPORT'S. ' � � � � IN5TRUCTION5 WITH MrIER A 5IW50N PG44 s �/ i / FROM THRUST BLACK ` , Ccs ffi OR V PLYWOOD 66-Ef175 PLYWOOD !N CONTACT NTH EARTH TO THRUST BLOCK o0 1 r SIDE NAILED TO BEAM A1� OR �,ONG. SHALL BE TREATED I )- POST PV(4) 8d EACH P.T. MUD5ILL, ANCHOR TO E� PRECAST BF.A NTH FULL RJN6 ON PAD PREC.AST NAD BOLTS -- PREe A5T BEARING PAD '� _- >�E ,/ \� EAs nN6 GRADE ! _ � � •S PRECAST BEARING PAG �1 \ � EACH M AT LEAST O AT PERII�R POSTS WITH FULL BEARIN6 ON' SPACE # 18 m ANrNGF1Gi� BOLT _ � I EXlSTiNb GRADE � T VERT. 4x4 HF02 P05 PRECAST SEARINb PAD --J PRECAST BEARING PAD - -I I ! SPACE +d !8 oc 4 HFa2 THRUST P05T5 CENTERED ON BUILDIN6 WITH FULL BEARiNi ON WITH FULL BEARING ON NOTE; SPACE MACHINE BOLTS I EXISTING GRADE - (2) G 1x9.8 x 6'-6" 5h"oc, AND CENTER ON P05T, FROM YEW. POST TO COLUMN, ABOVE EXIST3N6 6R,ADE TINA 61RDER ALT; 2xd2x 1'-O' PT HF PAD •STAPIID 5W1EAR PANir1 HAS•22D PIF StWEAR BLOCKS AND 6iRDER� A5 APPRtOPRIATE. CENTER OF ADJACENT PADS CAPACITY PER APA REf10RT 1St,HAY,R11191. ff-*tRl6 PADS AGCCIM OIPATE 6-F00T 5rlO 6 1'ANPL.#lOYW GAN RR:513T 1+"�0 PLF OF YD O 0R 9HSi#G SfI<AE2 ALI6NFT)MtlTN R.'Y' .St ABOVE,TRA 0:9t 61RM H46!1,,5"GAPAGITY NJ6+•M KITH ROOF POST AWYF,TRAIIM 6011M W�6 44400 GAPAGITY - .'��` MARRIAGE LINE SUPP®RTS - EXCEPT AT ROOF BEARING POINTS SNEAR PANEL 5EGT I ON GENTE" ?RAN5FER GIRDER END TRANSFER GIRDER — ,ir., PY.7t,Y�,F-,:t�;'FY i:,,�ia,.� rv,��,.A;.�!5*`-.a.f .,,.'� < 't "u ndb.✓ Ira an wnrx+ RIM AND OFFSET RIM PER BUILDING MANUFACTURER ,,/ P,T. PLYWOOD I�V/A�i�L�L✓cCP���I SHL.nri I V V.L. SECTION 1 ON 2x4 P.T. NF 5TLVS A 24'oc ��- ! / MODULAR f END NAI,. EAG!'4 TO TOP At�11 r BOTTOM PLATES IV (Z 16d / I /r' 6RADE__-- CLA55ROOM � FOUNDATION - UPPER $CARING PAD 2xb P.T. MUML- 1651 2'��01 ---TOENAIL E/.N�AIL LFPPM RIM TO P051 1 V I J) bd COMMON � --- -- -- MDV 2x PT. RLOW NAILED TO b' WIf�E 6ALVANIZEA SCRECAIINv _ RMLL WITH 16d NAILS * b"oc -tr_ ' MESH I " 5KIRTIh6 TO 6RADE. � _''`-� LOW W-WW. PAD � - �' SEUJRE Mk"5�1 TO SKIRTING WiTN r' STAPLES Atm TcO &RAM V'V ISALY STAKES OMIl1t To!J ZCT OPTION ovw°am 0['60161 5TANDARD 5KIRTING DETAIL BLOCKED 5KIRTIN6 DETAIL SCREENED SKIRTING DETAIL FR05T RE515TANT 5KIRTING DETAIL q 5TEPPCD MU05ILl- SECTION 10 1 ' , . .. ;.•:. +.ia :_ . :: y.. "n'°x t 1111 !!� N Tilly;.f !t i -y-6 V �.„,v.X,K. .. _. ... «+.,•r,•.o,w..M„„•�,.,,,••„ ,,, • ! . r (, nX, l:m III ii! ! 'I+ ! i fIJ! I f . it illll !If III i hill 1 i, 1 111 1 111! 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