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Plans (77) \s- O OFFICE COPY cAt( sLQJ r�L. Q.K S -- 3 4 0 7 8 9 R E G E 1 V E D FEB 7 2019 dir 8.6 3IJILDNG DIVISION! I I I o I I I I I I I mIIII RE ISION 1JL I I I I I I I I City of Tigard Approved Plans * i t e 2.44.....%)4 I I I I I I I I — — — — — — — — — — — 0 VALIDITY OF PERIJ� �' ® THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION c7.-1 JI I c, c: I I I I I I DOCUMENTS AND OTHER DATA SHALL NOT PREVENT a. a. o- a. a. ®-o THE CODE OFFICIAL FROM o – — — - m — — — — — 0 REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 OFFICE CQPV mo ® o* I - I - I - I 0 5.;?: I I I I I I I��— I I All necessary dimensions will be field — — — — — — — — — — O verified by H30 before fabrication. s o wg - - - - - D DIjj :_!I 11H1111111-11 1111111111111 ' I r_,• ---1— 0 . A r Illlllllllllllllliuuini rz B , ig? ID - - — - m' I O ass.o Y—)1/YI .._]°- 1---°—°—°—.--.4—_i_4'T4-4_{'T{'T{'T4'4_{—] I_.-'J S/C SECOND FLOOR PLAN -SECTOR A 3/3r=1'0" NOTES TRIPLETT WELLMAN1 It ' 34AR9142SW D E TOuf FP=aalca ae PROJECT TEMPLETON ELEMENTARY SCHOOL x ' PwhwN w541-995-6156 _ A 0, 0 DRAWING SECOND FLOOR PLAN avc°w ''zor as.y :t`—t EaW=9 S ""<`=7 2r ?Lil 3 In aur EOAcoNs,qucnon .TMwa xo7 THia�lwc�raoa❑ FROM.0 MS DRAWING IS NOT TO BE USED FOR FABRICATION O . . wamESE n === I FOR CONSTRUCTION MI W 0 8.6 MI _ 9'-11 1/2' 2'-5 3/8"—5.-10 3/4_ 11'-8 3/8" 11 , 3 13/16" rs-o1 W i `I HSS 1.7(4X.25 11A I H H H H H O 6 1/2' I.rI of 1 I I Center PL I INSIDE OF I on column HSS 12X4 11'-1'I H H I H 1H H I CL OF 1 GL BEAM 1 I li MOUNTING PLATE 0MOUNTING PL INSTALL 1, / 4S25 111, I H H I r H H H OSTAIR PLAN VIEW Tf OF e._6. 11._1. I , 6' 2-6 B.O. beam I !1 L '' •II • w a ...... _ vF m NJ A (-15.-n. Ph b V„) MS-01A 4231) Rod&Clovis Rod&Clovis I CIM4 Rod&Clovis 12' I 11' —1'-3 1 2 A 12 TREADS 0 1' 11 TREADSO 1' / a 9'-11 1/2' 0 12'-9" CLASSROOM 4 1/8' 12'-9" CLASSROOM r 2 5/8'SHEATHING AND COVERING T CL 3" J I M I 2X NAILER -- --J I 21—6 .- �__J ® 12 (1) 6'-1 1/2' c ` --' 12 GA SHEET(11(RED 12 RISERS O 6-1/8 _. r6 1/2" 101) i___1 )IF �6•_4• I I HSS 12X4X.2'(NEAR SIDE) •'--J 6'-7-1/2"T.O.RESTING I I---J I TS-01 .--j-- ® 12 GA SHEET(1)RED 1"9 rod 7&07 HSS 12%4X.25 - HSS4X4 HSS 12X4525 F-- HSS 1254525(FAR SIDE) CD 6'-7 1/2" 1--_J 13 RISERS 0 6-1/8 _1(. I "to -_J SP-01 top hole __J 12 GA SHEET(12)RED tJ I 1 _ 0'-0" MAIN ENTRANCE C 12 GA SHEET(I)REQ -2'-6" CLASSROOM -2'-6" CLASSROOM r 1"GROUT ALLOWANCE �/ All necessary dimensions will be field #24" clevis w/ O 1 STAIR SECTION AT LANDING 3 STAIR ELEVATION 1 "0 pin - typ verified byH30 before fabrication. s-o SUSPENTION ROD (2 REQ) NOTES: PROJECT, TEMPq LB r TRIPLETTCHOOLWELLMAN _ DISCIPLINE ,oma wwcE 34123 Cushman Rd SW D f-=*.RN A a n a 0 DETAJ Albany,OR 9732t s 71 i Cb (O DRAWINP6H541-995-615& xOtO sxEr N : ELEMENTARY El cx sw,zm-leis mg Fuld 341-995-6159 T"-4.985 r 2ln a W AWN BY DOW ECKEO Bv. wwW13Uinc.com 5 2"- ? ° ° REVISIO DATE BY x v. OL,Flamed Pef FOR C°NSTTRUCn°N 1rzn '''' REPRODUCED,TOTALLY OR IN PART WITTIOUT WRITTEN CONSENTOH v. x°xrzEo rttiaQ u'GIE PR..t/V�\l FROM H30.THIS DRAWING IS NOT TO BE USED FOR FABRICATION • UNTIL APPROVED FOR OCNSTROCDON.COPIES OF 1111S WANING MUST BE DESTROYED.WxmENAPPR°vwFn� °"YN°r°`x`P' I FOR CONSTRUCTION I 13'-10 5/16" L3x: 7 I 3/4" 64" 1 i33.7. 01/4" - typ 1"—I "—I I- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0i © ANGLE CLIP (L 2-1/2X2-1/2X1/4) 8 1/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (2 REQUIRED) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-F 83.T 96.3'1 3/4" 1 15 " (HOLD) hIi 15/16" ) l I 1'-0 3/4" TREAD PLATE(12 GA __ I ` ,ffiL RISER (23 R Q) > • I v I I I I I -13/4" > I I + 01 1/4" R1 1/2" 01/4" — typ 1" 1 83.T > ii 24" �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0i 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T > ' 11 J 4" ,]4F. 6" P-o RISER PLATE (12 GA) 0 (,REQ) O L-o SUPPORT TAB (PL 3/4) VW (4 R QUIRED) > L1/ 3/4" > I ' ' 83.T 01/4" — typ 1"--I I— > Q U : 3 1/2"� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 to o1 01 > I I 8 15/16" 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 2 1/2" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ›Cy SUPPORT BRACKET ---11" (1 required) I 3 1/2" > i ;11 L-o END PLAT (4EEQUIRE) > P-o RISER PLATE(12 GA) (1 REQ) > 69.1' > 96.31_[ > ( > 155" (HOLD) 1- 1'-1 1/4" e TOP FILLER PLATE(12 GA) > 0 0 I ' , (1 REQ-NOH LES) v ! I v v 11 1 Ill7 1/2" 6 1/2" 8" 1 1/2"� 1 1/2" _L i I __ Ai �6 1/2"� `1 1/2" • 4 1/2"I iiii r 1 I v —1" 13/16" O `� L-o BOTTOM PLATE�(PL 1/2) 1 �$ 3/8"----..1 7 1/2" /_ (2R QUIRED) X 011/16" 6 1/2" 11" .i 8" I=-o MOUNTING PLATE�(PL 3/8) 37.0' 20.9' (2 REQUIRED) Q las..-N__, I i • AL hila 013/16" • 8" v1 v Ain v II �t�����)� 5°2 I-6i"- P-o MOUNTING PLATE PL 3/8)_ irMili � " L-o SIDE PLATE PL 3/8) 111 0 I=1 lU SUPPORT BRACKET E ■ i �J (1 required) I 3 1/2" r , (2R REQUIRED) V Ki (4 REQUIRED) 55.0' BLOCK(HSS 4X3X5/16) -24 SUPPORT BRACKET 2 SUPPORT BRACKET s_o MOUNTING BLOCK(HSS 4X3X5/16) �_ (2 REQUIRED) (1 REQUIRED) (1 REQUIRED) (2 REQUIRED) TRIPLETT WELLMANate.. TOLERANCE .. , w 34123 Cushman Rd SW D f-zk' A ,-- Albany,OR 97321 =!.WO i co „O DRAWING STAIR DETAILS T°PY SCHOOL Ph#541-995-6156 asasuuu ...010 sHE[sa N i CO ET COW ELEMENTARY c"EcxE0N5 stair z 011els.my Fax#541-995-6159 ""^^-.005 0In Lb www.lOomc.com 5 L°= }°D AWN o qDATE H, a AUTHORIZED ',UR, sUSED 09 CV F°9 Revlsed oaucn°" 1/.2019 1.2019 COW JOe THIS WAWING SHALL NOT BE V FROM MO TVS DRAWING IS NOT TO BE USED FOR FABRICATION unrr,APPROVED FOR CONSTRUCTION COPIES OF rrvis 0,,WNS wAmE APtmvvArFro ° w'°'"''''"w''' I FOR CONSTRUCTION + 4- `2„ 2"— 12 spaces 0 12" = 12' 7' 11 spaces ® 12" = 11' 1'-1 3/4"I- SP-04 12 GA SHEET(1)REQ iii 2" - typ 12 spaces 0 12" = 6'-1 1/2" SP 01 12 GA SHEET(11)REQ TS 01 HSS 1a(4X.25 T.O. nose is 2" below T.O. stringer 4" to T.O. angle leg 1 • • Ijil SP-03 mirorro 12 GA SHEET(1)REQ AN-02 L2 1/2X2 1/2X1/4 12 spaces 0 12" = 6'-1 3/8" 2" - typ so STAIR TREAD ASSEMBLY 1' - typ 1" - typ SP-01 -; I '' \ 12 GA SHEET(12)REQ - 4 5/8" 2" - typ 1.11—6 1/8" i 2" 1' - typ lL JJ I 8 1/4" — typ ,---- mm SP-02 i V/ 12 GA SHEET(1)REQ I II 6 1/8" - typ I i I O TREAD DETAIL 6 1/8" i 1 MOTES TRIPLETT WELLMAN F^ TOLERANCE a1 34123 Cushman Rd SW &D f-1}" A. Albany,OR97321 =2.930 S O PROJECTELEMENTARY SCHOOL P69541-995-6158 olsclrnnn v=*8,8 snEt1r N i O cALEDRAWING.STAIR DRAWN RSY.vow ILS 'CA9 F]Eo ev. SIaN201 isis.a�y Faxb 541-995-6159 "5--'.005 9,Ln SUJ www.h3oin S �°- f° °fn OUT FOR CONSTRUCTION „ 01 °HE V �P. H�I=E° µGJOB THiS DRAWN°SHALL NOT BE DISCLOSED.USED OR a.. wRI uN�PR�wF. °",N°'a"C:P.wRN° FOR CONSTRUCTION V V V V V V V V V V V V d i, ,, _ ____ 1 _ _ _ _ _ _ _ .... _ _ _ _ ._ _ . . 11'-1 3/4" 11 spaces ® 12" = 11' 1 7' 4 12 spaces ® 12" = 12' f--2" r2„ (717)4 GA SHEET(1)REQ 2" – typ SP-01 12 spaces ® 12" = 6'-1 1/2" 12 GA SHEET(11)REQ 1 1 1 TS-02 1 HSS la4X.25 T.O. nose is 2" below T.O. stringer C O iii o 4" to T.O. angle leg I I SP-03 n LJ 12 GA SHEET(1)REQ AN-02 1 L2 1/2X21/2X1/4 1 1 1" – typ 1' – typ Ssoo STAIR TREAD ASSEMBLY 12 spaces ® 12" = 6'-1 3/8" :\ i2" – typ 4 5/8" 1 I SP-01 ---1— r: .,,, -...,, 12 GA SHEET(12)REQ 1 2" – typ 1 • 0 I j 1' typ 2" 1 (1__ JJ I 1 8 1/4" – typ i a 6 1L8" SP-02 6 1/8" – typ 12 GASHEET(1)REQ OTREAD DETAILI s 1/8" PL— NOTES: TRIPLETT WELLMAN - "'°° TOIEFA-NCE .EX'"M 0i v 34123 Cushman Rd SW D f' Ai ELEMENTARY SCHOOL. I ' PA5lbury11/99R59_6713525199R59-67135281 DISCIPLINE v10390 F— WN IS DETAILSDRAWING:STAIR Fu#541-995-6159 o s w cNEcBEoes,.z°i leis. tiay.cow CSAWN www.h3ainc.com S F°- °Cr) P v. v. noNrzc° /� .!=7S5=,— ,aaa0,a °N GE mmS"au WRITTEN wFRO„N� °".N°TaE PTw Na FOR CONSTRUCTION O 8 8.6 20'-4" 21'-4" I I I 30' 1 TS-01 r-602 I I 10 1/2" IN HSS 1 (4X.25 Hw0 — 1 I 1 I 3'-1" between -- ------- --- 1 6 4 rv __ __ }_ f� _,•-__T, 1 1 1 I I 602. 3'-1" between 1 f '_ ----� � .t ----- � � -- -- • I u���/�/�/ I iY� I I HSS 12X4X.25 I 5'-1" --4'-0 3/16" 4' C to C 4' C to C 1" 4' C to C 4' C to C---r—4' C to C 4' C to C—3'—8 3/16"--1 1--11 13/16" between 3'—Ii ! •,_ T._:_.,== ,r 111.1 F.±1--4' C to C 4' C to C I 4' C to C I 4' C to C I 4' C to C I 4' C to C 4' C to C I 4' C to C I 4' C to C I 4' C to C l 3'-5 13/16" 1'-2 1/8" between - I 3'-7 1/2" I I-1' to C I 1 -602 CDRAILING PLAN VIEW NOTES TRIPLET'!"WELLMANn"'TP"''`r" TOLERANCE a ®34123 CushmRd SW D f'se A Albany,OR 97321 -x A31 °co c co PROJECT:EMPLETON DRAWING:TNniuNG DETn MILS SCHOOL Phg541-995-6158 ....N. '..±.. "4" N i w IGRO FILENM1E:stn sales a�.taie San Fax715411--995-6159 s 1.92.005 io A 1!i a CD AWN EY:cow ECKEO BT. MUST RN,E/TPNaw NOR aaNMO "°"T^° �"^ ° I FOR CONSTRUCTION • Round 4" C to C — typ wooden hand rail HSS 2x1 top \ 1 r 4" C to C typHSS 2x1 top (by — 1-1 1/2" — typ bar — typ — bar — typ others) /- 1 "x}" bent bar — typ —1 1/2" — typ 3'-7" — 3'-7" l► 3' Wagner #S101 Saddle — typ FB 3/8x2 FB 8x2 8 3 2' / III — typ — typ Illi 'i I L 2 1/2" — typ I — 2 1/2" — typ 2 1/2" — typ I ' 1---III I 2 1/2" — typ I ' � 7" — typ--1 1— 9" — typ'1 7" — typ—1I f�9" — typ—1 If•-- ORAILING DETAIL O RAILING DETAIL (, ) 8 8.6 — 20'-4" 21'-4" r- I I 'i �I ak WO I I I Mr INV T ___._._.______________ I I I �� iYP 0'-0" MAIN ENTRANCE — QI_1, ,__ li lin_ L-_ 2 1/2" — typ I — I 3' 2' WS--- -2'-6" CLASSROOM I II 4' C to C I — — 7 1/2"— 4' C to C 4' C to C 4' C to C — 2'-6 1/2" 4' C to C 4' C to C I 4' C to C 4' C to C — 4' C to C 4' C to C 3'-5 13/16"— 3'-7 1/2"- 1'-5 1/2" — I [-- 14'-1" 30'-0 3/8" 1'-2 1/8" between I I 0RAILING SECTION I "oTEs TRIPLETT WELLMAN , ° E o x rvce il 34123 Cushman Rd SW D i,%0 A 6C lPROJECT TEMPLETON DRAWING RAILING DETAILS „..3 IA A Albany,OR 97321 '=9 WO m^ 2 N O i P541-995-6158 x 010 SHE4ra N CO ay.cow „ElcnEcrcEo er. saDO01,510059 i - Fax79541-995-6159 """ms o lfl Q UJ xdnew.h3oinc.cona S A'- n(J] Fl V our rc"wrcsraucnory ,TMp° ""1”' '157g mEn� ,w g,MI ^Icf:°'='" 1, I FOR CONSTRUCTION I • RoundRound Round wooden 4" C to C — typ wooden 4" C to C wooden HSS 2x1 top hand rail hand rail — typ hand rail bar — typ (by 1 2" typHSS 2x1 top (by 1 1 2" t Eby 1 1 2" others) \—"- 1--1 / — bar — typ others) / yp others) / — typ I I_ "x�" bent , "x}" bent ;i I "xr bent ' 'L bar — typ _ I bar — typ ' bar — typ 11 1/2" — typ 1/2" — typ —1' 1/2" — typ --- 'Sz n 1 1 1__ n `I n 3'-7" 3'-7" 3'-7" L 3' Wagner #5101 3' Wagner #5101 3' Wagner #S101 Saddle — typ Saddle — typ Saddle — typ FB 3/8x2 — typ 2. 2. 2. 2 1/2" — typ2" typ r 2" typ 1 / FB 3/8x2 typ rc a II II II i ii 2 1/2" — typ Y Y Y I! _ N ` II u n u n n N II 1'-1 1/4" II II II II II 1'-1" N N 7" — tYP 9" — tYP N n N II 11 + N u w N IMIMIMI-I , A q CD RAILING DETAIL 3" — ;- \ O s RAILING DETAIL �� ' at nose — typ .-1 1/2" — typ CD1 RAILING DETAIL O 8 8.6 20'-4" 21'-4" • 4"— ''-0 3/16" 4' C to C 4' C to C - — —2'-8" C to C — --3 13/16" between 2'-8" C to I]— — 4' C to C 4' C to C 4' C to C____� —4 3/16" —3'-4"---I8"— — 2'-8" C to C v I i111 I 3'-7" _i_ 12'-9" CLASSROOM \ gh A . ,,,„:, ..„ :: . .„. .. . . . .„ , 5,.:, ,,,,,..,,,...„:.: 1===:_,__,:: 11 :...:,,,,-..,-;--;;--' OW' 1 1 'i? -- - U-7-1/2" T.O. RESTING i dottims ill ____________.,41"11111"--- e ,71.0=_R_AtilL:::_i__I___ A4f---- 31' 0'-0" MAIN ENTRANCE ` . I = I I I4 — _ -2'-6" CLASSROOM3.-4"---]8" '-0 3/16" 4' C to C 4' C to C I 4' C to C 4' C to C 4' C to C 4' C to C 3'-8 3/16"--I I-11 13/16" between CDRAILING SECTION NOES. TRIPLETT WELLMANt 3a FR rvcE N C� 34123 Cushman Rd SW yD #' pA or- oN ELEMENTARY SCHOOL C , Albany,OR 9'/321 x to z z O t i �' PhO 5419956158 oSCTt m W. rcEh. o N z(0 ev.now DETAILS PROJECT TEMPLETON El949T oev. �a'301619 a"� \ -' FEaxw#541 995 6159 5 w '005 g O �111 .n3Rm �° �° ' On{fORQQR6TRlc'" = TM{(—P} . wRTErc�PRoEFoo,ao µn".vRo,aExEP.=m I /FOUR CONSTRUCTION Round Round wooden wooden HSS 2x1 top hand rail HSS 2x1 top hand (by r1 1/2" - typ bar - typ others) r1 1/2" - typ bar - typ others) i"xl" bent - "x" bent r �. n bar - typ , I � . n bar - typ I L' J L' I —11/2" — typ �, 1/2" typ n n n n )_I L J FB 3/8x2 3' Wagner #5101 3' Wagner embed#S101 - typ Saddle - typ Saddle - typ 2' FB 3/8x2 2 Metal FB mbed 1/2x4x8 - typ eFB 1/2x4x8 decking 1=1 IWir- mom ORAILING DETAIL CD RAILING DETAIL O 8 8.6 20'-4" 21'-4" I I — 3'-6" C to C '-0 3/16" 4' C to C 4' ([ to C— -- 3'-6" C to C 4' C to C 4' C to C 3'-5 3/16"-1 k 7 9/16" between —I 2'-3 1/4"— © I II 1 1'-8 3/4"— vii s_ I I 1-1-1. , 3 12'-9" CLASSROOM %' 1i i 1 I 1--1 Q1 —.1 — - 6.-7-1/2" T.O. RESTING $ rvl v I I —3.-8 11/16 "— r I I II ,..,:i'',% r 1 I Ql --T 0'-0" MAIN ENTRANCE r 1 ORAILING SECTION -2'-6" CLASSROOM I 1 HOES. TRIPLETT WELLMAN " 7oLEwwcE co 34123 Cushman Rd SW D f=si' A6 cV Albany,OR 97321 -!030 m W O ELEMENTARY SCHOOL DIA 541-995-6158 ....''LE '. ..f. °N z(.O DEMING RAILING RETAILS SCALE BE GOY;O. —1c"EcnEosv. SW 201-le Is. Faxes 541-995-6159 8 ="`''-�5 IJ,J DRAWN www.h3oinc.c°m (°_ i° (n REV CATE BY REP. HavuE° THIRD ANGLE PRN. °°r roR coHsrA°cn°" L.DOs off ELS LRLIS DRAWING SHAUL NOT BE DISCLOSED USER OR WRITTEN APPROVAL FROM RTO FOR CONSTRUCTION --1----J–L 1..L� u LL, 4 u u 1 E ,--r �—• 7Lh FIELD VERIFY 7 3/16" Spaced 0 2'-0" – typ 7 3/16" Ii. -- —4 1/2" hold / + — 1-4 1/2" hold lies access hole – typ r , r -1 r n r _ yp II O O O O 7 7 O O O I 2 1/4" t r I l� Be sure to line I I up holes in PL w/ holes in HSS – typ 4. ` 0 g0 holes – typ 0 GUARD RAIL MOUNTING BLOCK(HSS 4x12) (1 REQUIRED) 1' 10 1/2" © I 11 1/2" I 4:111 - 1 1/2" 2" I 2 1/2" 8.6 — t — — J \ 2xø5/8"— — END PLATEPL1/4(2 REQUIRED) / 9" II ii I II " 0 END PLATE (PL 1/2) 4" CtoC — typ (AS REQUIRED) / HSS 2x1 top bar – typ i 4 4211 ill2 3/4"— 5'-8 3/4" VERIFY LENGTH OF RAIL SECTION – 3'-7" I I v HSS 12x3x1 FB 3/8x2 ' 2" – typ I rY typ n n n i1 II I IMI 1Il.I=`j 1■:� 12'-9" CLASSROOM Bolt access hole I I backer PL I PLLx9x12 w/ (2) 4"0 A307 thru bolts CDRAILING SECTION ED RAILING DETAIL "OTEE. TRIPLETT WELLMAN " a wwcE " v 34123 Cushman Rd SW wD f A 6 n a N Y SCHOOL 1 1 AIb y OR 97321 0.94 z N o O Phk 5419956158 oscvcne Hata SHE(rs N :FD DRAWING RAMS ev cow SPROJECT TEMPLETON EI CHECKED Ev. '"0 is se X45 - Rasa 541995-6159 H806 Ln a Lb > wwwh3°inc.c°m E��ppxx v_ le - -„,—....,77--,-- ; JANGLE PPCJ. CUl FCP CCnSTRUCTCn immi5 DH THO . wH rEIEViEEal=°raE Pr=Fr I FOR CONSTRUCTION • Triplett Submittal Stamp Page Wellman CONTRACTORS General Contractor Stamp: Project Name Triplett Templeton Elementary School Wellman ✓❑REVIEWED 0 REJECTED O MAKE CORRECTIONS 0 NOT REVIEWED BY May Nguyen DATE 2/1/2019 SUBMITTAL# 055100-001 SPEC 055100 This review is only for general conformance of the project and general compliance. Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications. Contractor is responsible for all dimensions and fabrication to be confirmed and correlated at the job site Architect Stamp: ARCHITECT'S SUBMITTAL REVIEW ❑ No Exception Taken 0 Revise&Resubmit • Make Corrections Noted 0 Rejected 0 Comments Attached Review of submittals is only for general conformance with the design concept of the Project and general compliance with the information given in the Contract Documents. The review does not affect the Contrac- tor's responsibility to perform all Construction Contract requirements with no change in contract price or time. Any actions shown by the Architect is subject to the requirements of the plans, specifications and other Contract Documents. The Contractor is responsible to confirm and correlate dimensions at the site, for Information that pertains to the fabrication processes, for the means, methods, techniques, procedures, sequences and quantities necessary to complete the Construction Contract and for coordination of the work of all trades and satisfactory performance of its work. The review by the Architect is undertaken solely to satisfy Architect's obligations,if any,to the Owner and shall not give rise to any claim by the Contractor or other parties against the Architect or Owner. Dull Olson Weekes-IBI Group Architects Inc. Consultant Stamp: ❑REVIEWED ❑REVISE AND RESUBMIT ❑REJECTED •FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. This contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades;and performing his work in a safe and satisfactory manner. FROELICH ENGINEERS,INC. DATE: 02-04-2019 BY: YSP SEE ARCH COMMENT IN RED FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 11 I Transmittal Letter T i G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: 10DATE RECEIVED._. DEPT: BUILDING DIVISION i LL L FEB 7 119 �- Mwt/ - � FROM: � y �� / CITY 0 rIGARD Tse t OM- Wt(l vn BUILD t(3 DIVISION COMPANY: v PHONE: 5°3 9 g 2 t-I'I CZ e By: RE: 1 (20 SW Ourc(.oLk_ St / (�olaT—01'O O (Site Address) (Permit Number) -Item Otto n It, Yr e,nti cvklJ (Project name or subdivision name and lot number) I ATTACHED ARE THE FOLLOWING ITEMS: ✓� Copies: Description: C i ;'es: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. 7111 Wall bracing and/or lateral analysis. Floor/roof framing. 1 Basement and retaining walls. Beam calculations. �j/1i Engineer's calculations. Other(explain): REMARKS: M t b-e -red S 4,01!'! _ Via t h1c( 1 w) '-F 31 99 )-1-2:D. FOR OFFICE USE ONLY Routed to Pe it Technici. : Date: ),— )L- ) 9 Initials: Fees Due: Yes • o Fee Description: Amount Due: tDe.�s erv-eo) ,Sobh,:-rre- J $.3 9 1 . 9 -7 $ $ $ Special Instructio :. Repri 'ermit(per PE): ❑ Yes 91No ❑ Done _ Applicant Notified: Date: ,,y,-/n l� Initials:i. ) I:\Building\Forms\TransmittalLetter-Revisions_061316.doc