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Plans (104) , • Z5 1 4 5 6 7 - .11.6{), stir' -;.`.• --, ii') 1 1 1 1 ! 1 1 1 SPECIAL ir.,,,F,;-1'7.-, ,` : , "..,.' ,: uit,..t.s..D State of 02 :-..,,or.-,, , . t. , , --,,,:::,,,i.,;i:v-q mdf? 1 I , 1 1 I ! 1O Concreiear,s; ,,•,- :,,!,.,,-.A.-;;;;Iii:- ate,1,31 E I 1 --01 Bolts f,r‘Et.:: : - :--..-,--:• ,-;-'; , I RECEIVED , , 0 Sp„F„,:-,:,0,t,+„; , ,. - .tet FM, Ofit 0 5itael ni,ii,;',., *,, —_, - ,,,,,,5,11t3 as____ __.__. _ M1111111111111111 11111 11 1cl - - - ---,' APR 3 0 2019 1 sTR..,2 SIR-l1 I , I . 1 CITY OF TIGARD C BUILDING DIVISION 11 i r _ 1 I I I 1 1 1 E El STAIR 2- S-601 ---1 - 7 , RAMP 2i S-602 11 1 i LI SptICia a.:I?% ' ..'.:. -c..4.;Dn rid Filling RMP-3 , --"" Ej Smoke-Co-T. ---,...1-..-f.:E.-E I RMP-6 , " 1 1 _ H - — , - „ J -- - I - - - - — - - — i - - — OFFICE COPY t E-- - - [ -- - - CITY OF TIGARD , 1 , REVIEWED FOR CODE COMPLIANCE GRR-2---. , 1 1 ' I Approved: \\P j OTC: I 1 — GRR-1 Permit #: Rini() I 1?-0 00,30 Address: 14- 0 .\,.., IvIve,4 oc ic.. GRR-3 STR-3.2 Suite #: 01111111111111111111. By: j)IIIRmommom.......mmmemNAN• Date: .1-.2.2.1., N - - - - - P -- - _ _ Q _ _ _ _ _ 7 _ R C A - — L , ---I - D B 1 1 I 1 1 , , r TRIPLETT WELLMAN NOTES 34 ien=12 r D C PS f l PROJECT:TEMPLETON ELEMENTARY SCHOOL P302 541-995-6158 DISCIPLINE SHEET 0 e CN § C\1 DRAWING GUARD PAIL DETAILS Fax#541 995 6159 1 OF 9 ---r ,,°X. %T,' 2,===.7.L.7,=7 x=±,.. .:::7; z_x. OR 50/2 ,, °-""wz,=-- 030 005 ,74:, ORAVIMMUMEOESIP0.00111.......0i0EKEPTIVIIOUT PRELIMINARY 1 wRnn.hmova FRou wo XC ' ' ��� O 8.6 N ' ' _ 9'-11 1/2' -- 2'-7' 5'-I1'_ -- 11'-6 1/2' = 3 13/16° d 1 HSS12X4X25 + H H J f H H 6 I/2' 0 1/41- typ I 4 ___ _ i 11 killp !1, 6'-4' 1 Gencor PL INSIDE OF 1 I��� 1 on Lunn HSS 12X4 I.. CL OF I H H I H —1 . . H GL BEAM I. L_s MOUNTING PLATE D MOUNTING PL INSTALL / _ 0 (2 REQUIRED) S 12%4X25 1 H H H H H i I O STAIR PLAN VIEW 1 O8'-6' — 11'-1' - 6' 2 6'— B.O. bean w a o pin) 1 70,,,, SMS-01A) MS018 Ro08Cisvis Ro08Clevis 1' 806800995 A - 12 TREADS @ 1' 7 11 TREADS@ 1' • —1.-3 1/2' I- -. 9'-11 1/2' 0 -.-4 1/8' `2 5/8'SHEATHING AND COVERING 12'-9" CLASSROOM 12'-9" CLASSROOM QI 2% NAILER 1__' M I J_-J C---:),,,: 21,_6' Illi I L � ® 6'-I 1/2' 12 GA SHEET(1) l q _J L- L __J -. 12 GA SHEET(11)REQ 12 RISERS @ 6-1/8 + 1 .._6 1/2' ® 1---' I - HSS12X4z2:yNEARSIDEE) -- j-- 1 , I 'I 6'J-0/2"T.O.RESTING - r -- �,'i i'" SP03 TTS-01I-TS-02 ® 12 GA SHEET(1)REQ 1'0 rod HSS12X4X25 TL -' HSS 12X4%.251FARSIDE) PL-32 HSS4X4 HSS12X4X _ - 25 I 6'-7 1/2' L__L__J J 13 RISERS @ 6-1/8 ‘1---'i'"--' SP-01 topl hole (--' 12 GASHEET(12)REQ L _J s _ 0'-0" MAIN ENTRANCE ;--- 12 GA SHEET II)REQ • - -2'-6" CLASSROOM -2'-6" CLASSROOM 11' GROUT ALLOWANCE Q 93 ' clevis w/ ‘111_1,1, /// O STAIR SECTION AT LANDING O STAIR ELEVATION WO pin - typ s-o SUSPENTION ROD (2 REQ) EPEES MEE TOLERANCE REVISION °ores: TRIPLETT WELLMAN sa:�' 34123 Cushman Rd SW _- Albany,OR 97321 D .z=1.030 A °:Imo', p PROJECT:TEMPETON ELEMENTARY SCHOOL PIN541-995-6158 DISCIPLINE -°-3.010 SHEET o N 3 Co D RAY NO:STAIR DETAILS Fexp 541-995-6159 JODI n 1.005 ICe: NyE:757sur 2cam a—mw..d.Y NNY.h3n�c.Dm 5 ° D RAWN BY.aDW Ce: BT. REV REVISION DATE Sr APP. CrosD Reslasid per WI 0117 'ME..GESS JOB.THIS DRAWING MOLL NOT BE DISCLOSED USED OR 1/An ''''''''''''''''''''''"Cr'"DN "23'°". H MO THIS DRAWING ISNOT TOSE USED FOR. FABRICATION T-) UNTIL APPROVED FOR LiONSITILODON. -e- MUST BE DESTROYED OR DELETED MT.APPROVAL PROS MO. °°N YNn,eEREP WITHOUT FOR CONSTRUCTION I I I I I I I 13'-10 5/16' - (-3 1/4' Ts-� 8 1/16' 6 7/16' 2,, HSS12x4x114 / HSS 2X4X.25 30'-1 1/2• I40210 [4 5/8• -1__ 3 1/4' s_o STAIR STRINGER 1/4 PL 1 1/4' (1 REQUIRED) } LJ 13'-7 7/16' 12 --CPL-04, 661 1/4PL 13'-10 5/16' I { I---3 1/4' 6'-1 1/2' 5'— 5'-5 3/4' I —5' 7 11/16' 6 7/16' / 4 5/16' HS512x4x114 18'-1 1/2' — 41110 ' — f--9 7/16' -os STAIR STRINGER —{ 12'-1 1/2' I 2 7/8' HSS12X4X.25 2 1/2' (1 REQUIRED) { 5' 13'-7 7/16' 2 7/8' 'I'--4.- I •I• 5'- 8x11/16'0 THRU HOLES 12 13'-8 9/16' HSS 12X4X.25 66 — 2 7/8' 6'-9 1/2' L FP - typ /HSS12x4x114 8 / —3 5/8' Hss,zxax.zs --I- 1 1/2' 1 I I I 13'-5 11/16' 1-3' 31'-3 3/4' 3 1/2• s_a STAIR STRINGER n ,/® s o I (2 REQUIRED) STRINGER ASSEMBLY •�� (1 REQUIRED) -i 3 1/2' 8 1/2' 10' 4x11/16'0 Y_2 CPL-01A • (� 6'-2 7/8' 4 PL 1/4 PL 12'-4 3/4' to C .`5'-10 3/4' C to C^ 6 of brackets 4 1/8' HSS12x4x1/4 \HSS12x4x114 I'-2 7/8' — H2 7/8' 'I 3 1/2' I` '` 6' •I END PLATE PL 1/4MOUNTING PLATE PL 1/4 3 3/4' L (2 REQUIRED)) (1 REQUIRED)) sSTAIR STIGEDR s_o STAIR STRINGER f3/4' (2 REQUIRED) � 3 � 7' 4 1/2' Q t 3 1/2' I r-1 I 1 0 1'-1 1/4' 4 1/2' L_a END PLATE(PL 1/4) a1 END PLATE(PL 1/41 1 typ > C n 2' (2 REQUIRED) (1 R QUIRED os 07/8' ID HSS 2X4X.25 30'-1 1/2' I ®, r4 5/8rpi' 1/4 PL - } 12 L-04 P L_o BENT PLAT(2 ER QUIRED)�PL 1/4) 6�1 /4 PL > 7/2-1- 6 1/4' 6'-1 1/2' 17'-10 1/16' 18'-1 1/2' ..------- -- 13'-5 1/16' 4'-5' > 12'-1 1/2' �2 1/2' + HSS12X4x.z5 ------------------------ L al----F �' 2 1/2', —/ I—/ 48 BR-24B 10 9/16. 90.0' I 12 HS® HSS 4X3 ✓ 1-3 1/2' 66HSS 12X4X.25 90.0' > l'-0 5/8' 6'-9 1/2' m 1'-1 1/2' i w , V F\ </ FP - typ 1 CD HSS 12X4X.25 6 1/2' 011/16' y/ 1 I 1/4 PL 1 1/2' {1 {f} I In _111111111. 31'-3 3/4' I --- 1--1 1/2' . 8 1/2' „• ® s_o STRINGER ASSEMBLY 10' (1 REQUIRED) MOTES. MOUNTING PLATE t(PL 1/4) TRIPLETT WELLMAN TOLERANCE A 02 S rvrnar scrvco� ,34123 Custuna9 Rd Sw U 1—L—)zE ;030 REVISIONA T (1 REQUIRED) Albany,OR 97321 =n DRAWING.STAIR j ;✓ Ph8541-995-6158 xx t 010 q co 3 tD ay.cow ELEMENTARY CHECKEDSv. sr.rzaaosis-rvEw y - i ' -- Faxk 541-995-6159 > =t�005 i4/ m www.t3oinc.cam S L°=k° s(n 0IrPi"lad➢E1f:PLNd•��'er?IDitla altos Enrt TrviAp u+ UWaiM Smreer wumvw Svsiem Yttft wAmarvEFOmE '"n""'"°'a`"°"""'°°' 1 FOR CONSTRUCTION I 7' 6'-4" �3/4' L —� �� rZl/4 typ l' -{ 7 0 N.o ANGLE CLIP(L 2-1/2X2X4) 8 ° ° ° ° ° o ° 0 ° ° ° 0 ° 0 ° ° ° ° ° ° ° 0 0 0 0 0 ° ° 0 ° ° ° o o ° ° 0 0 ° 0 0 ° ° ° 0 ° (2 REQU-1/2IRE1/D) 0 0 0 00 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 T 83.7° 96.3°1 /4' 1, 3J — s8 (HOLD) L 15/161/4•' 1'-0 3/4° } © TREAD PLATE(12 GA) (23 REQ) I I I _, - 01 1/4' I Rl 1/2°i1 x-01/4" - typ 1'--� 1- 83,7° d/ 0 i • \ - = 1 2" 6' 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 0 0 0 0 0 0 001 \ _i________ FP - typ > 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 o 0 0 0 0 0 0 ° °o °0 0 0 0 0 0 0 0 0 0 0 0 0 0 / 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, I I + ' ---4" 6' © RISER PLATE p12 GA) u (1fl Q) '04 0 SUPPORT TABR Q(PUIL RED)3/4) H h-3/4" 5/16 l - - 83.7° 01/4" - typ 1"—.1 1-.-- I A 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 0 �0 0 0 0 0 0 0 0 0 0 i i 8 15/16' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II I 2 1/2' L0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-i- i. � 1' _22 SUPPORT RACKET2, (B1 required) i 0END PLATE(PL 1/4) rj (4 REQUIRED) L P_o RISER PLATE(1Q)2 GA) PLATA1Q2 69.1° 96.3°1�3/4.,, 1� ---1 58' (HOLD) h. 1'-1 1/4' - © TOP FILLER PLATE E(12 GA) (1 REQ-NO HLES) 1i/ Am FP - typ 7" 1/4k 4/1111 1/4k i i 7 1/2" 1 6 1/2" 8" 1 1/2" F1 1/2' I I I I --1 1/2° `1 1/2' f iii 6 -1' A / 13/16" L o BOTTOM PLATE�(PL 1/2) } 40t6 7 1/2° I (2 R QUIRED) 8 3/8' 11' ;; / 4X 011/16" 6 1/2" 5/16> 8" 37.0° © MOUNTING PLATE�PL 3/8) 20.9° (2 R QUIRED) A9 _ ., I I ar, I.' 6X 013/16' Mr v I I 8' - v I 1 (i 1 typ 1. 9' 6z MOUNTING PLATE EPL 3/8 Mill �6z L-o SIDE PLATE PL 3/8) _zz SUPPORT BRACKET I I 3 1/2" (2 REQUIRED) ` • `' I I 1 (1 required) r —1 \i i 1=11 (4 REQUIRED) i NaCl I I v L J 55,3' BLOCK(HSS 4X3X5/16) til, SUPPORT BRACKET -24 SUPPORT BRACKET 0MOUNTING BLOCK(HSS 4X3X5/16) �y (2 REQUIRED) (1 REQUIRED) (1 REQUIRED) (2 REQUIRED) teC ET 9RE TOLERANCE REVISION TRIPLETTWELLMAN 34123 Cushman Rases D N x=:io A d N/ilba°y, 9]321 i P ROJECT:tFYETDN EtFNFxfARr5c�p0i. s r„,,,r„,,,SAI-99,5-6158 DISCIPLINE.>ot=t.010 SHEET. S W ?O D RAWING:STAIN DETAILS .esu=1.005 N <O F 541-995-6159 qq SCALP Se aF RAME:SxTsw Ramts~HEw.aq .hloma 5 Lon)° Y o SV.GDW LMECKED ST:ql AP, THIS IS AH MO DRAWING MO AS SUPPLIED ONLY MP AN TN.,ADDLE PDC, artRHiCwSI�"tRDcrlo`iT trn " Dn NEVI.. DATE. �� O-E1- Wall APPROVED FoR cars-men..COMES OF MO DRAWN° t wRRT�ARRROALFROMMO "°N.NDaENE�wDND FOR CONSTRUCTION L MA-1 L3X3X1/4 U2, 2'1 12 spaces @ 12' = 12' 7' - - 11 spaces @ 12' = 11' i'-1 3/4' • SP-04 ki 12GASHEET(1)REQ u 2' - typ iSP-01 u 12 GA SHEET(11)REQ N N ----- \ • U O o_ I • (TS-01) - HSS 12X4X.25 - + ` T.O. nose is 2' below T.U. stringer 4' to T.U. an leg + ♦ i\\__ .. SP-03 12 GA SHEET(1)REQ 3/16 3-12 AN-02 3/16 3-12 L21/2X21/2X1/4 II s_o STAIR TREAD ASSEMBLY a 2' - typ - cap plate V grind smooth aa, 1' - typ 1' - typ a o IA N 12 GA SHEET(12)REQ 1� i • ;� - 4 1/8' 4 5/8' r 111111-1"1— 2' - typ c \ ,-- . - , 6 1/8' / 2' 1' typ • I PP 1 8 1/4° - typ P-02 (L Jl 12GASHEET(1)REQ 1/4F E - 6 1/8" - typ OTREAD DETAIL 6'-4" overall 4" --7"— 6 spaces @ 9" = 4'-6" —7"-.- 4" f 6 1/8" 441111k _— __. ''Ill‘llr i 2'-^ /-9x3/8'0 — =2" I 1/81/1.5<tYP 1 11/2 - ♦ • ♦ o ♦ • o • - - it , f A- MOUNTING ANGLE(3x3x1/4) `f <tYP (1 EQUIRED) 1/8/1.5 l- J/ • FpCEg .,..r..�rated SHEET 912E TOLERANCE REVISION 0 TRIPLETT WELLMAN D t=:1 A M 1/4V 34123m,y,Cushman RdSW .2=2.030 Al9 341 OR 97321 0 PROJECT:TEw1ETTNEtEUExrARv SCHOOL _.. DI Phtl 541-995-6158 asclFulE xx-3-070 SHEET!, R CO P.9541-995-6199 `2' If) 0 005 SCALE:ORAVYTNDIF DETAILS:STAIR CADFILENAME:WBISWSWWt9--HEW... S �a_�e t Cl)o .h SY.GM gIf PoRCGN5RV11CNGNECIW09Y:DHDATE BY APP. TM IS AN 1.80 DRAvoINS MO i5 Su pcLiEc ONLy FOR AN ALOHOR..0 TH43,_El L,. ""' REPRODUCED.TOTALLY OR IN PART WITHOUT WRITTEN DONSEW FROM 11:30.THIS DRAWING IS NOT TOSE USED FOR FABRICATION . UNTIL APPROVED FOR CONSTRODTPDH CORES OF WHOMAFFRwkFRDNH,G °G�YNDTaENE WITHOUTFOR CONSTRUCTION ,`I I , —, _— — — -- — — - — — -- — — — — -- — 1'-1 3/4' 11 spaces @ 12' = 11' 7' 12 spaces @ 12' = 12' 2' [2' isilii %0000010fr, MI SP-04 Cu 12 GA SHEET(1)REQ i Zo II 2' — typ iu SP-01 12 GA SHEET(11)REQ au N v U c CL Ill CU TS 02 414461 T.O. nose Is 2' below T.O. stringer 44._„ k 4' to T.O. angle leg f } SP-03 4114 12 GA SHEET(1)REQ AN 02Z m L21l2X21l2X1l4 3/16 3-12 m cap plate , grind smooth / i� 1' — typ 1' typ 0 STAIR TREAD AS" MBLY II v 4 5/8' YP>1/8/1.5 9 2' — typ ml OI -1- .. ...i. ' glii U �� N SP-01 a I p i 4., 2' - yp 12 GA SHEET(12)REQ CU !I Ile lL JJ I 41,111— 2' 8 1/4' typ r PP 4 411 W ' 01/40. '-'4"IIIIIIIIIILi 1 6 1/8' 6 1/8' — typ J 2• f SP-02 Ili 12 GA SHEET(1)REQ OTREAD DETAIL 6 1/8' </1/ 4V 3 sides tYP1/8/1,5 —_---V typ 0.1/81/1.5 0 O — srvEErszE a�E�rv�E aevison NOTES TRIPLETT WELLMAN �' os ry Ito 34123Cushmav Rd SW D . A --.Ecr.rEMr�[iory DRAWING S sTAITA,L[= rn Albury1 aR-6121 $ami' Phq 541 995 6L58 xx +00 s SCALE FILE rvuaE.szes simrzwoa�s—rvsw.ew, '" '9 Faxwp h3o ncscom59 S L°--k5 "`YYY CPU �m� 9 rvorvrzao O�n.u...x. ..ham®l NM REP JOB TM\%G❑ O ��m FROM H30 THIS MAWING IS NOT TO BE USED FOR FABRICATION MEM MEM=M11111111 WAmENAPVu.ROM orvw.rvmaErvE wmo FOR CONSTRUCTION REVISED PER ARCHITECT'S REQUEST 0 C 8.6 20'-4' 21'-4' -- I I 30' -. - 1 TS-01 602. I 1-10 1/2' I Mal HSS 12X4X.25EA �I O 3'-1' between . i i1 1 I 11 •-602.• 3'-1' between I I I i I ': R w — ���������/\�.���AM����,i� �.AI ate! I I I ) —2' C to C T702 3'-7 1/8' _3'-7 1/8' HSS 12X4X.25 3'-7 1/8'_ _3'-7 1/8'_ / Column & wall 5'-3, _3'-8 1/16'_^ C to C 3'-7 /8' C to C 3'-7 1/8' C to C 3'-7 1/8' C to C I C to C C tol C J C to C C to C — I-1' 10 1/16' from grid , 3'-7 5/8' �3' 3 9/16' I E . _ 1 1 1 1 1 1 �-- Cill 3'-7 1/8' 3'-7 1/8' 3'-7 1/8'_1 3'-7 1/8' 3'-7 1/8' 3' 7 1/8' �: I_- C to C C to C C to C jJ '~ C to C C to C C to C r 3' 7 1/8' I 3' 7 1/8' 3'-7 1/8' 3' 7 /8' 3'-7 1/8' 3'-7 1/8' 1'-10 1/16' from grid C to C C to C C to C C to C C to C C to C —3 9/16' to C .-602. Mr 1 1 • AL1 n 1 OTES TRIPLETT WELLMAN SEE TOLERANCE .. E o N 31123 Cushman Rd SW Albany.OR97321D -s.�30 A i p PROJECT:TEMPLETON Phis SII.995.615A os •s,010 °CO By:•10Bow 2 co DETAILS •z"''' FaM,W1-995-6159 -a A05 R o Ch SCALE:1 id' qqnn��l ����¢y��� �r Tswow M h3ofnc.com S %x%LO- P v. •eeEee6R 17 a GDW— Axa+ aaac.utmaa...ue.rn. ..-.0 00w T � ^"°"""�'°"�°`w^ FOR CONSTRUCTION I V v v v `.- v v v v v `s./ v N/ v "/ v V Round 3 15/16' C to C - typ wooden hand rail HSS 2x1 top -IHSS 2x1 top others ---'1-1 1/2' - typ bar - typ \ —I )I-3 15/16' C to C typ REVISED PER ARCHITECT'S REQUEST bar - typ /- I d'xi' bracket ! r - typ —I, 1/2' - typ — r, 3'-7' 3'-7' I L 3' Wagner #S101 Saddle - typ FB 3/8x2 FB 3/8x2 i1I 2' typ typ 1' 3/161 typ J1 _ ' 1i- Block out g 2 1/2' - typ- — Core 2 1/2' - typ, I Block out-1I- Block out-1 A CD RAILING DETAIL A O RAILING DETAIL -.--\ 8 8.6 20'-4' 21'-4' III 1 w I 1 TEIF I 1 I —Sheathing pat W MrI 1 column/wal 0 g! ------ 0'-0" MAIN ENTRANCE i _______—`__11111114 --_ __�_�'II 11 4 7/8'— — 1' — 4' r 3 Core drill - typ - typ I I 2 Cli!! ----- -2'-6 1/2" B.O.Ramp 73'-7 1/8' C to C I C to C 9• �typ 3' 7 1/8'� 3'-7 1/8' 3' -7 1/8' 3'-7 1/8' , 3'-7 1/8' 3'-7 /8' C to C 3'-7 1/8' 3'-7 1/8' B.C. ramp to C of 4 1/8'— I C to C C to C C to C C to C C to C C to C A !Fps -B 9/16' 3'-7 5/8' — 2'-11 11/16' — 3' 7 1/8' I 3'-7 1/8' 1 3'-7 1/8' R I C to C C to C C to C 14'-6' (no podkets In this area - core drill for posts) 30'-1' (pockets In this area) I_ 1'-1 1/2' If between I NOTE! Base plates are designed to be 4' deep (from the high side I ED RAILING SECTION 1 - MAX) and posts will need to be cut to length and field welded. NOTES TRIPLETTWELLMAN +• ,1. r 34123 Cushman Rd SW Albany,OR 971 21 D .t 030 A o ""''ac'OOL 200 541-995.6158 0 6C PLNE t.01 0 m 00 i O E - Fan0541-995-6159 •x.005 SHEETS 0 tO 0 DRAWN ev.cow �PROJECT:TEMPLETON MI�ECKE: Star2oanla-nEwdwo w wh3o c.om S •}° �) .�1E waa=7.,., . a'°�. as E w• FOR CONSTRUCTION I -R1/8' - typ 1 li It li ii ii ll ii it li ii li ii ii ii it U ii li it it li ii HHHHHH li it ii it ii ii ii ii it li li li it ii ii N 2 1/2' ice- REVISED PER ARCHITE' T'S REQUEST 3/8'-I I- - I-1/2•j 1/2'- 0 -2 1/2' _� 14'-111' top bar (overall) CD SHAPE CUT (112 REQUIRED) 7'-6A' 87,7• 3'-11i' Bar 2'xl' (top bar) - typ 3E' - typ 4 \ -1 -1k' - typ I 1 2x3/8'D 1 m f I 3/4' Mill 7' 1 1/2' / ft :71. J 1'-7' - 1/2' -I I-3/8' a —2. r o -2 1/2'- + N I Q©- SHAPE CUT u J 4' - typ (20 REQUIRED) -' a N O a Aim BILL OF MATERIALS (7 87.6' ITEM QTY DESCRIPTION LENGTH DETAIL 1 Wagner#S101Saddb NOTE: 111111 _ BR-6 & 7 ship loose for field Installation. \ FB ex2' - typ I ILII IIII I 3E' bottom bar I-3'-6' bottom bar (between) - typ-- J I-2'-1q' bottom bar (overall) O 14'-1 ' (overall) '- -- • a CO o 2 1/4;)\ VI\II" o o 0n Co ;; o O © o o) 2 1/2' v 8' \ 62.' .. 6 1/2' 1 1/2'r \e ;" �- © MOUNTING BRACKET 1 1/2' ® , (12 REQUIRED) ® 2 1/2' v 2 1/2' IL 2 1/2'I 4 1/2' �� f 90' ` , W'....'''7.... 6' 62.9'---..1 - _ H.-62.9' I i II III I • • - MOUNTING BRACKET O R-1 MOUNTING BRACKET O MOUNTING BRACKET O (12 REQUIRED) o tN O (26 REQUIRED) O O� (24 REQUIRED) CO O 1-2 1/4'- 1 :1: ,I: 1 t „IT �: t ® 1 L' R- MOUNTING BRACKET1/4"PL) �0I 2 1/2' 2 1/2• 0 1111/ 2 1/2• :7- (22 REQUIRED) I I 1 84.2' + ` 84.2' 90- �-I I-� ` :: i R- MOUNTING BRACKET CI) MOUNTING BRACKET R- MOUNTING BRACKET (16 REQUIRED) (14 REQUIRED) (8 REQUIRED) NOTES: ^ , SHEET S.TOLERANCE REV epN TRIPLETT WELLMAN y' , 3'D 534123 Cushman Rd SW �t D N PROJECT TEMF�ETORE�EMErrtwvsanoc S Albany.OR 97321 D !::to A i� N z DRAWING EMPLETUARD ONELEMEM P65 541-995-6158 '.C'''E xx•s 010 SH—S N S S SCALE 14'•I, CAD F LE NAME.52S7 Star 2042319 NEWab —.1 - ;'- Faxk 541A95-6159 xxx•-? A to S� DRAWN ev.SAW CHECKED ev. wwwL3°ivcmm 5 [•.l2° Cn R.e•=W nc.T...M. xn„saHOReD T wRmEN ROVA:R:mO ''C'''''''PTwarom ( FOR CONSTRUCTION ao al) CID aD aD aD '• -i _i_ i_ i I� II II II II II II II II II II II II II II II II II II II II II II II II II II II I1 II II II II II II II II II II II II II I1 II II II II II II II II II II II II II II II 1 876, o : REVISED PER ARCHITECT'S REQUEST 1b' - typ— I— a _ i ` f Bar 2'x1' (top bar) - typ / 31' - typ :74 o / I co 1 V-7. I • 3 tYP Co / OA I 1100 R-2 4' typ +� >a ty >, I 1 > v S T +' / �— I .aN I I / > / 4' 171 o w d U u a T / 87,6' I {) iv T / ro > 311' I 7(�' bottom bar (overall) �� / 7 }1' bottom bar (overa(() _ typ�1 _ l > NRAIL SECTION / zO , 1 ;, IIIii it i' II it II II I' 0 ii II !! II !! I! ii !! 'I ;; li !! II II li !! I. !! T I. II 'I 0 / i 1 > MID — / 1 o 75 6 u' •,a W - 1111111111111111111111111 N a 85.2 -1 o > s DETAIL 2 1 DETAIL 3 i > O RAIL SECTION = 1. J\ ty i -( / -- —I---;C- I =_ I I C � - 3'-16' / > / / RAIL SECTION I / 3 J4.8'- / 3'-6}'2' bottom bar / (overall) typ J �-7 1' 3}�' OYES (.. -' 34123 Cushman Rd SW SCHOOL FA r Albany,OR 97321 ¢� Ph#541.995-618 HAVING:GUARD FL..er, ,7, �TnIcH 0": ste.awzis—°' ,19'y Fa,,113obac com9 ww,.L3oSnc.<om AUTHOR QED TH S H sm:,o nawaY m�,.. ■ q2 0 EI- \J -, o EH.PiEF..0m.,E F c'2:1 aE = FOR CONSTRUCTION I' Round Round Round wooden 4' C to C - typ wooden 4' C to C wooden l HSS 2x1 -top hand rail hand rail - typ hand rail typ (byHSS 2x1 -top (by bar - t othersothers) (by — I--1 1/2' - typ others) — 1-1 1/2' - typ [-1 1/2' - typ bar - typ uw �'xb' bracket d'x�' bracket I �'xb' bracket � ' - typ -- 1 L' YP L - typ L -I' i/2' typ —�' 1/2' - typ —I' 1/2' - typ 3' Wagner #5101 3' Wagner #5101 3' Wagner #SI01 Saddle - typ Saddle - typ Saddle - typ FB 3/8x2 2' 2' t2' typ ty42 p 3/161 2' 2' YPyp weld pickets weld pickets 21/2' typ / I III LL 11__________ 1—' FB 3/8x2 / to stringer @ n 11 a 1/4/ g n II 1/4/ to stringer @ 2 1/2' t - typ i u o % ® I 36' ❑.C. typ q i t II 36' O.C. tYP typ 1 M II 9' - typ—I I- 7' - typ--, II II i II 1,—e I A N q 1'-1 1/4' Iii iI.I.I.I�' I i li II Ci) RAILING DETAIL 3' - typ1 `C - at nose - typ 3 RAILING DETAIL RAILING DETAILREVISED PER ARCHITECT'S REQUEST 1 1/2' - typ CD 0 8CD 20'-4' 21'-4' 4'--I --4'-0 3/16' 4' C -to C 4' C to C— — —2'-8' C to C -- I-3 13/16' between 2'-8' C to 4— — 4' C to C 4' C to C I 4' C to C •I —4 3/16' 1 —3'-4'--18'— — 2'-8' C to C 1 AIL 0 / - I I I wr / I 3'-7. 1 12'9" CLASSROOM W "i=" \ gh Mir - -J� L._� / I L_—J / 6'-7-1/2" T.O.RESTING/ 1! /-----— I =-/' ,...--;-:=2- _ _-_ I ,,„___. 'All_ zzr,..,==,- -„4,---- ". 727 "CIF .401: T ---------- ------ ---- --- 3 i' --- ----- -- _‘p 0'-0" MAIN ENTRANCE I I No post In this pocket 0 I Pm -2'-6 1/2" B.O.Ramp 2'-0 13/16'— Re mm — —1'-6 5/16' -602 1'-3 7/8' 16'-0 1/4' 3'-7 1/8' I 3'-7 1/8' —3'-7 1/8' 8 9/16'— — 1 C to C 3'-7 /8' C to C 3'-7 1/8' _ C to C 3'-7 1/8'_ 1'-1 1/2' C to� C C to C C to C `3'-7 1/8' — O RAILING SECTION C to C NOTE, Base plates are designed to be 4' deep (from the high side MAX) and posts will need to be cut to length and field welded, WITS 1111111.11F NIIIIIPF 11111V 111111111PF-1 IIIIIV I \ /F S�EE,sff.°EPaNCAEEsoN — ""'-- A S 34123 Cushman Rd 5W D 1;:t3.° A r o N P534.OR-6121 t 410—m RI 1 O P1440,TEMPLE-ON^ELEMENT/4,410C, F Fh,54599-6115 os ry N 3 °v.c°w �MlCHEOIEo ave sa.z wzz�a—rvEway Fax,,E0,5.,,,, •2.005 �� �� wwwh3of°c.cox, S „[°.3° o CO w RFVEDN M, 9 707EF No .°X;a40aa 4018 O.PP. ENaff° ,. REPRODUCED,OTAL,OR N PART W MHO,W.-FEN CONSENT Q ° wamE^pp�^a ,� �aM^.a.aE^E w"a ( FOR CONSTRUCTION II II II H 11 / •/ I CLDC D ID CIDO 0 .o REVISED PER ARCHITECT'S REQUEST a o 1 1 -] —1b' - typ o° ii0 MID 1.11 0 -411114 31.8' 3' 6 ' between T 12 . 3t�' - tYP I 12 J 1,-7 66 11' 0 '4e'r I 852• .p6r ■ J 4' - typ .2tii 5\de 6 111 1 BR-3 I 3 q' I BR-3 - typ 63' +, I in 0 a 31.8' 85.2' F2'-1 N I 14' bottom bar (overall) 3'-6k bottom bar (overall) - typ H'x2' - typ typ ORAIL SECTION . II SHL II II I 2D (S•J am MCP0 7 in 1mo in a� I _ r 1 i - d ® _ > - _ O - - CO al I _ I 3' 6' between typ a' a° - s wr Bar 2'x1' <top bar) - typ DETAIL 2 � DETAIL 3 85.2' O RAIL SECTION l I is I a I 1 BR-3 - typ I v 3 +• I w SI a T 3'-1i' m 3'-3' I. N O CL I M 1'-3M' bottom bar ,overall) 3'-6f2' bottom bar coverall) - t O RAIL SECTION YP °LE'.' PIII DRAWN BY GDW CHECKED BY OH G, • eV HI.P. ili6 6 AN K30 UAW,.ANO 6 SUPPLED ON,FOR PII A LT..p:Ep TN•.ANGLE PROS. i AMM °, I .„ FOR CONSTRUCTION CO 0 8.6 20'-4' 21'-4'I I • 30' I . 1 602. C7S-07) 1-10 1/2' .---it _I 2_ 4ary• HSS 12X4X.25 A «(f1+ _X 0 1 1 IT • ' I 3'-1' bI etween , . I• . • II 1 I I . 6'-4' .--- — --- -------- •, • • _ ___ _ _-_,__ _ _, i I . ' , a , i I .-602.• 3'-1' between ' I I r- . . a , I —r— ... k 1 I I 1-t. . . .f.---.-.-- -. . . . .Ic =s--' • • • 11l1111. 1'1. 11 . 1111 MN= lit . I i s dilli.II. AIM.AIM.All\Alla.AIM.AIM./Mk AIM.A11111.AI b.AIM, 411111.All b.AIIII h.AIM.41111"..11111,All Ilk .411,101114.1111ti I I 711:117 — —2' C to C TS-02 1/8' 1/8' 1/8'' 3-7 3'-7 HSS12X4X.25 3'-7 3'-7 1/8' — C to C _ 53 3'-8 1/16' 3'-7 /8' 3'-7 1/8' 3'-7 1/8' I id Column & wall '- ' C to C C to C C to C I 3'-7 5/8' r3'-3 9/16' & -,. — C to C C tol C E C to C C to C — rom gr "A== Mil IM I=M — ' ' 1 _.._3'-7 1/8' 1 3'-7 1/8' 3'-7 1/8' 3'-7 1/8' C to C 1 I 3'-7 1/8' C to C 3'-71/8' C to C 3'-7 1/8' C to C — _3'-71/8'_ C to C _3'-7 1/8' C to C 3'-7 ys' c to c C to C 3'-7 1/8' C to C I— C to C 1 3'-7 1/8' C to C 1— C to C _..1 = I-1/-10 1/16' from grid --1 —3 9/16' to C I 1 1 --602. 111 nALI a A - Pt 1 I 1 SWEET SEE TOLERANCE REAL ION NOTES: TRIPLETT WELLMAN 3.i. 1. .-- .-, 34123 Cushman Rd SW D II•*ie A . -:'. ',, ',,, 1Iban OR 97321 .x••.030 PROECT.TEMPLETON ELEMENTARY SCI1001- ..'.2, f Fax 541-995-6158DGFLIE q(NJ 3 C9 1 610 SHOET* DRAW 0.RALNG DETAAS ..i'. " Fax3 541-995-6159 ..x•t.005 SCALE:IAD•MT CAD F LE NAME:SDAI Dar 2 cw.ls—ww.a.g ?Lo g cf) .1.,13oinc.com S L°. DRAWN BY:GDW °NECKED ET OH ,.'.,i‘J,. 0,FOR CONSTRUCTION ASIDSID D. DemICADADAM TOTALLY OR NPARI WAWM/I D241121.0.0.1 €1I.YE} ReP Mrhuled ow.BAIA A AN 2221Aut AMA,9 GOW FRON MO THE DRAW NO 6 NOT TO aL°DLO FOR FADDLAI ON UN.APPROVED ACP 00101AUCI ON COALS or MEDALS/MD MUST SE DESTRO.°OR DELA.°NO WV MT BA KS,W PON FOR CONSTRUCTION I WRITTEN APPROVAL DIA011,0 v v v v v v v v v v v v v v v v v Round 3 15/16' C to C - typ wooden hand rail HSS 2x1 top r3 15/16' C to C typHSS 2x1 top (by bar - typ bar - typ others) — I-1 1/2' - typ - II_ ?xi' bracket - tYP - I L - II _I' 1/2' typ 3'-7' 3'-7' L 3' Wagner #S101 Saddle - typ FB 3/8x2 FB 3/8x2 typ i1I 2�_ `, -1-- Block out r 2 1/2' typ� _ Core drill 2 1/2' typ� 1 Block outH �— Block out--I �-- p 1ED RAILING DETAIL o (-.D RAILING DETAIL 8 a) 20'-4' 21'-4' I I , ARO - II I I I 0 Alli 41111 .....„-- -Sheathing pt -1231" p p I I column/wal IX TYP =________ 0'0" MAIN ENTRANCE l i =________MN _'_____ _ _=__- Z-7 ‘11----- 1 I 1 �_ ___ - ----- --_-- I 4 7/8'— -- 1' 4' BM 1 3' 3' 7 1/8' Core drill - typ 3'-7 1/8' �r - tYP‘11! ----- I I 2 2'61/2" B.O.Ramp — Ctoc � — CtaC r 9' - typ _ _3' 7 1/8' f I 3'-7 1/8' 3' 7 1/8' 3'-7 1/8' 3'-7 /8' C to C 3'-7 1/8' 3'-7 1/8' B.C. ramp to C of 41/8'— 1_73'-7 CtoC C -to CtoC CtoC CtoC CtoC Ir 'post -89/16' 3'-7 5/8' -- 2' 11 11/16' — _3'-7 1/8' I `3'-7 1/8' 3'-7 1/8' CtoC CtoC CtoC 14'-6' (no pokets In this area - core drill for posts) 30'-1' (pockets In this area) hr-1 1/2' between 1 I NOTE' Base plates are designed to be 4' deep (from the high side I RAILING SECTION 1 - MAX) and posts will need to be cut to length and field welded. NOES /\./ / / / / / / / / \./ / J / /���/ / / / / /�/�/�/�/�/\/�/\��/���/���/�/�� -�.. ,.w..; 5H sff TOLERANCEAEVsor, TRIPLETTWELLMAN *34123 Cushman Rd SW °�D� }•' A A16my,OR 9'/321 ••t 010 SHEET m CO Y p Pa 541-995-6158 cv� er.cow MEALS �lcnEcrcEo ev. surxaai°�uEw4.n ,...5 Nax/t541995-6159 .3 •t 005 Rho g� 99 wwL3°iucmm s „„L°�+]° C/7 REV PE.. NOTE PROF '''''" �eaoceeou '':::'''' arz'''7 av r eEo ice_/ FOR CONSTRUCTION I — R1/8' - typ i ii ii ii ii ii ii II ii ii it ii ii ii ii it II ii ii II Il ii lI ii ii ii ii ii ii ii H ii II it ii ii ii ii ii ii ii ii ii i3 2 1/2' 3/8''1 I` _ -1/2'j 1/2'.1 —2 1/2' _� SHAPE CUT 14'-11I 11'-1}}' 87.7' 3'-114' Bar 2'xl' (top bar) - typ 4 ' 3E' - typ \ —I —1i' - typ + 2x3/8'0 IN 1 1 3/4' it, 7' 1 1/2' .. J1 1'-7' — 1/2' ---I L--3/8' o.>, 2' —2 1/2'— o. 1 T + N v t\ SHAPE CUT t- 4' - typ (20 REQUIRED) i n N O a ih BILL OF MATERIALS m 87.6' ITEM QTY DESCRIPTION LENGTH DETAIL. \ 1 Wagner#5101 Saddle NOTE I — BR-6 & 7 ship loose for field Installation. � FB �'x2' - typ I I ' bottom bar (between) - t �I h-2'-11h' bottom bar (overall) 410 I 'I 1 I' 13}�' bottom bar f 3'-6� YP 14'-111' (overall) 0 -- . , C0 #0 2 1/4";-\\ - ... VAN 00 O 0 ,:C 0 O © 00 (--- x1/2' Iliav 8, 62.' . ° 6 1/2' 1 1/2•� MOUNTING BRACKET ' — ast 1 1/2' (12 REQUIRED) 1 ® fI 2 1�2' v �2' 2 1/2' 4132\--)., I41/2' 0 <4;1.1 � Y 90' ` 6' 62.9'..H _ _ I 62.9• ILII ill I - 0 - MOUNTING BRACKET O MOUNTING BRACKET OMOUNTING BRACKET O (12 REQUIRED) O tN O (26 REQUIRED) o �y o) (24 REQUIRED) o :� o 1-2 1/4'— ��- -'a�'a.., East R- � .... L MOUNTING BRACKET CI/4"PL) V01 2 1/2• 2 1/2• 672 1/2' a g'' (22REQUIRED) 1 III 84,2' 84.2' 90' ....\_.__I 1---- ` �` i 0 MOUNTING BRACKET R MOUNTING BRACKET H MOUNTING BRACKET (16 REQUIRED) (14 REQUIRED) (8 REQUIRED) NOTES: SHEET S. REV 6 ON TRIPLETTWELLMANi • i..-�' 341z3CushmanC4SW D *-.40;0 �` ELEMENTARY uiaoL Albany,0129]321 oc„ 6.0310 5 i o 00 }'O ev.Gow L DErA IcNEcxEo eve sa.zwzais '.,_.. Pb#5411995-615 �• N 3 RAW,.GUARD mow- Fax#41 9995-6159 ..005 J A C 9 wwhoofnc.com S xxxL' 3' I%) Ft v. 9 F. v '' j'ANGLE'''' Nm "'F'ITLaoa.mw 4mns w . CI wamENAPP�^ AN°NA.Nor°E''="" I FOR CONSTRUCTION I "> i T T T T T T ! I! !! i! ii I! U !I iI ii ° ii U !! i! it ;I iiII I! !! I! H !! iii iu II II U !i i! !! ii ii !I II !I I! !! !! II I! !! I! iI U iI !I !I !! ii !i !! jI II !! !! I \ o 87,6' N i° lb' - typ— f- `t • o won i <I Bar 2'x1' (top bar) - typ T 1 / 3}15• - typ o tilw %, �� l'-7' L 1 3A' - typ 1 T m/ 1 CU 3 0. #R-2 > 4' typ L s 1 tyC o. T / 1 M N Cl N > o T ° o. 1 u a T 87.6' tT io � > iv I 3 > \ �. 1• \// 711' bottom bar (overall) , r��3'-6 ' bottom \ , FB �'x2' - typ bar (overall) - typal > 10 RAIL SECTION > !I !! !i ii !i ii ii ii ii ii a ii ii ii ii ii ii ii ii ii !! !! is ii ii ii ii ii ii it ii ii !! ii ii !I ii > CO I.07 C 7o.-00L N In O _ a _ ! 1 s i a 85.2' M 2 DETAIL 2 DETAIL 3 ORAIL SECTION , --- --- --- -- --- -- #R-2 Ttyd -- - — z===L== r== ===T=== _ ° 3'-1i'r------------- ORAIL SECTION _ 4.8*- ` 3'-6f' bottom bar (overall) - tyP�1 1'-3}�'-i o,Es, . -W SHEETS.TOLERANCE11.61,11.61, M S ms's34123 Cushman Rd SW D Albany OR 97321 GPL .6',GE 5 o N }'O �MOOL x., PDX 541995-6159 os ry t.005 „ * g'N 0 O °v.cow �DE,.c CAD NAME 5.37 nava 442319-NEW.dap Fax#541.99Y6159 ' t ch WoOLOainc 1.995.cam S xxXL9A a') Q PAWN 904.E"�° .„�., 4 Rw moo, JOE,THE 011AWNO SEGEL.T BE 0.E.E6 USED. HE E AN WO ORAWN6/WS 6 SUPPE...FON A0 .a . MUST EE DASTROTED OEWRITTEN APPROVAL MO °°".„o.aE W'a FOR CONSTRUCTION I ' RoundRound Round wooden 4' C to C - typ wooden 4' C to C wooden HSS 2x1 top hand roil hand rail - typ hand rail bar - typ Cloy HSS 2x1 top <by <bY others) �1 1/2' - typ bar - typ others) — 1-1 1/2' - typ others) — �1 1/2' - typ d'xi' bracket a'x ' bracket I d'xb' bracket . J - typ -_I I -- L typ • `L - typ —I'Ih/2 ' - typ —1,11111/2' - typ —I, 1/2' - typ 3'-7' �► ::1 I :: 3'-7' LI I3'-7' L 3' Wagner #5101 3' Wagner #5101 3' Wagner #5101 Saddle - typ Saddle - typ Saddle - typ FB 3/8x2 2' 2' typ 2' t - �� 3/16rtyp 2 1/2' typ3/8x2 `2. yp weld pickets L� YP weld pickets FB \ III to stringer @ \ • 9 n to stringer @ typ ii ii a a e ' 1/4� 36' O.C. typ �I ii p 1/4w' 36' ❑.C. typ 2 1/2' - t2 n M o o II 11 p 9' - typ----I I— 7' - typ—I F____,_ I I I u i 1' 1' �� li ± 1'-1 1/4' ili \IMIMNM I ■ %i\ii L O RAILING DETAIL 3' - ty i, \ ` - at nose - typ O RAILING DETAIL -1 1/2' - typJ-' RAILING DETAIL 0 8 8.6 20'-4' 21'-4' 4.-1 —4'-0 3/16' 4' C to C 4' C to C -- —2'-8' C to C — 1-3 13/16' between 2'-8' C to 4— — - 4' C to C 4' C to C 4' C to C 1 —4 3/16' — —3'-4' 18'— — —2'-8' C to C I 1 � / 1 ilk / I 3'-7' I /�, 1 Wi_1)---_ 12'-9" CLASSROOM I \ Mk / r �' Lir MI I I a ., /i-_ /_: t / I ��� I /,� — — -Y' L---J • ,ii /;S _—J —irill_l_! --- 6'-7-1/2" T.O.RESTING l F- 4t _ 1 �� �, ..,.- ,„,--/� �' fin/ L.__1 ,..- . �0 17 .....,,,..„ moi -= _ --- t / —� -------Wa— - ------------- _ 0-0" MAIN ENTRANCE ,�J �� I ______________'_--- I No post In this pocket - 2'6 1/2" B.O.Ramp 2'-0 13/16'— 6Am. •11"........"•••••••••••............. Wil_ —1'-6 5/16' I 3'-7 1/8' _ ____3'-7 1/8' 8 9/16'— — 11' 3 7/8' 6'-0 1/4' C to C _ 3'-7 /8' C to C 3'-7 1/8' C to C 3'-7 1/8'__ 1' 1 1/2' C to� C C to C C to C 3'-7 1/8'_ O RAILING SECTION C to C NOTES Base plates are designed to be 4' deep <from the high side MAX) and posts will need to be cut to length and field welded. NOTES: WWWW_W----1411111.FWWW_111111.rW11111.11r-_V E .. SHEET S.TOLE. "E9No" i E ' 5. iI!I 9 .x...6.005 F N , ay.cmv IcHEcxED er. �. wwwL3onc.mm Cn "a.an, �w,s WHITTEN APPROVAL MON H. 99 v 9.aE mw. I FOR CONSTRUCTION I E-1' O C v a p n yze —1i• _ typ o o v CO SE cia MO 31.8' 3' 6 ' between 12 • 3 typ 12 J 1'-7' 66 I1 erapl COJ 85.2' a 1 \ 5\de p J 4' - typ BR-3 3,A' BR-3 - typ 63' +, I N 0 a 85,2 . 31,6' �- M ' 7 N 2'-11a' bottom bar (overall) \ �'--3'-6}E' bottom bar (overall) FB ext' - typ - typ ORAIL SECTION to 1 1i r.o o _ 1 _ 7 v I 3'-6' between typ 1 iu N - _ s Bar 2'x1' (top bar) - typ DETAIL 2 \ 0 RAIL SECTION , DETAIL 3 85.2 , a I •a 1 BR-3 - typ .o c w m s s+' I a I T 1 ih 4, 3'-3a. 3'_16' N O O. 0 I .61 1'-3 ' bottom bar overall) t 3'-6/.2' bottom bar (overall) - typ - O RAIL SECTION •Es. TR• E 1 EL 1 r N P—",\ L. In PROJECT:TEMPLETON ELEMENTARY ,.- Nbauy,OR 9T321 MCP,. ••030 z N o N Aft 541.995.6158 010 5 m Cn 1 S5 BY:cow DRAW NO:GUARD �oEr OF LE NAME:5287 CHECEo Star 2 anis—NEw,co " µax#541-9956159 D6 •t 005 SHEET* R g ..2w13oinc.com S xxxL°.i2 o . FlEvuos R V DRAWN pwi.anaio O:a tAr ra Hoaffo ANGLE . 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U r 400010.11111/11..°': .a - 11}" bottom bar (overall) po1 I76,5° # . \, N d 76.5° .,„. / FB 'x2' - - typ - O\\1 Jet Co 3, a a tip tom a N= ,OV p 4ox' 2' g� n4 ' m m "5 -41 101-0 —4b" — typ - - 2/S-602.8 4" typ .. 2/S-602.7 s. J ORAIL SECTION _ 2/S 602,6 4�. O RAIL SECTION 76.5° NOTES: ,r°.,rate3 TRIPLETT WELLMAN I ( ( 34123 Cushman Rd SR DISCIPLINE X( TOLERANCE "EVN N o CO CO ELEMENTARY ( I\ Albany,OF.97321 D x=1.030 A :N N DETAILSPROJECT.TEMPLETON Hvi541-995.6158 xx-t.010 000 O DRAWING wac=1.005 3 xroa°;°HEaa°ay. SI.Y°smi'-xex.en Faze 541-995.6159 0 1y'y www.h3minc.com 5 L°_ ° o w REV.10.1 DATE S,xay. W*FOR°°MExHI.x°X MONO °H m°. �°JOS.THIS DRAWING SHALL HOT BE DISCLOSE,USED OR TN., °L�. REPRODUCED.TOTALLY OR IN PART WITHOUT VVPITTEN CONSENT MIST BE DE i num°.DELETED ONO WIRIER APPROVAL N.0. 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Cushman R4 sw D C G g ,may Albany,OR 97321 5 co 5 y- PROJECT:TEMPLE'TON ELEMENTARY SCHOOL PhIl S41.995-6158 OISCIPLME SI5ETM (N, § N DRAWING:Guam RAIL DETML9 FUM 541-995-6159 $ o ''IN SCALE:NONE CAD FILE NAM5287-TEMPELTON ELEMENTARY w,N,M,� )OF 9 i V DRAWN BY:DAN GILL I E:CHECKED BY:DON HILL inc .com REV REVISION DATE BY APP.NIS ReM11000.4114 MP a SUPPLED ONLY MAN/MOWED.011,49 THIRD ANGLE PROD. TOLERANCE A INITIAL RELEASE 387019 DG DH Iva �_ v EXP' .vx=2.010' L-=x. B REVISED PER CUSTOMER REVIEW 3/12/2019 DG OH p = .030 Mx=2.005 C STR-1.28 STR-3.2 STRINGERS AS SHOWN=BRIM DG OH 0 PRELIMINARY E ONn WYNm9E"EM11111LV1 F WRITTEN APPRWJi Menem sc. tl • 11 ---- 01177:1117-111-1-11- hhii iiVhh � hlhh_ � 1hJ8 rn n n n n 1 II B B ha Ill l I1II I.l 1 1 711 B3YM BBYM L L___1 J i �I L+1 1.1 ` PLi1 ©•...•...E.. .,, 1,0 I ;1011 ; ..D0, ,.,11,,oI I:D . . . ,9D.. . . .,.,D1 111®hh D . . . , . ,D o 0, --------------------------------- - — — GUARD RAIL-FIRST FLOOR GUARD RAIL-FIRST FLOOR SECTION s(..1.8,1) ELEVATION VIEW 7 1.4 FB 1"x2"A36 10'-4" _ 11" 7-5 2"__ ' 10-4" _ 10'-4" 10'-4" --1%" 5 3 w s n 1%" 1/z" 11 1A 1/3"-- 2'-10%" 3'-5% --___j--2'-105 —1 �'—'3-2n 3-2" -" 11" - -L1�" 11� A-, �I R FBS"x2"A36 .11 N N L __ -H_ T,O.BRICKj - H I } a J J J 1 J 1 CR TT --- ' -- -- -- T.O.CONCRETE m i A-' WALL � 3/16I 1 I , PRE INSTALLED -- __. _... _._... _.__....._ GUARD RAIL-FIRST FLOOR ELEVATION VIEW SECTION A-A Cr) FB 1"x2"A36 � • ---T-E 4'-0"TYP 0-.-1 _ (9 L___J W /"x6/"x9" } -rE BASE PLATE 811.66"PIPE 1A" -� o in `-- (4)0%"x3" TITER OHD HANDRAIL •MIN or `n dr Ii o iIh p 3/16 ` ��---�'�^^ _ i N FB�wx2n A36 .. .. cr. 3/16 N i7 4' _ ----- --- STAGE LEVEL 2'-0" " 1 1%"- %"xX"BAR 21 _._-w.-- =C BENT fz ' >c 1 11 1 ! _;C D SECTION D-D DETAIL E 1__ — 4.8° N l_----— I_._.._ _..... _..__ --- 1------- - ..-----------...__.. --- MAIN ENTRY --- -- - -- SECTION C-C - LEVEL 0'-0" SECTION B-B LEFT 8 RIGHT HANDRAIL NOTES, TRIPLETT WELLMAN ^ Incorporated SHEETSIE REVISION -ALL EXPOSED STEEL TO BE AESS.PAINT HPC-3 TYP. 34 Al ny,CusORv73 1 D DOD a CV _ PEA 54,ox9nzl -' 00 B PROJECT:TEMPLET.ELEMENTARY SCHOOL PEA 541-995-6158 DISCIPLINE SHEET It (V § N DRAWING:GUARD MIL DETAILS FD0I1541-995-6159 (9 SCALE:NIXIE I CAD RENAME:SRT-TEMPELTON ElEMEMARY www.h3oinc.com 8 OF 9 (•7 _RAWLS,DAN GILL OIECNEDBY:DON HILL REV REVISION THIRD ANGLE PRODTOLERANCE INF.RELEASE 3/02019 OG _CIX3oe 3.00' L•_V. B REVISED PER CUSTOMER REVIEW 32211019 OG OH x-3.03°zrx-30°5 ---SII F SIR-1245TRa232 3TRINGEft3 AS SHOWN 13019 DO OH,ORGAN *MOWMOW BE DESTROGO OR m mN."=T.R"MRo PRELIMINARY Eillift III NM 1 � � I J.8 3" 27'-0"RAMP 10'-4"LANDING 2T-0"RAMP 12'-0"LANDING — -- — --- — — — — • — — I HAND FIRST FLOOR A I' A A ->T ... ... .. 'T —__— SECTIOND(J.8,31A ri) I _ I 4 I � - - - - - - - n � - - - - - - - - - - - - ASYM i ASYM ASYM ASYM - - ----------- --------- I _ ----® HANDRAIL-FIRST FLOOR PLAN VIEW 27'-0" -_..-10'-4" 27,_0" I — I F___________------- _. _ __ - ..._� .,,LIBRARY&CLASSROOM-2'-6" _— I —_ — — — — CLASSROOM LEVEL-4,_9„ GYM&CLASSROOM-T-O" HANDRAIL-FIRST FLOOR ELEVATION VIEW 1'-0" 27'-0" 3'-10%"TYP , „ FB 1"x2"A36 D '11 "Ira. I_ i 1 o CO 1-.11- i 14'x612" x9" c L BASE PLATE 01.66"PIPE(4x3Nii z, 4FB'/,"x2"A36 `4" BENT 2I SECTION GC DETAIL D 4.6' 2 I -.— .— N SECTION B-B SECTION A-A LEFT 8 RIGHT HANDRAIL NOTES -ALL EXPOSED STEEL TO BE AESS.PAINT HPC-3 TYP. TRIPLETT WELLMAN Incorporated SHEETSIPE REVISION o CO 34I23 4123 Cushman Rd SW D C i h Albany,OR 97321 2 LL PROJECT:TEMPLET.ELEMENTARY SCHOOL Phk 541-995-615tl DISCIPLINE SHFETM q N ; N SCALE NONE RUL DETAILS EBBS 541-995-6159 g 35 Et SCALE NONE CAO FILE NAME:4B]-TEMPELTON EfEMENTMY 9 OF 9 DRAWN BY:DAPI GILL CHECIa=O BY:OON HILL w9rW.h3oinc.corn REV REVISION OATS BY APP.1X591,30 OAYN5199 n1PBEOPIL,WAY.10111 aJ'Ja.Ma9 THIRD ANGLE PM TOLERANCE A INITIPJ,RELEASE 0500110009 nu vn �.=iia' _t.0/0' L._�. B REVISED PER CUSTOMER REVIEW 2/2019 DO DH P 2.030.).x-5.006 C STR-I 23STR-32 STRINGERS AS SHOWN 3120/2019 DO,OH 0 x I E 209 a]aa1.a19P1Naa0IR PRELIMINARY F VW.*PROWL Txwaa09C , „ Triplett Submittal Stamp Page Wellman CONTRACTORS Pipe and Tube Railings General Contractor Stamp: EIED [► Project Name TriplettAPR 3 0 2019 Templeton Elementary School Wellman CITY OF TIGARD El REVIEWED ❑REJECTED BUILDING IIS ION 0 MAKE CORRECTIONS 0 NOT REVIEWED BY May Nguyen DATE 4/24/2019 SUBMITTAL# 055213-003 SPEC 055213 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 ❑ Revise&Resubmit ❑ Make Corrections Noted ❑ Rejected ❑ 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: , FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting inf. ation. 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 proje :'. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMEN = 4 Tr •n ' a smittal Letter T I G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • ww.tigard-or.gov TO: CA `1 to 1 It t rd D E RECEIVED: DEPT: BUILDING DIVISION RECEIVED APR 302019 FROM: May 11 rl v ph) CITY OF�TIGARD J BUILDING DIVISION COMPANY: f(1 rka t W 01 in )i PHONE: .0- ,1 1% 2— utgS By: J )1 RE: 1500 SW YYIVrcb4 cit. &alt.)i�lX 3c;%(Site Address) Number) TOM 0i1oi' El tiv.ei -aiy 5GI/ , %, (Project name or subdivision name an... �u s�`� ATTACHED ARE THE FOLLOWING ITE *- Copies: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. -,/ Other(explain): cle fe a e4 hw,',no, REMARKS: pt a A. j vb P. You l [e 9c> ' V Glu,ctilo(1 2 i V)1) . O 0 FOR OFFICE USE ONLY Rou to Permit Technician: D te: \<-- -7 e ) ej Initials: 11 Fees Due: Yes ❑ No ree Description: Amount Due: J A r 0,,h ►'e-Vyw $ 9Q $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions 061316.doc