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Plans (113) Pacifi umber _ 20" OPEN WEB LAYOUT W ,4C NOTES: & TRUSS COMPANYfr @ 19.2 I I 0.C. "ALL BEAM SIZES PER ARCHITECTIENGINEER Z W Q 10515 SW ALLEN BLVD. "SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Z w D B5 SW ON, OR I `REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING W U CO (506) 858-9663 Scale: 1/4 = 11-0" on 24x36 sheet REQUIREMENTS W 1 MOVE JOISTS +1- 4" TO AVOID PLUMBING z o wT. PLI8-401 CUSTOMER: POLYGON V d N SHADED LOCATIONS ON LAYOUT REPRESENT HVAC RUNS. LEVEL: UPPER PLAN B: Q 0 O PAGE i'1 OF 1 PLAN NAME:RIVER TERRACE SWIM CENTER DESIGNER:KAMI HENDERSON LOT# 0 CC DESIGN DATE: 11129/18 SQ FT: 0- PAC.LBR.REV. PAC.LBR.REV.2/6/19 KLH ARCH PLAN DATE: 11/27118v a o• 2 _a •c PAC.LBR.REV. ENG.PLAN DATE: 72 y y o c 1e 0 • drEtm„„ PAC.LBR.REV. REV. r.c a?�o c a 8 c c o a.c a d m— ,NDA'11MIAMIMMIMMION 411111101/0111101111. 4890990. �a 1 ac y>`.n=e�E cuo 0.,o5u 3asor 0era3tt8E.N=SS R,• T" O T:> UPPER LEVEL Products PIotID Length Product Plies Net Qty m c_E•••a m o o g B1 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 w o-E m m` U c rn -1aVo -d5om B2 16-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 g m a c-,_„m.p d s 83 20-00-00 1.5 RigidLam LVL 1-3/4 X 20 2 2 E`=' 2 n o 2` Ua�dE• �'° B4 18-00-00 1.5 RigidLam LVL 1-3/4 X 20 2 2 a W § _•=•J a.0,-0.'0`o n7 a m a B5 14-00-00 BBO2 1 1 R1 B6 12-00-00 1.5 RigidLam LVL 13/4 X 20 2 2 • • ® • • •0_o`.a a a` • q o v v v • • v ea, v x s • v ■ v AI c.Ta m t«°:a l7e B7 8-00-00 3-1/2 x 9-1/2 BIG BEAM 1 2 f III iiadEe?'aoco �pu III m3�Ev -c-oo B8 4-00-00 3-1/2 x 9-1/2 BIG BEAM 1 1 $ U BK1 —_ __ III ~J¢ 'aE o R1 20-00-00 1-3/4 X 20 LVL RIM 1 5 -°—�— "�L�I>P587 . .N — °�to..d u I — — — N _ R2 20-00-00 1-3/4 X 20 LVL RIM 2 5 I BK1 3-00-00 1.5 RigidLam LVL 1-3/4 X 20 1 40 I } ' @ co 1n BK2 3-00-00 1.5 RigidLam LVL 1-3/4 X 20 2 2 LL LL8 LE 1 Z 3� I SHIP 23/20' 1-3/4 X 20"LVL TO COVER LIST ABOVE. 1 _ LL 1 O g > m m xz B5 $ 1 U . C N kr Connector Summary I m U c PIotID Qty Manuf Product Skew Supported Mtl B1 I Q U m En Q H1 2 USP HDQ4121F - 2-1.5 RigidLam LVL 1-3/4 X 20 Nrs Y�r7-,s Is-N.1,--n-b^' LL u. LL .. 2 .. LL LL LL LL I O C U E' O U o H2 1 USP HDQ612IF - 8802 - Z 0: 0 0 T H4 1 USP THDH614 - 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1I W (q Ea23 cu Truss Connector Total List I IBK I I , _ W O c6 7 Manuf Product Qty I R2Pe.' U_ C ten.'- H3 USP TFI420 20 J o m• o c.Q ml n n 0-0 n I c " LL a 5 Q EEs N >., cts II 0 j C ` R2 E N 7 as 1 1 83 C BK2 R1 _ F I- Q W E co BK1 START FRAMING HERE 19.T O.C. r. . 111111111.10 , ll I 1111111.11. LEGEND : 0 CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT FLOOR CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH - - DESIGN CRITERIA I 1 HANGER CALLOUT ❑ E] REVISIONS AS SHOWN LIVE REVISIONS NOTED � LOAD U480 • >= SUPPORTING POST ❑ NON-CONFORMING—REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMITSINGLE TOTAL LOAD U360 R = RIMBOARD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE TOP CORD BEARING FLOOR LOADING BK - LVL BLOCKING WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 111—.1411 �\�\ FRAWIN TOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOAIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE y o�DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVEDESIGN DRAWINGS AND SPECIFICATIONS ALL Of WHICH HAVE PRIORITY j D 40 1 BK = JOIST BLOCKING PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. LIVE L A By Calaa O'Donnell Date 2/7/19 _ Thai Date: 02 07/2019 c JOIST WITH RIBBON DEAD LOAD 15 J = JOIST CALLOUT By: DIE JOIST WITH RIM MILBRANDT ARCHITECTS CT ENGINEERING INC ROOF LOADING B = BEAM CALLOUT p""`"`_"® LIVE LOAD 25 1L DEAD LOAD 17 [ __ __ _ _ _ - _ _ - _ CD., I Q p M = zto U J 2 O N ALL TRUSS TO BUILDING CONNECTIONS Nctlll cn ARE THE RESPONSIBILTY OF THE BUILDING og -,o IL- DESIGNER OR THE ENGINEER OF RECORD USE LUS24 (UNO) m oma 76-08-04 ea oo 22-04-08 , 11-11-04 42 04-08 o ..,,,_.0,,„, 2'-4-7/16" OA HEELS _ o 0 s E HERE 1'-1-1/16"OA HEEL USED TO ALLOW FOR I it a S o0 5 it a' = ROOF TO PLANE OVER TOP OF 6X12 BM O r z i.m z R w o r }} € kk mg J ® s 4,1021 A 4 ®4 \Z .,,,,-,.,_,_000 0 J02 C 1) F V O a FRAME THESE WALLS o>z z o z w a o V u_ 20-1 LOWER THAN REG 5 z F c'a`1 2-'0 o a a CO o w 4-7/16 HEELS HE *. __ — _ t w s w o a z z 4/12 0' o,LL 10-1-2 PLATE HGT z o o z v z- �8-0 04 80204 r`I� ( a.w5P-=z �w N >+ (VERIFY CONDITION) > J=,--N,-0 0 AOIA 2x edger per"A10� A01A a Qa�yLLo��o�o -0 CHIMN 2-10-00 as -al, / U ---�----_..------ co`� v spy � L Q� STICK FRAME DOWN v TO LOWER WALL ,; 0tIS A05 3200#DRAG LOAD 1 O A04 C MONO GE TRUSSES o '� ' USED HERE TO ALLOW 8/12 '0- n CO (5) 5 5-1/2"X 16'GL6 DOWN v _ o d > F O FOR CHIMNEY FRAME ,.,4_; TOP of s aM SIT io-1-2 PLT HGT 0 OUT-2 PLACES o41 R8/12 O — � � TRUSSES HANG INTO , 8/12 - ao U 00 Q 2X10 LEDGER 2 LOC DQ O o 9 00 O M " I /PER PAGE"A11" C9 o o cp M (` CO �' OVERFRAME 9-0'404/ C04(2) CO (3)_ N ,. 0 ® I 0_ N N 9 N N LLLI..I N ! a I IN FIELD- -- 1 0 co 0 C 0 0 1) Cr) 0 II 0# ,114", ��4 N W /�r�,?♦ry�r�Qr���.� ao 'v 8/ 2 8/12' I- < J (n Os' vis 7er'^vim4 8/1 O 0 -I CO ❑ Q .,.4-, frn-I: Yti;t40.4, 01(6) B)2(10) 8/12 � e = p /���������i A _ _ - IU U Nimi N. 1-08-08 A01 1-00-00 V a .MI r) 1-06-00 illMINm L A a L-9 06 z - ❑ E 22-04-08 6-10-0; / : , 9-03-12 /O 9 12-08-00 21-05-08 J 0 - J N N PLEASE VERIFY THIS 1 11'-8-3/8" BRG 13-03-12 DIM-NOT SHOWN ON m HGT OVER EXT PLAN w 76-08-04I—W z d UW O POLYGON NW RUSSES DESIGNED WITH A CANT < u z RIVER TERRACE SWIM CENTER BLDG-TIGARD, OR BOTTOM CHORD HERE AND NO TOP „ o Q HORD OVERHANG PER SECTION A N 0 2 ❑X CONFORMS TO DESIGN CONCEPT S N PAGE "A13" (PLEASE VERIFY) z w w `E' Q REVISIONS RMS O DESIGN CONCEPT WITH ® CONFORMS TO DESIGN CONCEPT 1-7-1/4" BRG HGT DIFFERENCE USED z > u 0 2 ❑ 21467 (� CONFORMS TO DESIGN CONCEPT WITHQ c>s ❑ ❑ NON-CONFORMING REVISIONS AS WREVISEANDRESUBMIT 0N MAKE ROOF PLANES WORK CORRECTLY } > w 0 c NON-CONFORMING ECTION SHOWS 1'-6"-USING 1-7-1/4" TO MAKE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORASOICEJ 0 I— Q a) 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PLANES WORK. 0 m uv, 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE W N DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY (0 (/) > PRIOWTY OVER THIS SHOP DRAWING. OVER THIS SHOP SNARING. ci — By Calaa O'Donnell Date 2/7/19 1 L 0 By: Truc Thai Date: 02/07/2019 W MILBRANDT ARCHITECTS CT ENGINEERING INC 0 Z —I Q C\I s 0 g J 0W _ 1 _ m J n. 0