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Plans (28) 1Mp2U18-OctB , c71CIOJSLOD.zmAt\NQd SK-2 OVERALL LENGTH: 36 ' -2 1 /2" o o ni WEB LOCATION AT TOP CHORD — W e * d N o ex; F L_ER Nr s TAG' \��B N. Zr END / N \ / ZA \AX/B\ W 2 °�W ,.> I o 2L g 'MARK: J51 (1) - ADD'L (2)262# BC LOADS �N� a RECEIVED WEB LOCATION AT BOTTOM CHORD TYP.> D >L MAR 2 3 2020 Z 0 CITY OF TIGARD BUILDING DIVISION EXIST. INSTALL FILLER @ CENTER OF TC INTERIOR PANEL TOP CHORD LOCATION SHOWN N JOIST CONFIGURATION o 0 F LLER, 1"0 x 2" LONG o 0 1.,.� (FY = 36 KSI) CO W NEW REINF. ANGLES C EXIST. ° w SEE ABOVE FOR —= CHANNEL J z NEW WEB PROPERTIES MIN WEB i v w MEMBER TYP. Z a ce 3/ 16' 2 ' EXIST. TOP WORKING PT. OF NEW SECTION A-A CHORD ANGLES MUST ALIGN SECTION 3-3 ,o WITH WORKING POINT cc OF EXISTING WEB 0 NEW WEB ME"BER PROPERTIES (DOUBLE ANGLES) (FY = 36 KSI) - SECTION A-A — 0 > Zw w z WEB TC BC WELD SIZE AT ENDS Z I- Z " IN. MATERIAL LENGTH EO PRoc N of 8 MEMBER LOCATION LOCATION (D x L) ��\� �G I NEFRss� J o WI 2L I2 x I z x 8* 2 '-8 3/8" 16 '-I " 18 '- I" 1/8" x 2 I/4" 72501PE -- J u 7 _ _ Z a o o * 6-1.4--19 * W2 2L 12 x 12 x 2 '-8 3/8 28 -I 26 -I 1/8 x 3 /4 /, , ' j W o cc a cc IT IS OKAY TO USE BRIDGING "ARK "HI OR -4 AS NEW WEBS O #OREGON a Fyy •q y 13 20�` �` ' m o I E �S MOON" W ' o v .ro Exp. 12-31- 20 Z o a u co d SK-345 OVERALL LENGTH: 36 ' -2 1/2" m • WE3 LOCATIO\ AT TOP CHORD c N -c TC REINFORCEMENT LOCATIO\ TC REINF RCEMENT FROM L-OAL: 12 ' -5" LENGTH: 9 ' -0" C O TAG U -Njj \ a m o MARK: TJ52 (1) - ADD'L (3)192# & (2)153# BC LOADS WEB LOCATION AT BOTTOM CHORD TYP) D>L o EXIST. REINFO aRCING ROD, a TOP CHORD 3/4'0- LENGTH: 9'-0" o VIi (6' PAST PANEL PT. MIN.) o --- (FY = 36 KSI) o NEW REINF. ANGLES - c EXIST. I SEE ABOVE FOR o��.:.� CHANNEL �NEW WEB PROPERTIES 0 WEB JLut TYP. Z ce WORK NG PT. OF NEW SECTION A-A 3/ 6" 2' -12" EXIST. TOP ANGLES MUST ALIGN STAGGERED CHORD WITH WORKING POINT SECTION B-B .o OF EXIST NG WEB x i NEW WEB MEMBER PROPERTIES (DOUBLE ANGLES) (FY = 36 KSI) - SECTION A-A o WEB TC BC WELD SIZE AT ENDS - `°` ^" Ma Z In MIN. MATERIAL LENGTH Z w MEMBER LOCATION LOCATION (D x L) w Z J W 2L 1 2 x 1 2 x 8* 2'-7 5/8" 16 '-I I" 18 '-II ' I/8" x 2 1/4" R FEo PROF W } Di o c.,?, G I N E F4) 64, .1 Ul L` 5 W2 2L 12 x I z x 8* 2' 7 /4" 20'-II" 22 ' II" I/8" x 3 I/4" 72501PE 1r J u } _ ce _ Z a 0 0 W3 2L 12 x I z x 8* 2'-8" 24'-I I" 22'-II" 1/8' x 2 1/4' , 0--14-19 C p ! = 2 W4 2L 1 2 x l 2 x 8 2 -8 28 -I 26 -I 1/8 x 3 1/4 p �OREGON m o Lij " ~ W 5 2L I x I x i* 2 ' -8' 28 '-11" 30 '-I " 1/8" x 3 1/4" `�'yy� 13, 20'`��`� 00 3 * T IS OKAY TO USE BRIDGING MARK ' HI OR H4" AS NEW WEBS 3 MON�G ZILI o 0 Exp. 12-31- 20 ' � d J • SK-4 OVERALL LENGTH: 36 ' -2 1/2" It cz) WEB LOCATION AT TOP CHORD — l • o , o FILER ob A u N TAG _ ��~3 , END ' \ // N / \ / N /4 /B\/ N / N . r x v MARK: J53 (1) - ADD'L (3)192# & (2)153# BC LOADS '.r8wb a m TY .> > � �' WEB LOCATIO\ AT BOTTOM CHORD D L Z EXIST. INSTALL FILLER @ CENTER OF TC NTERIOR PANEL @ a TOP CHORD LOCATION SHOWN N JOIST CONFIGURATION aVI , FILLER, 1"0 x 2 ' LONG o NEW REINF. ANGLES I _ wEXIST. (FY = 36 KSI) go SEE ABOVE FOR — NEW WEB PROPERTIES �i CHANNEL o II I WEB MEMBER J WORKING PT. OF NEW TYP. 3/ 6 2 EXIST. TOP z a ce ANGLES MUST ALIGN SECTION A-A CHORD WITH WORKING POINT SECTION B-B OF EXISTING WEB CC o NEW WEB MEMBER PROPERTIES (DOUBLE ANGLES) (FY = 36 KSI ) - SECTION A-A x Gcol a 0 WEB TC BC WELD SIZE AT E\DS in a MEMBER MI\ "ATERIAL LENGTH LOCATION LOCATION (D x L) Z w z w WI 2L 12 x I2 x 2 '-8 3/8" I6 ' -I " 18 '-I I" 1/8" x 2 I/4" ,, s*D PRO,�FS, Z u�i o J 0 �5 �G \ NEE S/ W } J O W2 2L I2 x I2 x 8* 2'-8 3/8" 20 '-I I" 22 '-I I" 1/8" x 2 I/4" �� R QLv J ' 0 N 72501 PE T. * IT IS OKAY TO USE BRIDGING "ARK "HI OR H4" AS NEW WEBS P 4-14-19 JZ a o o NOTE: JOIST MARK J54 IS ACCEPTABLE FOR ADD ' L (2)262# 4 OREGON � -� o w Q a BC LOADS, WITHOUT NEED FOR FIELD REINFORCING . ``ti\ 13, 1. 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