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Plans (58)
/14.572-02--OU 2. L, I .. f 14-11- 75—Sia) /1---.5— .fit,Itill1t44 ,,p., f ALL FLOOR JOISTS THIS r/ I. €')?a9PE " -;\ /ALEVEL – NO CHANGE TO LOAD NOTES: t f 1. FIELD VERIFY ALL EXISTING :'«„n:z CONDITIONS. CONTACT ENGINEER ..9 c' 1111111 1 1 1111I1IL � s� OF RECORD IF DIFFERENT. °+ . �o( TRUSSES BY OTHERS - rp. ! , 2. ALL HEADERS A MAXIMUM OF ° Z 6' LONG TO BE 4X8 DF/L#2O 7 �W 6C1A[VZA WAY ,____. / 97224 3. ALL JOISTS TO BEAMS TO BE 503-317-1023 ® N '� BEARING ON BEAM OR HAVE LTCstructuralOgmail.com p LUS26 HANGER UNO[ COPYRIGHT LAUREN 4. ALL BEAMS TO COLUMNS THOMAS CONSULTING, LLC MUST HAVE POSITIVE CONNECTION DO NOT SCALE FROM DRAWING I[ .• - (I.E. COLUMN CAP OR MINIMUM 2 Z 0 STRAPS) CONFIRM POINT LOAD ABOVE 0 BEARS DIRECTLY ON COLUMN 0 IN STORAGE AREA Q 1 ROOF FRAMING4§) MAIN FLOOR FRAMING 0 NOT TO SCALE 1 NOT TO SCALE LL1 (E) 6X12 DF/L#1 BEAM z TYPICAL (3) LOCATIONSO ON MINIMUM 4X4 COLUMNS FIELD VERIFY COLUMN ABOVE CL INLINE W/ COLUMN BELOW 0 U NO CHANGE (E) (2) 1 3/4" X 11 7/8" IN BASEMENT WITH A MINIMUM 0 Z z TO LOADING 1.9E ML LVL BEAM WITH ,./"----r36"X36" FOOTING BELOW a MINIMUM 4x4 COLUMNL— FIELD VERIFY COLUMN ABOVE 0 N O U) _._�•17 ' ' EACH END (L = 11'-3") W Z FOR FLOOR JOISTS WITH INLINE W/ 6X6 COLUMN BELOW O / A MAXIMUM SPAN OF IN BASEMENT WITH A MINIMUM Q 0 U 13'-6", USE 2X8 DF/L#2 r��' 44"X44" FOOTING BELOW T p Q AT 16" O.C. N Q N i IM.__ (E) 6X6 BEAM (L=9') W/ L!J d- 0 O (E) (5) 1 3/4" X117/8" Q i� r 1.9E ML LVL BEAM WITH 1 3/4" X 5 1/2" ~ O MINIMUM 4x6 COLUMN y 1.9E ML LVL BEAM � X EACH END (L = 19') ', I , , EACH SIDE/ OR (E) (2) 6X6 / 1 \ 8/3/17 I • �' ___ DF/L#1 BEAMS _( � A© � 10/11/17 ' ` / , ALTERNATIVE MEMBER SIZES: LTC PROJECT # • 1. FOR FLOOR JOISTS SHOWN ON 1 7 - 5 5 WHERE FLOOR JOISTS UPPER FLOOR FRAMING 2/S1, (3) _ ARE GREATER THAN 2X6 DF/L#2 JOISTS AT 16" O.C. DATE: 6/20/2017 ADD ST6236ki' (E) 2X8 DF/L#2 JOISTS 13'-6" LONG, USE FOR A MAXIMUM SPAN OF 13'-6"- BEAM TO TOP 2X8 DF/L#2 AT ^ CHIMNEY (SHOWN IS ALLOWED. AT 16" O.C. – NO LOAD 12" O.C. / L` ALL LEVELS) CHECKED BY: LMT PLATE CHANGE /,� 2. FOR (E) (5) 1 3/4" X 11 7/8" ML BEAM, USE (E) (3) 2X10 FRAMING PLNS (E) BEAM DF/L#2 BEAMS W/ (2) 1 3/4" X FND PLAN 9 1/2" 1.9E ML LVL EACH SIDE UPPERFLOOR FRAMING n 4 FOUNDATION PLAN OF (E) BEAM PER DETAIL D NOT TO SCALE S 1� NOT TO SCALE S 1 O F 3