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HomeMy WebLinkAboutB18-0219_EEI-JONES-E-VAIL-amended-7-27-18 (1)_1535733322.pdf M040 OF0i,_ & t aibillM X007 'O'°1- 08/31/18 4--, o > v c � c(f)I _LI) 0 U CKD Li) CONNECTION SCHEDULE LOCATION/ USAGE w I I a) O I o OA SIMPSON S/H2.5 (❑R EQUIV.) STUD TO PLATE/RAFTER m II C m U © SIMPSON A23 (or EQUIV.) RT. ANGLE (18 GA.) PLATE TO JOIST J0 > < L i I Cl.) c 0 0 O. SIMPSON S/H1 (OR EQUIV.) STUD, PLATE OR BEAM TO RAFTER - - 4) N Q O 1 O SIMPSON LSSU2.1 VAR. SLOPE SEAT JOIST HANGER-TJI210 >H LI)N I I I N 0 OE SIMPSON VPA2.1 VAR. SLOPE SEAT CONNECTOR-TJI210 .x I \ L - - J W D x 0 a) © SIMPSON LRU226Z 2x6 RAFTER HANGER © SIMPS❑N ITS2,06/11.88 11 7/8" TJI210 (TOP MOUNT) I - 0m O > T 0,+`O I - U Z OH SIMPSON LSSU2.1 TJI 210 SLOPED JOIST HANGER I �t1• IC I O C E 01 SIMPSON LSSUI25 1-3/4" SLOPED JOIST HANGER I I I 4 Q W O SIMPSON LSSUH310 3x8 SLOPED JOIST HANGER > L L — — J O SIMPSON LSSU410 4x8 SLOPED JOIST HANGER I > - - -I NOTE: © SIMPSON LBV3.56/7.25 4x8 JOIST HANGER (TOP MOUNT) > I ) I FRAMING FOR NEW SKY LIGHTS I / I REPLACEMENTS TBD. OM SIMPSON LBV3.56/9.25 4x8 JOIST HANGER (TOP MOUNT) - I 0 - - - O SIMPSON HUS410 4x8 JOIST HANGER 00 SIMPSON HUSC410 4x8 JOIST HANGER (CONCEALED) > rn g))© SIMPSON HUS410 3x8 JOIST HANGER I M "I'; I © SIMPSON HGLTV3.511 (2)-1 3/4" x 11 7/8" TOP MOUNT I I ` I i---N > '^ L ® SIMPS❑N HU612 (3)-1 3/4" x 11 7/8" TOP MOUNT �I o i� 0 NAIL CONNECTION PER FASTENING SCH. ON S-1 I C 0 SIMPSON VPA25 VAR. SLOPE SEAT CONN. 1-13/16" 6L0' 10 -0" ti+ 1 IN 0U SIMPSON VPA35 VAR. SLOPE SEAT CONN. 2-5/16" T.O.S.F. > Qp1• 1 / in 0 SIMPSON VPA4 VAR. SLOPE SEAT CONN. 3-9/16" I I L7 CZ OW SIMPSON ABU66Z 6X6 POST BASE _ I I J 0X SIMPSON ECCU66 6X6 POST CAP (END) GLULAM � co w k1 0 SIMPSON CCU66 6X6 POST CAP 6x8 BEAM > Q NOTE: ALL OF THESE CONNECTORS MAY OR MAY NOT BE USED. nD u C AND OMISSIONS MAY OCCUR AND SUBSTITUTIONS MAY BE NEC. 100'-0" rk - Z ,-( ,-, N I O I- T.O.S.F. < FT1 1,-1 - 1-3/4"x 14" LVL CONT. `n I �. rT� —> FASTENED TO EACH STUD WITH \ / tJ (4): LEDGER LOCK TYPE SCREWS V : c. k 1 FRAMING NOTES � - ) 0 -. ..."'" ./ E? 1. EXTERIOR WALL TO 2x6 ® 16" o.c.: INTERIOR WALLS MAY BE 2x4 ® 16" o.c., EXCEPT PLUMBING WALLS / ,�(1.�" 0 �� (VERIFY w/ PLUMBING CONTRACTOR). INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I 7 r,i / T ®, 2. POSTS BELOW ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® I 1 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: D 1 �` 7 '� NOT Q'D °X° 1 k-7 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN _1 1 c 1 - N j a'`dlaW1 '1c RATING 24 O.C. OSB OR PLYWOOD. •• c' • t r r'RNt.51 .� +� 4. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 1 : cu * r f 5. O INDICATES CONNECTION TYPE. I I m ( 1 1i/52,1_Y` �� F 6. ALL FLOOR JOISTS ARE 11-7/8" BCI 6000 © 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. » r' .. .•-pt.2., _ ,,.. ! o' 1-3/4 x 11-7/8 LVL @ 16 O.C. 1 t S. a +..,s,,,.•-_r�� 7. PROVIDE SOLID BLOCKING OVER SUPPORT(S) & FOR SPANS OVER 8'-0". ( , :I. x ri•r -,� ,+ 8. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. • M + 3 * ( T < • O 9. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). > ! • o 1 i 10. ALL RAFTERS ARE ON BEVELED PLATES, UNLESS NOTED OTHERWISE. • „ 4 11. ALL HEADERS ARE (3): 2x10 DF, UNLESS NOTED OTHERWISE. _>r I ,i X N ( 1 ,M � 1 /(3):1-3/4"x 5-1/2"LVL (3):1-3/4"x 5-1/2"LVL l '.(3):1-3/4"x 5-1/2" VL 1 1 r t ---I > / �•� ' •SOL ••B•L CKC� IfVU� E Cts O LLS )�� N ISSUED I I I I I I I I I t24' 1, NOTE: 24• PRELIM.: 3/30/18 RAFTER TAILS MAY BE "BIRDS MOUTHED" OVER SUPPORT WALL PERMIT: 4/2/18 (BEVELED PLATE IS NOT REQUIRED.) EAVE DETAIL PER ARCHITECTURAL DETAIL 4 ON A4.0 = NORTH 1 AMENDED: 6/13/18 - AMENDED: 7/26/18 ROOF FRAMING = SCALE: 1 /4" = 1 '-0" SHEET