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SEE SHEETS S1 .1 & S1 .2 FOR GENERAL NOTES AND TYPICAL DETAILS <br /> (TOTAL DL = I 30psf) ' (TOTAL DL = 30psf) I � <br /> B I I I I I I o <br /> B <br /> Q 1 1 1 <br /> 52.2 1 1 1 1 1 1 1 1 1 1 52.2 <br /> I I I I I I I I I I I I I I I I I E <br /> � H6 <br /> q � N <br /> p� <br /> D C D C D ZD M <br /> N U_ <br /> S3.2 S3.2 S3.2 S3.2 S3.2 S3.2 ao ONO <br /> 1 n n 1 n 1 n ' <br /> 4 - 1 14 - 0 13 - 6 4 - 0 51 - 1111T Z 1_0 <br /> 3 U o <br /> Q 41' - 6" <br /> o _ _ <br /> J o <br /> Z Q <br /> 1 2 3 4 o �, v O <br /> -� U E c), � (DO <br /> 2x TOP PL Q <br /> UOU <br /> 2x8 @ 16 oc n 1 <br /> T/PARA SIMPSON A35 • � � _ �O o <br /> W <br /> PER ARCH @ EA STUD FRAMING PLAN O u = <br /> lz m V) C <br /> SIMPSON A35 U m <br /> SCALE: 1/4" = 1' - 0" 1/2" SHTG - TYP ROOF SHTG PER PLAN 2x TOP PL @ EA STUD 5 Lo O O <br /> SHEET NOTES 2x BOT PL w/1 6d @ 6"oc O <br /> T/PARA 2x BOT PL w/ 16d @ 6"oc - <br /> 1 . SEE SHEETS S1 .1 & S1 .2 FOR GENERAL NOTES AND TYPICAL DETAILS BN - TYP PER ARCH <br /> 2. TJI JOIST MANUFACTURER TO COORDINATE WITH CONTRACTORS TO DETERMINE H EAD E R AN D BEAM SCHEDULE TJI BLKG EA BAY 2x8 @ 16"oc BN JST PER PLAN <br /> TO OTHER DESIGN LOADS. MARK SIZE & TYPE ISSUED FOR PERMIT <br /> RTU LAYOUTS, WEIGHTS, AND FOOTPRINTS. RTU LOADS ARE TO BE IN ADDITION SIMPSON A35 @ EA BLKG � 1/2" SHTG 09. ] 2. ] H <br /> 3. ALL ELEVATIONS ARE REFERENCED FROM FINISHED MAIN FLOOR = 100'-0" H1 1 3/4"x16" MICROLLAM LVL (3 PLY) ik JST BRG 7L11 BN EN <br /> - J/BRG = JOIST BEARING ELEVATION = 111' - 0" - TYP - UNO H2 1 3/4"x16" - MICROLLAM LVL (STUCTURAL FACIA) PER PLAN ROOF SHTG <br /> 4. [x] = TOP PLATE SPLICE PER TYPICAL DETAIL H3 3 - 2x10 2x DBL TOP PL 2-16d TOE NAIL - TYP PER PLAN <br /> 2x6 @ 16"OC JST BRG REV: DATE: DESCRIPTION: <br /> 5. USE SIMPSON HUCQ612-SDS HANGER w/LTP5 ON T&B FOR PERPENDICULAR H4 3 - 2x6 JST PER PLAN PER PLAN <br /> CONNECTIONS OF PSL - TYP H5 5 1/4" x 16" - 2.0E PSL -TJI BLKG @ 24"oc - 2 BAYS <br /> 6. ALL DIAPHRAGM SHEATHING NAILING SPACING (BN, FN & EN) SHALL BE @ 4"oc IN H6 7" x 16" - 2.0E PSL (DBL CANT) <br /> SHADED AREA. A FRAMING SECTION B FRAMING SECTION <br /> 7. 2x8 BLKG (FLATWISE) BELOW SHTG w/18ga CONT STRAP ABOVE SHTG - TOE NAIL s2.2 3/4" - 1'-0" s2.2 3/4" - 1'-0" <br /> BLKG TO TOP CHORD OF TJI/PSL BM @ EA END & NAIL STRAP TO BLKG w/10d NAILS - SHEET NAME: <br /> @ 3"oc STAGGERED <br /> ROOF FRAMING <br /> PLAN <br /> SL Louis-Montreal <br /> 00 <br /> dellfica caseFD <br /> SHEET NUMBER: <br /> engineering <br /> S2.2 <br /> 796 Menus Court mechanical U <br /> St.Louis,MO 63026 electrical N <br /> T636.349.1600 plumbing <br /> F636.349.1730 Fre protection w <br /> aedificacase.com structural U <br /> COPYRIGHT 2018 Q <br />