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1 HI ROOF FRAMING PLAN <br /> 52 1/4"=1'•0" <br /> SIMPSON CCOQ6-SDS2.5 <br /> COLUMN CAP WELDED TO <br /> SIMPSONI TOP OF PIPE COLUMN. <br /> SHEET NOTES: HUCQ1.81/11-SDS USE 1/8"FILLET WELD PETERSSEN/KELLER <br /> HANGER,EACH END ALL AROUND,TYP(4 THUS) PROVIDE SOLID CrohlfW(ure <br /> 1. SEE ATTACHED STRUCTURAL NOTES FOR MORE INFORMATION. OR EQUIV. 29'•2 112' BLOCKING BTWN <br /> 2. ATTACH ALL ROOF JOIST ENDS AND JOISTS WITH SIMPSON CANT ROOF JOISTS <br /> 2B79LUESAVfM1E SOifIH <br /> H2.5A HURRICANE TIES TO WALL PLATES. i IMUMtS,WWE0TA5M <br /> 3. ATTACHED ENDWALL ROOF JOIST TO WALL PLATES WITH FB 2&.21/Z6IM4920 <br /> SIMPSON LS50 FRAMING ANGLES @ 32"o.c. r f (1)W''I". <br /> 4. USE 15/32"PLYWOOD ROOF SHEATHING,SEE STRUCTURAL 3'4^ 8-11/4' z s-1 1/4' 748' J <br /> NOTES FOR NAILING. <br /> 5. PROVIDE MINIMUM 2-2x TRIMMER STUDS AND 1-2x KING STUD <br /> UNLESS NOTED OTHERWISE. — <br /> 6. BLOCK SOLID BELOW ALL POSTS TO FOUNDATION. 5x161/2 <br /> 7. NOTIFY ENGINEER AND ARCHITECT OF PROPOSED JOIST <br /> LAYOUT CHANGES. GLLUCAULA <br /> N <br /> 8. PLAN INDICATES NUMBER OF BEARING STUDS REQUIRED. IF <br /> NUMBER NOT SHOWN,PROVIDE MINIMUM OF 2 STUDS(3" o m_ <br /> BEARING LENGTH),FULL WIDTH OF BEAM/HEADER/GIRDER m <br /> TRUSS MUST BE SUPPORTED. SEE DETAIL 2/S3 FOR BUILT-UP w <br /> > <br /> COLUMN INFO. J 24W 'u <br /> 9. MEND ALL FASCIA BOARD BUTT SPLICES WITH SIMPSON LSTA24 V <br /> HORIZONTAL STRAP. a T <br /> 10. EXTEND PLYWOOD WALL SHEATHING UP FACE OF TRUSS HEEL �SIMPSON MIU1.81/11 w <br /> AND NAIL TO TRUSSES. STOP SHORT FOR VENTING AS I HANGERS @ LVL <br /> REQUIRED. U <br /> 11. PRIME AND PAINT OR GALV.ALL STEEL. (3)2x6 <br /> POST <br /> 2-3' 314' 19'-11 112' (3)2x6 I ' ' <br /> SIMPSON POST SIMPSON �.i.� <br /> HANG 81/11-SDS HANGE.81/11-SDS Q <br /> HEADER SCHEDULE HANGER HANGER <br /> MARK SIZE H (H/ LOW (3)L11 VL 8 FB r <br /> F=FLUSH FB=FLUSH BOTTOM \/ / 51/4x7 PSL <br /> H1 2 2x6 SIMPSON POST I SIMPSON <br /> HUCQ1.81/11-SDS 5114x7 PSL HUC01.81/11-SDS ui <br /> H14 (3)11 7/8"LVL HANGER POST --- ---, -_ _ --' 51/4x7 PSL <br /> POST HANGER <br /> _ <br /> 51/4x7 PSL-- <br /> POST i f <br /> 51/4x51/4 <br /> PSL POST <br /> 17/8"TJI's 16"o.c.--- II� nl SIMPSON AC6 I 11 7/8"TJI's 16"o.c. O <br /> (110 SERIES/FACE li L----� I o COLUMN CAP (110 SERIES <br /> -->. <br /> MOUNT HANGERS m (4)2x6 - ---i-� i0 0-f+ -T __� m w/FACE MOUNT HANGERS <br /> " TRIMMERS <br /> am SIMPSON AC6---�L <br /> m 11 w COLUMN CAP TOP =uwi Z w ISf <br /> Oo > &BOTT. 3 Z '7 m <br /> n> c� I = N m L(� <br /> J <br /> +SMPSONAC <br /> _-------- - --——_ 51/4x5114 I r M <br /> -► -- � PSL POST > LnSIMPSON AC6 m Lo <br /> —(4)2x81 ( COLUMN CAPTRIMMERSi �'\ al <br /> 51/4"x117/8"PSL LOW BEAM I6 O ++ <br /> w/HUC0612-SDS HANGERS COLUMN CAP TOP Z Q <br /> &BOTT I 51/4x7 PSL <br /> EACH END. LS50 CLIP ON TOP 1 POST <br /> TO POST,EACH END. I `"`--�.-. � S 3 <br /> 1-----51/4x7 PSL - .-- ` __=_=-=J 51/4x7 PSL <br /> POST POST SIMPSON HGUS5.5/12 O �1 <br /> SIMPSON HGUS5.5/12 I 51/4x7 PSL FACE MOUNT HANGER /-4 <br /> FACE MOUNT HANGER POST EACH END. <br /> EACH END. N O <br /> (3)117/8"-FB- <br /> 164 <br /> 3)11 7/8"-F <br /> LV LoM <br /> W <br /> SIMPSON HGUS5.5/12 <br /> FACE MOUNT HANGER <br /> (3)2x6 FB (3)2x6 UPSIDE DOWN AND EACH END. DESCRIPTION DATE <br /> POST (1)11 7/8" POST <br /> LVL 26'-21/2' RBV[SW 03.03.16 <br /> 3 ANCHOR(4)BUILDING <br /> SIMPSON 3 \—(2)117/8"LVL @ 12"O.C. g3 CORNER BEAMS TO <br /> HUCQ1.81/11-SDS �' w/HU412 HANGERS. CORNER POSTS w/LSTA24 <br /> HANGER,EACH VERT.STRAP. <br /> END. <br /> A-101 <br /> S2 GARAGE FLOOR PLAN V 2 •�� <br /> 1/4'•V-0' <br /> 3/3/2018 9:68:54 PIM <br />