Laserfiche WebLink
(3) CONT. LEDGER PER PLAN OR ( (1)C516 STRAP U.N.O. ON PLAN 0 BOUNDARY FASTENERS <br /> DETAIL <br /> �3 1 (2 DRAG TRUSS OR SCAB TO Flt 15/32" PLYWOOD w/ 106 AT 6" o.c. <br /> TT <br /> A. WALL SHEATHING, ROOF SHEATHING SNUG AGAINST PERPENDICULAR EDGES AND 12" o.c.FIELD <br /> AND ADJOINING FRAMING NOT TRUSS OR EAVE BLOCKING <br /> SHOWN FOR CLARITY (3) CONT. SIMPSON CM5T12 w/ (2) 10d H <br /> ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° <br /> Q3 END LENGTH AND FASTENERS PER AT 3 1/2" o.c. W o <br /> STRAP MFR. TO DEVELOP FULL W c\J co <br /> 4 5 STRAP CAPACITY ® EDGE NAILING ` " o <br /> 2 <br /> w CDLO <br /> ~ � <br /> ® SCRAP t0 EXTEND FULL LENGTH OF ( DOUBLE TOP PLATE o if— r- <br /> SCAB MEMBER REFER TO TABLE 'x o M <br /> BELOW FOR LENGTH AND ® ATTACH TRUSS TO TOP PLATE w/ W c° " <br /> FASTENERS 5IMP50N A34 AND (2) 16d <br /> TOENAILS La0 0 <br /> FASTENERS FASTENERS X °C <br /> STRAP SCAB/BLOCKING CI) 4x6 BLOCKING w/ W46 HANGER O �' = o 0-)(SCAB TO SCAB AND SCAB TO TRUSS) (STRAP TO SCAB) <br /> N � , <br /> c <br /> (1)051(02x4 x 2'-6" (14) 16d EVENLY SPACED (2) &1 AT 4 1/8" o.c. 5 ® ALIGN 2x6 o STUD UNDER EA. TRUSS . °C mti <br /> 4 PROVIDE (2)2x6 OR 3x6 AS o rn <br /> 0 <br /> (2)CS16 (2)2x4 x 5'-0" (28) 16d EVENLY SPACED OR (6)LTP4 (2) &1 AT 4 1/8" o.c. REQUIRED BY SHEAR WALL `� CD <br /> EACH STRAP SCHEDULE At ADJOINING PANEL <br /> EDGES <br /> CMSTCI6 (2) 2x4 x 8'4o" (38) 16d EVENLY SPACED OR (8) LTP4 (2) 166 AT 3" o.c. <br /> 09 SOLID 2x BLOCKING <br /> CM5T14 (2) 2x4 x 13'-6" (54) 16d EVENLY SPACED OR (11) LTP4 (2) 16d AT 3 1/2" o.c. 5 10 SIMPSON 1/4" x 6" SDS SCREWS AT <br /> 10" O.C. <br /> CM5TCI2 (2) 2x4 x 19'-0" (71) 16d EVENLY SPACED OR (16)LTP4 (2) 166 AT 2 1/2" o.c. d <br /> 11 5IMP50N HIO CLIP AT EACH TRUSS Store: <br /> 205 DRAG TRUSS AT END OF WALL <br /> 2 KETTLEMAN & L. SACRAMENTO <br /> 205- NO SCALE LODI, CA 95242 <br /> 9 <br /> 3 Restaurant #RC576 <br /> ( POST PER PLAN OI HEADER PER PLAN FLUSH w/ TOP 10 <br /> �2 SIMPSON A34 TO UNDERSIDE OF PLATE P4E-HV-M SCHEME A <br /> TOP PLATES EA. SIDE OF POST (2 SIMPSON M5TC28 STRAP U.N.O. ON 4 Professional of Record: NAME <br /> PLAN. CENTER AT JOINT <br /> ( SIMPSON HUC610 HANGER <br /> (1) DOUBLE TOP PLATE � <br /> ® GLAZING PER ARCH'L 1 2 3 PAR <br /> ® POST PER PLAN <br /> 5 (k) DOUBLE TOP PLATES <br /> SIMPSON EGG POST CAP DESIGN <br /> © 2x PLATES w/ 5IMP50N A34 EA. 6 <br /> END 4 <br /> Architectural <br /> SIMPSON CS 1438' w/ (30)Sd <br /> 9 up <br /> CENTER STRAP ON POST 1 101 Solutions <br /> Central` � C <br /> Expressway South <br /> 5 <br /> I 2 ® SIMPSON A34, TYP. 11 Suite 100 <br /> I � I <br /> (3 SHEATHE ABOVE OPENING PER A en, TX 75 1 <br /> CONTACT: EVERETT FIELDS <br /> 5W12 SHEARWALL 4 (469) 619-1164 <br /> g EFIELDS@PMDGIINC COM <br /> -J1 <br /> I� A. SEE PLAN FOR ADDITIONAL <br /> ' TRIMMERS AND KING STUDS AS <br /> REQUIRED <br /> TOP OF <br /> OPENING B. STRAP MAY BE NAILED TO TOP <br /> OF PLATES AND BEAM AT <br /> CONTRACTORS OPTION �tG ,NEER 4K <br /> 0 <br /> / \ / CD z t°o J o <br /> Qw La Q N <br /> 23STRAP AT HEADER 201ROOF TRUSS AT STUD WALL o 0 a o N <br /> 2 Z O r <br /> 0 203-182108 NO SCALE 201-190638 NO SCALE <br /> EDGE NAILING ca <br /> TOP <br /> � <br /> 0I 6x6 BLOCKING w/ 5IMP50N A35 <br /> \ TOP AND BOTTOM (D 2x BLOCK AT 32" o.c.MAX. w/ <br /> SIMPSON HU TYPE HANGERS EA. <br /> CANOPY AND ATTACHMENT BY END, TYP. <br /> OTHERS 1 I 12 <br /> x (3 H2 CLIP EACH BLOCK <br /> d <br /> F <br /> 0 8 ® 2x8 LEDGER w/ (3) 166 EA. STUD Prototype : P4E-HV 2020 -2.0 RELEASE <br /> M 1 3 AND (3) 166 EA. BLOCK <br /> 0 5 <br /> (5 EDGE FASTENERS ALONG Prototype Issue Date: 7.14.2020 <br /> 1 1 BLOCKING Design Bulletin Updates: -- <br /> (:3j) SOLID 2x BLOCKING Date Issued: Bulletin Number: <br /> BOUNDARY FASTENERS -- -- <br /> 2 2 9 ® 2x BLOCKING w/ (3) 16d TOENAILS <br /> 4 6 t0 HORIZONTAL BLOCKING 1ST BLDG. SUBMITTAL <br /> ( CONT. CM5T12 STRAP w/ (2) 10d At <br /> 3 1/2" O.C. <br /> 1 10 SHEAR WALL SHEATHING PER PLAN <br /> 10 AS OCCURS <br /> (U) SHEATHE PARAPET w/ 15/32" <br /> A. USE (2) 5IMP50N M5T136 ACROSS PLYWOOD w/ 10d AT 6" o.c. EDGE <br /> LEDGER SPLICE (NOT SHOWN FOR AND IOd AT 12" o.c.FIELD <br /> CLARITY) REVISIONS: <br /> 2 12 BRICK FINISH PER ARCH'L. <br /> 206WOOD HEADER AT WOOD POST I „ I 202 WOOD LEDGER AT STUD WALL 12.22.2020 1st Building Submittal <br /> 1 <br /> 206- NO SCALE 202-200231 NO SCALE 2 <br /> 3 <br /> (D BRICK VENEER 4 <br /> (2 12GA HOHMANN BARNARD 345-5V 5 <br /> 6 <br /> SEISMIC ANCHORS AT 24" o.c. 1 \\ <br /> HORIZ. STAGGERED AND 16" o.c. \\ 7 <br /> VERT. w/ SIMPSON SDS 25300 t0 \\� 8 <br /> EA, WOOD STUD <br /> 9GA CONT. WIRE TO BE LOCATED \\ <br /> IN ANCHOR SLOT BUTT SPLICE \\ A. REFER TO DETAIL 201/55.1 OR <br /> BETWEEN ANCHORS \\� 202/55.1 FOR ITEMS SHOWN BUT NOT Sheet Title: <br /> NOTED <br /> 2 1 FRAMING DETAILS <br /> \\ <br /> 3 \\ <br /> \\ Date: 12.07.2020 <br /> 1 \\ Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> O <br /> O <br /> U <br /> O 0o N <br /> N <br /> N Sheet Number: <br /> B 2 U) <br /> °) Vo <br /> D 6 O <br /> 10RIGHT <br /> m •� ti <br /> engineers N <br /> S5ml <br /> 207 BRICK VENEER ANCHORAGE AT WOOD STUD WALL 204 PREFABRICATED CANOPY AT STUD WALL o <br /> U� <br /> 201- NO SCALE 204- NO SCALE 'r Q <br /> N <br /> O C <br /> N L <br /> co <br /> U) V) <br /> N <br />