Laserfiche WebLink
M SHEET NOTES <br />r <br />I <br />A) <br />U <br />U) <br />0 <br />M <br />In <br />0 <br />0 <br />0 <br />N <br />P <br />C <br />O <br />N <br />O <br />F"7 <br />'e <br />C <br />C <br />C <br />C <br />i <br />c <br />c <br />c <br />a <br />Top Plate ( <br />Non Brg. / Non Rated <br />"^TT^" 1 TRUSS <br />Int. Wall <br />Framing Detail <br />1 1 /2"=1'-0" <br />3/4"=11-011 <br />I 11 VII\VLI, I iVLV Vvrr!\ 1 11 . VII\V LI\ 1 wLV 'J VVI! <br />Stud <br />NOTE: ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT <br />T� � I �a I � ®�i � Wall I I Hold l � Down n SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. SEE SHEAR WALL <br />I SCHEDULE. <br />16 <br />IV, <br />E <br />Framing Detail <br />3/4"=1'-011 <br />I <br />i <br />I <br />II <br />�i <br />I <br />L <br />08 02 06 <br />01 TYP. STUD/TRUSS HOLD DOWN <br />TYP. GIRDER HOLD DOWN J <br />10'-0" OR 13'-91/2" <br />REFER TO PLANS <br />Beam Detail � <br />w-s <br />Rear Porches <br />17 _ PER PLAN <br />DCD DI AM <br />0 <br />Column Framh <br />3/4"=1'-0" <br />STRAP COLUMN <br />TO WALL TOP <br />DOUBLE PLATE <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A REFER TO SHEET S17.40 FOR GENERAL STRUCTURAL <br />NOTES. <br />B REFER TO SHEET S17.04 FOR CONSTRUCTION <br />ASSEMBLIES. <br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALKS OR SLABS. <br />® KEY NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />01 FOUNDATION: SEE FOUNDATION PLANS & DETAILS <br />02 SILL PLATE <br />03 WALL STUDS @ 16" O.C., TYP. <br />04 PROVIDE DOUBLE STUDS UNDER ALL GIRDER <br />TRUSSES AND @ GABLE END TRUSSES <br />05 SEE HEADER & BEAM STUD SCHEDULE, NAIL STUDS <br />TOGETHER W/ 16d NAILS @ EACH PLY @ 12" O.C. <br />06 1/2" DIA. A.B. @ 7" MIN. EMBEDMENT TYP. <br />07 5/8" DIA. A.B. @ DOUBLE STUD LOCATIONS <br />08 (1) SIMPSON SP-1 OR (1) H3 @ EVERY STUD <br />09 SIMPSON HD5A @ STUDS AND POSTS <br />10 (3) SIMPSON SPH-4 OR SPH 6 AT EXTERIOR WALLS <br />11 HEADER PER PLAN <br />12 SHIM GAP W/ PLYWOOD OR STUDS <br />13 SEE BEAM & HEADER ANCHORAGE SCHEDULE FOR <br />STRAP SIZE <br />14 DOUBLE TOP PLATE <br />15 (2) SIMPSON H2.5 OR SP2. <br />16 ROOF TRUSSES @ 24" O.C., TYP. <br />17 SIMPSON LSTA24 @ GABLE TRUSS, @ 16" O.C. TYP., <br />NAIL TO TRUSS AND DOUBLE STUDS BELOW <br />18 SIMPSON HTS20 OR HGT3/HTT22 COMBINATION @ <br />GIRDER TRUSS AS PER STRAPPING SCHEDULE, NAIL <br />TO TRUSS AND DOUBLE STUDS BELOW <br />19 (1) SIMPSON MTS-12 & (1) H-5, EACH TRUSS <br />20 (2) SIMPSON HTS-20 FOR UPLIFT LOADS LESS THAN <br />2,9000 LBS, <br />21 SIMPSON H5 @ 3 CORNERS <br />22 SIMPSON HTT16 @ BEAM ENDS, TYP. <br />23 STUDS UNDER BEAM ENDS AS REQUIRED <br />24 BEAM AS PER SCHEDULE <br />25 (2) 2X6 BLOCKING TO FORM DRIP EDGE <br />26 DRAFTSTOPPING: PROVIDE 7/16" O.S.B. W/ VERTICAL <br />SUPPORTS @ 24" O.C. AS REQ <br />27 R-13 UNFACED BATT INSULATION <br />28 SIMPSON STCT CLIP AS REQUIRED <br />29 SIMPSON HETA16 @ BASE, HTS20 @ TOP TO TRUSS <br />30 SIMPSON HTS20 <br />�AAAAI, McLik!en <br />NEERING <br />�Il�il�l � GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />S <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />ROUP <br />OF FLORIDA, INC. <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />i <br />! 08/18/10 Bid & Permit Set <br />i <br />EDITED BY: JT <br />PROJECT NO. <br />Clubhouse <br />Framing Details <br />10-2651 <br />S17.42 <br />1 /2"= 1 1-01# <br />Typ. <br />1 1 /2"=1 1-O" <br />