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FOR DRAFT <br />FLR TRUSS STOP <br />ELEV. VIEW 'll <br />PRE-ENG.FLR TRUSSI <br />3/4' PLYUIOOD <br />DRAFT STOP <br />q <br />PRE-ENG. FLR TRU99 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4' PLYUIOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />MINIMUM WALL AND HEADER <br />STUD REQUIREMENTS <br />MAXMV HEADER SPAN (ft.) <br />UP TO <br />5'-O' TO <br />1'-0. <br />UN.O. <br />4'-II 1/2' <br />-1'-II I/2' <br />AND UP <br />NUMBER OF HEADER STUDS <br />SUPPORTING END OF HEADER <br />1 <br />2 <br />3 <br />NUMBER OF FULL LENGTH STUDS <br />2 <br />AT EACH END OF HEADER <br />1 <br />3 <br />V(2 <br />x12 <br />l SYP) <br />/16' OSB <br />NAIL (3) I2d r 6'-8' O.C. <br />TYP 2x12 BM-/HDR <br />FRAMING NOTES: <br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN-O. <br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: <br />TRUSS TO MASONRY/CONCRETE SHALL BE META-I6 <br />• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I6 AT EACH <br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. <br />• TRUSS TO WOOD FRAMING SHALL BE MT5-12 <br />3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY <br />TRUSS MANUFACTURER. <br />4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, <br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. <br />5. HEADER SPAN CHART 4 MINIMUM WALL 1 HEADER <br />STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN <br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-I2d HAND DRIVES 6 EA. <br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. <br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. <br />8.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. <br />COMPARTMENT PER 5TH ED. 20145TI-I ED. 2014 FBC�SIDENTIAL-SECTION R302.12. <br />1REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS t <br />DETAILS. <br />r 1� _ <br />II II II II II d II II II <br />�� (II II II I II II II II II II <br />� a <br />II II II II II I� II II II FTpp � <br />II II II II II II <br />II II II II I <br />(I LPwg1►{I� BE TO xb <br />I I I I I Pq�T TC SSLA <br />II Nisi-4 <br />� TRUSS TO 4X6 <br />PffiLW/f2) MTs.1z — <br />— <br />— <br />— <br />HTT-4 <br />772XW_ _ <br />ATTIC I <br />/ <br />FRAMING PLAN <br />CCA 08/22/16 <br />J <br />/f2) META-16 <br />A R 6 N I T I C T I <br />IRio euern. - <br />LONG WOOD, FL 32750 <br />PH: 407-77441078 <br />FAX: 407-774-4078 <br />www.abdosigngmp.com <br />AA F. 0003326 <br />F <br />h <br />w <br />0 <br />a <br />h <br />0 <br />F <br />O <br />2 <br />L <br />RADO <br />40 <br />K 6 <br />P/ <br />04128.000-04061 <br />MOD=— <br />4EJB <br />"2807—ELLE" <br />awuAcss swDia: <br />RIGHT <br />PAO3b <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />ARCHr ECT- <br />STATE OF FLORDA <br />r Q <br />1 v <br />DP wn 10/18/17 <br />sCAZM 1/4"=1'-0" <br />6 <br />