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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9) 10d x 1 12" HOG NAILS. <br />SMALL JACKS c 9' MAY BE NAILED WIN (10)d x 1 12" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WV/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALLAND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VMH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS, <br />B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER (918" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z5W LBS SHALL BE <br />FABRICATED Wl A 2xS BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE a <br />BASE PLATE OR <br />REMARK <br />DEOMPT10N <br />REINFORCEMENT <br />WD-1 <br />4X8 (3 X`x6)4") SYP. <br />USP HTT4 W/5ff DIA <br />S/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />r- - - - - - - - - <br />FIRE <br />____T <br />I--------'J <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS III <br />3/4"PLYWOOD) <br />DRAFT STOP II <br />1 <br />PRE-ENG. FLR. JOISTS TI II I <br />2X4 NAILER FOR ' I <br />DRAFT STOP LL�W <br />DRAFTSTOP <br />PLAN VIE <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 114" = V-O" <br />R TO CMU WALL WAISP <br />IAND (4)$W$3WO�OD E <br />N8 TO GIRDER. <br />MI <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdealgngmup'-m <br />AA N: 0003325 <br />may.. <br />a <br />9 <br />aysaly aLIDai <br />SILVERADO <br />LOT #61 <br />BLK. #6 <br />1psoa CT/1 <br />04 02-6 061 <br />IVWIMT1 <br />4EHB <br />"2605- HAYDEN" <br />GAluGA BIVIK l2 <br />LEFT <br />PAGM <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />%150 MPH EXP. B <br />ripan" -1 <br />Dw3/11/19 <br />8CAM- 1/4"=1'-0" <br />a113341QT <br />S3 <br />