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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 HTAi6 W/ (9) 10d x 1 IQ" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 1 a" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d xi 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND 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 WITH <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 />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (W. <br />S. 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 REVIEWAND <br />APPROVAL. <br />9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT( X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER 6 16"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 U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUE$ MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 20 STM. 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 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />81 <br />BABE PLATE OR <br />REMARK <br />DESC2EIRIPION <br />REINFORCEMENT <br />WD-1 <br />4X8 (3 Y,"x5 &) SYP. <br />USP HTT4 W/50' DIA <br />5/33.1A <br />PT., WOOD POST <br />x 5" EXP, BOLT <br />FIRE I <br />DRAFT STOP— _ i <br />L_-------- <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS 19 M <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PRE-ENG. FLR. JOISTS II <br />111 V l <br />2X4 NAILER FOR T <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />11 II II •T. <br />II II II II II II II II II <br />a 1I <br />II II II II II <br />IIII 11 all 11 11 <br />IIII II II II II <br />II II II II II II II II II <br />II 11 II 11 II 11 11 „ 11 <br />II II II II it <br />II n 'II 11 II <br />1�I <br />IIII II II II II <br />IIII 11 Il 11 1l <br />4 <br />' <br />1I I <br />l 1 <br />II II II II II II I 3, I <br />1l " <br />II II2xW0W� II <br />IIII II II II II <br />OIRDERTDCMUwALLwN6P <br />11 II II II 11 11 II „ II <br />Il II SYPLINO.2 1 II <br />11 I <br />ANC44 wocw <br />II II II II II 112xW°� II <br />S S� <br />II IID.C.II �1 <br />IIII II II II II <br />BCREWSTOOIRDFR <br />11 11 II 11 11 11 SYP 02n <br />„ 11 <br />1 <br />11 II <br />11 n u n n <br />STU <br />V4D111 11 <br />12 O.C. <br />IIII II II II II <br />IIII 11 11 11 11 <br />PROVIDE DRAFTSTOPPING <br />THIS TRUSS AS TO <br />u------- ----- I <br />-- II - <br />AALONG <br />I. <br />LIMITAREA T01000 S.F. <br />PER FBCR 302.12 <br />LL <br />__ _ _ _______ <br />II II II II I <br />DBLSTUD <br />II II �,-' <br />I IIO II <br />t0E 3 9A <br />s 1 <br />II SEE DETAILS/S2.1A <br />ii ii ii <br />II I <br />n n <br />n n n n n <br />, <br />II II II II II <br />II II II II II <br />:__�_ <br />4 - <br />11 II 11 II II <br />I1 II. II II II <br />„ ------ - <br />— - — - — - - _ - � = <br />II II II II <br />IL 11 II II II <br />II II II II II <br />II II 11 II 11 <br />� <br />-- --- <br />„ <br />TRIl8M*WO.0 if E73 <br />f <br />II II II II I <br />II II 11 11 11 <br />�, I I II II II <br />II II 11 11 I1 <br />__ _ <br />9A <br />II 11 11 11 II <br />II II II II I� <br />II 11 11 11 II <br />II II II II II <br />'II 11 11 If 11 <br />II II II II II <br />II 11 II II II <br />II II II II II <br />3.1 <br />! — a = <br />II II 11 II 11 <br />� 11 II II 11 II <br />is <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA 8: 0003325 J <br />Z <br />>e <br />0 <br />aumxv. as Lrom <br />SILVERADO <br />LOT #14 <br />BLK" #7 <br />P1aOJ�CTIp <br />04128.0 2-14071 <br />M03=111 <br />4EHB <br />"2605— HAYDEN° <br />GARAGA SWEMI: <br />RIGHT <br />PAGM: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />DA Fluff 3/11/19 <br />OCALE: 1/4"=1"-0" <br />MIKE= <br />S3 <br />