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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 Al (9) 1 Od x 1 1Q" HOG NAILS. <br />SMALL JACKS <9' MAY BE NAILED W (tO)d x 1 IQ' HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x I la" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT1 BA OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL 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 />S. 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 (4-). <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 WALL 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8838, .177" " x 2 7/8" LONG, WITH WASHER Q 18" 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 />TRUES MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,SW LSS SFWLL BE <br />FABRICATED W/ A 2x8 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 8" FROM THE CENTER OF THE COLUMN, <br />COLUMN SCHEDULE <br />MARK <br />807E a <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X8 (3 Yi"x5x.) SYP. <br />USP HTT4 WW' DA <br />5/S3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />r- — — — — — — — - <br />FIRE <br />�DRAFTS <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. __ STOP <br />FUR. TRUSS <br />ELEV. VIEW �I <br />PRE-ENG. FLR. JOISTS •' <br />3/4" PLYWOOD! <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS <br />1�1 <br />2X4 NAILER FOR -� I <br />DRAFTSTOP L.�W <br />3k"PLYWOOD f/ <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />11 11 7 7 11 " II II "11 11 <br />II II II II II II II II II <br />II 11 11II" II " II <br />II II II II <br />IIII 11 II II <br />III.II II II <br />II 11 it.... II II II II II II <br />II II II II II <br />IIII II II II <br />t <br />11 11 If 11 11 If II I 1 I <br />II II I I II II II I 31 I <br />II <br />2xW WN 11 �� <br />I I II 1 <br />II II II II II <br />OIRDER7DCMUwALLWA18P <br />"A"D4� 1M00D <br />11 II 11 11 11 11 11 11 II <br />II II II II 11 112xWA"° II <br />II 11 SYPI.N0.2 I 11 <br />I I II So II �I <br />IIII II II II <br />SCREWS TO GIRDER <br />I I 11 I I I I I I II SYP 0.2 <br />11 <br />1 i u u n 1 <br />STUAS a <br />12 .C. <br />IIII II 11 II <br />PROVIDE DRAFTSTOPPING <br />_______ _____ <br />4 <br />ALONG THIS TRUSS AS TO <br />11------- --'-- ( <br />— - - <br />,t <br />I LIMIT AREA TO 1000 S.F. <br />PER FBCR 302.12 <br />II 11 11 II 1' <br />DBL STUD <br />11 4 11 II <br />t0E <br />3 9A <br />1 <br />II SEEDETAIL8/S2.1A <br />II I I I10 <br />4 <br />11 II II 11 11 <br />II 11 II II <br />- <br />11 - <br />II ------_- PR6FA�tICATEDFL00R- <br />II II .. II <br />II I I _II II _ <br />7RUBm 24. D.C.! <br />II I <br />_ _.. <br />1T�^' <br />I. I. II II <br />II 11 II II II <br />I <br />�, II II <br />I I 11 II <br />III <br />II <br />to <br />3i <br />II <br />_______ __ __ _ <br />I k e e e e e n Nnn n n <br />II II II II II <br />11 II LI 11 II <br />II II II II II <br />II II 11 II 11 <br />II II II II II <br />11 11 11 ILI <br />II II II <br />II 11 11 II <br />II II II II <br />11 11 II II <br />II II .... <br />I1 11 1I 11 <br />of e of of 11 II II 11 <br />-----�-- I--IL--rll-- -- <br />-it <br />-------- v3= <br />" <br />— <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.ebdesIgngro uP.00m <br />AA #: 0003328 <br />b <br />a <br />6 <br />aysan•. as LOTI <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />PaOJMT# <br />04128.002-17071 <br />MDD — <br />"2605- HAYDEN" <br />0A1CAGa iTIVOk <br />RIGHT <br />PAGIM <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />50 MPH EXP. <br />Dw03/11/19 <br />ECALa1 1/4"=1'-0" <br />ailaaT <br />S3 <br />