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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 It? HDG NAILS. <br />SMALL JACKS < W MAY BE NAILED W (tO)d x 1 10 HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG 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 METALCONNECTORS <br />ARE TO BE GALVANIZED. <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, 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 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LSS SHALL BE <br />FABRICATED W/ A 2x6 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 />SIZE A <br />BASE PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />WD 1 <br />4X6 (3 X"x5)`z") SYR <br />USP HTT4 W/5/8" DIA <br />5/53.1A <br />PT., WOOD POST <br />x 5" EXP, BOLT <br />FIRE <br />DRAFT STOP <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG.�ff STOP <br />FUR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />3 <br />1 <br />FT3 78 F74 <br />II II II II IIII 3E II II II II II II II II II II II II II II <br />II II II II IIII II II II II II II II II II II II II II II <br />II II II II IIII II II II II II II II II II II II II II II <br />II II II 11 II II II II II II 11 11 11 11 <br />-IH— —I�- 4-44-4-4 <br />II n II II IIII n I t I n n n n n n II <br />1 II II II II IIII II '1'.1 QD II II 13 t I II II II II II II 4 <br />t <br />IIII I I It'1IALL W I I I I 11 11 11 I I I I 11 11 11 <br />I I I I I I I I IIII �I INo2 I I I I I I pL N I I <br />II II II II IIII ' I I II TUDS II I I II II II I I aPLY <br />O.C. <br />II II II II IIII G: 4922 LEIS <br />II II II II IIII �LY _---- _—'-- ��- <br />4 G: 5328 LBS <br />n n n u nnD1�- t LLIII <br />STOP _J1FT2G_ <br />n n n q n n I n <br />DBLSTUD <br />II OII I 31 I II SEEDETAILB/2.1A II 1 <br />I 3 <br />II II 11 II II II 11 II 11 11 __ 3.1 ____ __ t <br />11 11 11 11 II 11 11 II II 11 q <br />t II 11 11 11 11 11 11 11 II 11 iDE <br />II II II II II II II II II II - ___ <br />TRRt.�Q2{�O.G.OW I <br />11 II II 11 II 1 11 11 11 11 1 <br />II II II II II II II II II II <br />It 11 11 11 It II II II II 11 <br />11 11 FT, <br />I I I 10E <br />11 11 13t I I I I I I I I I I I I I u p II 11 GT II II II II II , ,�LY <br />I I I I I I I I- I I I I II I I I I I I N I II II II II B II G:1709 LBS <br />s v . II 11 II II 11 II 11 <br />-- ----------- -- p -- <br />3 — — — — -- — <br />t - <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />GIRDER TO CM) WALL WA18P <br />LGLtM W W44)]jW WEDGE <br />BOLTS AND (4) W93 WOOD <br />SCREWS TO GIRDER <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeaigngmup.mm <br />L AA A: 0003325 <br />q <br />m <br />0 <br />d <br />a <br />BL733DIV. do LOT: <br />SILVERADO <br />LOT #57 <br />BLK. #6 <br />P1to"=T/ <br />04128.002-57061 <br />MODEL" <br />4EHB <br />"2605- HAYDEN" <br />OARAGR ts,IM90: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />