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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 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED MY (10)d x 1 1 /2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd x 1 112" 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 BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND <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 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2.6 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 />$� 8 <br />BASE PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />WD-1 <br />4X6 (3 Y!'x5 R') SYP. <br />USP HTT4 W/5/8' DIA <br />5/53.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />FIRE <br />DRAFTSTOP <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />PRE-ENG. FOR DRAFT <br />STOP <br />FUR. TRUSS <br />ELEV. VIEW <br />II n u n II a II �� n 44 n n n n IIII 11 II 11 11 <br />II II II II II II II II II II II II II II IIII �IIjII I I jI'jII II <br />11 u n n 41 n n I I n 1 ItIt Tf <br />I� -�- �} -{}- if -CHI 1 <br />t <br />n u n u n n n 1 1 1 n n n n u IIII II II II 11 <br />II II II II II II 1 31 1 11 11 2xW II <br />1 <br />W <br />L � AND(4)1mWDOD <br />LW un n n n <br />41 II 11 11 11 II 11 II II II 11 SYH.NQ2 14 1111 11 I1 II II <br />II II II II II 112xWA II II II 5,,,so <br />�I <br />BCREWBTOGIRDER. <br />o .1 <br />SYP 02 n n n n n <br />n n n n n n STUT S n 4 4i u n <br />2-PLY <br />,2 OC.IIII II I I II II <br />ali <br />G: 4922 LBS <br />.... r4 I. n <br />4 <br />�� SLY IIII II II II II <br />G5326 LBS <br />DRAFT 4444 n n n n <br />�LL STOP <br />Ff2G <br />_ _ <br />3 <br />11 11 11 11 1 I4 q <br />DBL STUD <br />1 I1 SEE DETAILS/S2. AA 11 1 31 I I1 11 <br />11 11 I1 11 11 11 11 11 11 11 <br />�` 4 - 11 II 11 II 11 11 11 II 11 II <br />II II II II II II II II II <br />q <br />31_ LL_-_ I <br />11. �F�,EOFLaDR_ II _ II II _II till. <br />0 n u n <br />41 11 11 11 11 II it II II 11 11 <br />11 11 14 II 41 11 11 11 41 11 <br />FTt 11 1 11 11 il <br />CRICKET 11 11 T <br />II II 11 11 11 II I 10E 1 II 1 <br />€1 <br />4 DA II II II II II II 1311 <br />iA - - 11 11 II 11 II . II II 11 II 11 <br />U: 119 LBS �Q 3 'e <br />PRE-ENG. FLR. JOISTS G: 354 LBS - <br />CAE _ ]7[ - <br />3/4" PLYWOOD 11 <br />DRAFT STOP,(. <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeogngroup.4wm <br />AA N: 0003325 <br />h <br />Pi <br />O <br />O <br />oxhimV. 1c LOT: <br />SILVERADO <br />LOT #8 <br />BLK. #11 <br />PROJECT* <br />04128.002-08111 <br />acoDzl.: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SVfMG: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />4, � N. <br />� i <br />ROLnrn a cRA <br />AR NO 93723 <br />Dw10/23/18 <br />>sCALE: 1/4"=1'-0" <br />811EET <br />S3 <br />