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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 112" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 10d x 1 11T HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />9. 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 />10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL NTH HILT! X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. 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 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEIUNGS, 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 />sgm a <br />CESG•RPTION <br />BASE PLATE OftMARK <br />MNFORC 1? <br />REMARK <br />4X6 (3X9c5X") SYP. <br />HTT4 W/ 5W DIA. <br />PT., WOODL POST <br />x 5" EXP. BOLT <br />WD-2 <br />4X6 (3 XN5)¢") SYP. <br />HTT4 W/ 5/8" DIA <br />(5/S3.1A) <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />f--------1 <br />FIRE <br />DRAFT STOP <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FUR.TRUSS 11M <br />ELEV. VIES I <br />PRE-ENG, FLR. JOISTS ,II <br />3/4" PLYWOOD) <br />DRAFT STOP �I <br />PRE-ENG. FUR. JOISTS <br />II rl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />T <br />XAY <br />�s�zas=as:�a sxxz=xsss zsssxxs <br />2x4WOOD=sxxx=ssxx=- <br />WALL W/SYP. NO.2 <br />STUDS <br />12" O.C. WDI <br />x�x <br />=xxm=m= =mxsxx <br />11 1 4 <br />=xm=max as=xxxxx=x <br />it 11 11 II 11 <br />11 <br />11 <br />1 11 II It II II LL <br />i II II II II Ilm =xa �x <br />1 11 II 11 11 <br />II II H. II II II <br />1 sxxx=sxz�x ssoszs=s: <br />II II 5 <br />APPLY DRAFTSTOPPING t 2x4 WOOD - a... =sso=—= =—=—=: <br />ALONG THIS TRUSS AS TO `Al 11 WALL W/ <br />LIMIT AREA TO 1000 S.F. III I SYP. NO2 <br />FBCR 302.12 JJJIIII II STUDS 0 <br />III !! 1 I 12„O.C.1 <br />W/ <br />2x4 WOOD WALL <br />SYP. N0.2 STUDS. Q x sm s <br />PLACE DBL STUDS <br />UNDER EACH JOIST <br />xssxrsxsms�x xxxx=x <br />s�xsszm=ems ass <br />1J <br />2X4 WOOD WALL <br />_ <br />W/ SYP. N0.2 <br />STUDS. PLACE <br />DBL STUDS <br />-- <br />—_—�— <br />UNDER EACH <br />( <br />I I JOIST <br />2X4 WOOD WALL W/ SYP. - <br />_NO.2STUDS 612"O.C.- <br />x <br />HJ4 =-- <br />— <br />�-- SECURE 2X12 HOR TO <br />CMU W/HU410 W/(18) <br />TITEN 2 SCREWS TO <br />CMU & (10) 0.1484 <br />NAILS TO HDR <br />SECURE 2X12 HDR <br />TO 2X8 HDR MSTA-18 <br />W/(14) 0.148"x 2 1/2" <br />C4 U <br />O <br />NAILS <br />s=aZaa= 1 i0 <br />FJ7 p a <br />�O <br />F57 <br />x x�xN <br />F J5 <br />FJ5 s a <br />9A <br />=�Fs=�= <br />106 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />CH1H <br />1441 N. RONALD REAGA 4 BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-"'- <br />FAX: 407.7744078 <br />www.abdesigngmp.com <br />L AA M: 0003325 <br />lb <br />w <br />Q <br />gp <br />b <br />4 <br />a <br />6 <br />