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FRAMING NOTES <br />1. P.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA 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 />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 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 WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />D <br />(2) 2X6 <br />2Q <br />(2) 2X8 <br />3D <br />(2) 2X10 <br />S' CMU WALL <br />REF. PER PLAN <br />CRICKET LINE <br />S' X 16' LINTEL <br />OMITTED FOR CLARITY <br />W/ (3) -3 BAR <br />DOUBLE 2X12 P.T. <br />LEDGER W/ 3/4' <br />DIA J BOLT <br />SEE SCHEDULE, <br />PRE-ENG, ROOF <br />TRUSSES • 24' <br />STAGGERED FROM <br />Oic- <br />OPPOSITE SIDE <br />— MB•L S/S' TYPE <br />FLOORING 'X' GYP BORAD DBL 2XIm P.T. <br />SYSTEM LEDGER W/ <br />(SEE FR FIRST GARAGE SEE SC EDUL, <br />FLOOR FRAMING SEE SCHEDULE, <br />I LAN) STAGGERED FROM <br />OPPOSITE SIDE <br />LINTEL SECTION <br />A SCALE: 1/2' • P SEE TRUSS PLANS <br />FOR EXACT SIZES <br />BEAM SCHEDULE <br />gZaMM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L.=BOTTOM OF LINTEL/T.O.A=TOP OF ARCH/T.O.S=TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(P50 <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />1 BX16 <br />(1)#5 <br />(1). <br />N. <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8,8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB1 <br />2 <br />UNO, PROVIDE BB2 <br />WHERE ROOF <br />TRUSSES BEAR, TOP <br />OF WALL, EL. 9'-4", LINOP <br />m--- m—mm------- mm1---- r--------- <br />I` <br />1 <br />1 <br />♦ BF16-1T/1M/OB <br />1 <br />, <br />1 <br />♦`♦ <br />m <br />I <br />♦♦ <br />1 <br />8F32-1 T/1 M/OB <br />TOP OF WOOD <br />WALL, EL. 9'-4" <br />lV m <br />J <br />ao <br />DBL STUD <br />UNDER HEADER <br />LINO, PROVIDE BB2 <br />WHERE ROOF TRUSSES <br />BEAR, TOP OF WALL, <br />EL. 9'4", LIND <br />aTOP OF WOON <br />m <br />J <br />8F30-1T/1M/0B <br />_m <br />—CRICKET � <br />F <br />a <br />BOTTOM OF Lll @ <br />0 <br />� ♦ BRG. 104' , <br />4 1 I `♦ <br />1 I `♦ 1 <br />1 ♦` 1 <br />If�..m��.��. m—F=8-1T-0----------- N <br />CH5 <br />6-IT/1 M/1 B <br />BOT OF LINTEL @ 9'-4" <br />IT-O" MIN. LINTEL LENGTH <br />FOR 1 V-8" OPENING <br />UNO, PROVIDE BBi <br />DBL STUD WHERE FLOOR <br />UNDER HEADER TRUSSES BEAR, TOP OF <br />WALL, EL. 10'-8", UNO <br />' 3 1 <br />_ � Q <br />_ LBW _ <br />gym— - <br />Lill __ DBL STUD 8 <br />DBL STUD ° 2'-2" <br />UNDER FLOOR .1 <br />SYSTEM o <br />TOP WOODI <br />S2 WALL,L, EL. 9'-4" <br />uZ <br />J w <br />ua <br />O <br />gq <br />f0 <br />40 <br />FTOR1 <br />SF32-1T/1 WOB <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />J <br />1 T/1 M/OB m 1 <br />�1 <br />of <br />�1 <br />al <br />°J 1 <br />1 <br />B1`8-1TXMXB Emmlammsps'BF8.1T/OM/OB 1 <br />BB2 @ 9'-4' <br />2 SIDES <br />LIFT BEAM PLAN <br />SCALE: 1/4"=1'-O" <br />I N C N I T E C T I <br />6 <br />Gr upOL <br />41 N. RONALD REAGAN BL' <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 <br />annnnia <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT# <br />03719.001-19161 <br />MODEL' <br />3278-JORDYN II <br />CARACE SWING: <br />LEFT <br />PACE: <br />FIRST LIFT <br />BEAM PLAN <br />(CAST-CRETE) <br />%150,VPH FA. C <br />