Laserfiche WebLink
FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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 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 d <br />DESCRIPTION <br />REMARK <br />10 <br />(2)2X6 <br />2Q <br />(2) 2X8 <br />3Q <br />(2) 2X10 <br />S' CM WALL <br />REF. PER PLAN <br />CRICKET LINE <br />S' X 16' LINTEL <br />OMITTED FOR CLARITY <br />W/ (3) 5 BAR <br />DOUOLE 2XI2 P.T. <br />LEDGER W/ 3/4' <br />DIA J MOLT <br />SEE SCHEDULE, <br />PRE-ENG. ROOF <br />` TRUSSES • 24' <br />STAGGERED FROM <br />SIDE <br />OPPOSITE. <br />/ I O.G <br />-A <br />- MIN. 5/8' TYPE <br />FLOORING 'X' GYP CORAD DDL 2XI0 P.T. <br />SYSTEM LEDGER W/ <br />(SEE FIRST GARAGE SEE <br />SCHEDULE, <br />FLOOR FRAMING SEE SCHEDULE, <br />�'�) STAGGERED FROM <br />OPPOSITE SIDE <br />LINTEL SECTION <br />A SCALE: 1/1' . I' SEE TRUSS PLANS <br />FOR EXACT SIZES <br />BEAM SCHEDULE <br />® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM 113,01.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH /TO.S=TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc (psi)SIZH, <br />ZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />CNGBB1 <br />MASONRY <br />3000 <br />8x16 <br />(1)#5 <br />(1)#5jj� <br />qNIA <br />GROUTED SOLID <br />BB2MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />GROUTED SOCB1CONCRETE <br />3000 <br />8X24 <br />(2)#5 <br />(2)#5 <br />(2)#5 <br />O.C. <br />GROUTED SOLID <br />- • '. 81`16AT/OM/O <br />2 <br />CH5 <br />BRG 9-4" BRG. 9'. <br />BRG. 10'-8" G. 19. <br />8F16-lT/lM/18 <br />- - BOT OF LINTE <br />L@94 <br />13'-0" MIN. LINTEL LENGTH <br />FOR I V-8" OPENING <br />-UNO, PROVIDE BB2 <br />WHERE ROOF <br />TRUSSES BEAR TOP <br />OF WALL EL 9AUNO <br />8F16-lT/l M/OB <br />m <br />DBL STUD <br />UNO, PROVIDE BB1 <br />UNDER HEADER <br />WHERE FLOOR <br />8 <br />TRUSSES BEAR, TOP OF <br />.1 <br />WALL, EL. 10'-8", UNO <br />LBW <br />_Q_ <br />8 DBL STUD <br />,i UNDER HEADER <br />= FTGR1 <br />17'-0" <br />I. 2'-2" <br />BF32-1 T/1 M/OS <br />I. O <br />m <br />I <br />;!o <br />b <br />:81RF30- <br />8F8-1TIOM/OB <br />8F8-1T/OM/0B <br />B2 @ 9-4" <br />2 SIDES <br />8F32-1 T/l M/OB <br />TOP OF WOOD <br />WALL, EL. 9'-4" <br />B7 @ 9'-0" <br />2 SIDES <br />m <br />6 <br />fi . o0 <br />TJ�4� <br />W <br />DBL STUNDER <br />° DBL STUD <br />1 UNDER FLOOR <br />° SYSTEM <br />TOP OF WOOD S2 <br />WALL, EL. 9'-4" <br />z <br />W <br />w <br />z <br />s <br />T <br />-M <br />DBL STUD <br />UNDER FLOOR <br />SYSTEM <br />�m <br />8F32-1 <br />8F30-1 Tll M/OB <br />m <br />CRICKETf- <br />LINO, PROVIDE BB& <br />m WHERE ROOF TRUSSES <br />BEAR, TOP OF WALL, <br />EL. 9'4", UNO <br />BOTTOM OF LINTEL @ <br />v <br />rR° <br />je <br />FRI <br />101 <br />�1C :::::::::i::::•:::r:::::::3:::::: <br />LIFT BEAM PLAN <br />SCALE: 1/4"=V-0" <br />6 <br />Grou�Ln. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdealgngroup.°om <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: 8134386-2628 <br />FAX: 8134W6.2802 <br />svHa:v ae IUDT: <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECT* <br />03719.001-15161 <br />MODEL.• <br />3278-JORDYN II <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FIRST LIFT <br />BEAM PLAN <br />(CAST—CRETE) <br />15 PH EXP. C <br />