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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) iOd x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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 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 0'-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 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 ALLTRUSS 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 />MARK <br />SIZE I <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD_1 <br />4X6 (3 Yz"x5 Yz") SYP. <br />H774 W/5/8" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />00, <br />CJ1 II N CJ1 <br />1CCJ AII N N N N N II N N II N N II <br />,tCJ3 <br />CJ CJ5 <br />A8G <br />c <br />1C <br />i 1 <br />A7 <br />IAA.=. I ,� � I I I o 4 <br />O <br />w <br />�. as .®. _i Z <br />IA3 I I I I I <br />��. . �OO.-. <br />PRE -FABRICATED RF <br />TRUSSES (Q)24" O.C. = 0 0 <br />(TY�_ _ _ 2 <br />IDGE <br />s <br />od <br />I I ATTIC 1 I I I $ o <br />CCE_S§ Lwp� <br />0 0 <br />8@_=== ----- -_- --- -_-_- �z <br />W <br />Q <br />_lAE _ <br />1C 9G O 1C <br />h II q ��n n a .5 <br />1A B2G_ �� N N N II q II I� CJ3 <br />ji., II .I II III III <br />CJ5 . It <br />u u u y'A CJ5A w'N 'wN 'wll WII WII wll (I CJi <br />N N N N N CJ3A _ <br />'it itu Z3 <br />r CJ1 u N N N N EJ7 N N N n yy CJ1 to � I y✓' <br />I <br />i <br />c'3 cM3 c-------------------------' <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />no <br />� <br />L <br />$ <br />Ci <br />w- <br />a <br />K <br />6 <br />chi <br />h <br />avHDIV & W <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE #4C <br />1pitojmcT# <br />04181.04C-09141 <br />MODEr1 <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 9WING: <br />LEFT <br />PAGE <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />DA��'iE., oz/ov707*1 /zz <br />eaAUC: 1/4"=1'-O" <br />81993m <br />S6 <br />