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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) 10d x 1 1/2" HOG 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" 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 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 />S. 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 @ W 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'-G", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENOINEER 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 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 />MARK <br />alb a <br />WE PIATE CR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4x4 (3 IrZx3 1/2') <br />HTT4 W/ 5/8" DIA. x 5" EXP. <br />01 <br />SYP. PT, WOOD POST <br />DOLT <br />r--------T <br />FIRE <br />�A�T SLOP <br />L-------"--i <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. IftSTOP <br />FLR. TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. J:AI <br />i <br />3/4" PLYWOOD <br />DRAFT STOP 81 <br />PRE-ENG. FLR. JOISTS I IT I <br />I I ri <br />2X4 NAILER FOR <br />DRAFT STOP <br />314" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON LGUM46-SDS W/ (4) <br />3/81" X 4" TITEN HO ANCHORS <br />TO CMU & (4) 1/4" X 2 1/2" SDS <br />SCREWS TO BEAM <br />II <br />II <br />II <br />II <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />SECURE 2X12 HDR It <br />TO 2X8 HDR MTS-20 <br />W/(14) 0.1481x 21Q" <br />NAILS,, <br />DBL <br />11 II II <br />DBL STUDS <br />It 11 11 11 <br />TII II II <br />11 11 11 11 11 II 11 <br />II II II II II II II <br />II II II II II II II <br />II II II II II II II <br />II II II III! II II <br />11 Itu RFJ1u 11 R <br />rl 11 <br />u u u u u u u <br />II II II II II II II <br />II II II II II II-N <br />11 II 11 II II II 11 <br />II II II II II II II <br />II �IIWIIDII IIBEARINGII <br />11 11 WALL W/ SYP NO.2 II <br />II II TOP OF WOOD C <br />!! !! WALL EL. 8'-8". II <br />251 <br />SECURE 2X12 HDR L PROVIDE DRAFTSTOPPING <br />_ <br />__ <br />_: TO LBW W/ MTS-20k = _ = ALONG THIS TRUSS AS TO <br />—6� <br />W/(14) 0.148' 2 1/2" LIMIT AREA TO 1000 S.F. <br />STUDS <br />--_— NAILS _—_PER FBCR 502_12 - <br />HU26 W/(4)1/4"X <br />TITEN 2 ANCHORS TO <br />CMU 1, 2) 101 X 1 1/2" GALV, <br />N NAILS TO TRUSS <br />N N <br />2 <br />t� a 98 106 3 PREFABRICATED IJOIST <br />U 1 (9 24" O.C. MAX <br />SIMPSON HETA 16 W/ (2) _----______=___ <br />1/2" WOOD PANELS <br />FJ4 <br />-------------------- <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" I -JOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />rr <br />S <br />�aa <br />sxmDrv. as LOT <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />PROJECT <br />04181.00 -26121 <br />]![OD>IIL1 <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FLOOR <br />F PLAN G <br />160 MPH A. C <br />