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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" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (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 NTH <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 LES SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 6' FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE 8 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTIONM <br />REINFORCEMENT <br />4x4 (31/2113 1/2') <br />HTT4 W/ 5/e' DIA. x 5" EXP. <br />SYP. PT, WOOD POST I <br />BOLT <br />r-------� <br />FIRE <br />L- — — — — — — — J <br />FLOORB�� <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3W PLYWOOD I <br />DRAFT STOP .� <br />PRE-ENG. FLR. JOISTS 1 'l <br />11 f1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON LGUM26SDS W/ (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU 8 (4) 1/4" X 2 1/2" SDS <br />SCREWS TO BEAM <br />� �J II II II II II II II II II II II <br />u u u u 1 n u u n n n u n <br />II I III it 11 it <br />II II II II II II III II II II <br />II II it II II II II II'� Ire --II II II II <br />II 11 uc ,nn 11 11 1I 11 11 1x yII 11 11 <br />11 n u u u u Ih u u 1 <br />11 n n n u u tcll <br />11 11 1111 11 11 II 11 <br />II II II <br />II II II II II II "�%) II II II <br />11 SECURE 2X12 HDR I1 1I 11 11 <br />TO 2X8 HEIR MTS-20 I II I I II <br />it WI(14) 0.14812 1R' DBL STUC <br />1 NAILS it II 11 II �� <br />m <br />x <br />_ —SAL' <br />STUDS <br />EN <br />11A ■ <br />■ ■ <br />� 3 <br />SIMPSON HETA 16 W/ (2) <br />1/2" WOOD PANELS <br />DBL <br />T <br />n n u u u n n <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 />11 111. iiFJ1Il !1 10. <br />It <br />11 11 11 11 11 11 11 <br />II II II II II II II <br />II II II II II IF-� II <br />II II II II II II II <br />II II 11 11 II 11 11 <br />II 2 4 II D BE BEARING <br />RII <br />11 11 WALL WI SYP NO. 2 11 <br />IIII STUDS ®16- C TOP OF WOOD II <br />u u WALL EL 8'-0". I1 <br />SECURE 2X12 HEIR L PROVIDE DRAFTSTOPPING <br />TOLBWWIMTS-20===ALONGTHISTRUSSASTO - <br />W/(14) 0.148-x 2 1/2" LIMIT AREA TO 1000 S.F. <br />NAILS PER FBCR 502.12 <br />`SIMPSON HU26 Wl(4)//4"X ----- - <br />-23/4 TITEN 2 ANCHORS TO=------- <br />CMU 6 (2) 10d X 1 1/2' GALV. <br />NAILS TO TRUSS <br />PRE FABRICATED IJOIST <br />® 2424=0.C. MAX <br />�l?iYiiiE�13®i>i2lE <br />— — — — — — — — — — — — — — — — — — — — <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - V-0" IJOIST <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA Y: 0003325 <br />164 <br />Y <br />o <br />A <br />sXMDIV. ae LOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PltOJZOT <br />04181.00�-27111 <br />MODZLI <br />3EEB <br />"2260-ELSTON" <br />GAMAOZ NWINCk <br />RIGHT <br />P/WZ: <br />FLOOR <br />FRAMING <br />PLAN <br />160 MPH E C <br />