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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 WI 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 />8. 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.-0" <br />9A 10B 3 <br />8. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). <br />> <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />4 <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />2) 2X8 LEDGER W/ <br />/""ANCHOR BOLTS, <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />8" O.C. <br />APPROVAL <br />EJ2 <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />II II II II II <br />II <br />SIMPSON HU28 <br />TO LEDGER <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />9 <br />0 <br />It 11 11n' n 11 <br />n II <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />II II II <br />II <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />II <br />11 II II n 11 II <br />9A <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />uN u n n x <br />Iupl n Np <br />RATIONAL ANALYSIS. <br />II II II II <br />p <br />10B <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS <br />II J2 <br />11 II <br />�, It u Is x <br />1 x <br />NOTED OTHERWISE. <br />BM4 <br />�II n n <br />n _ px qn <br />7 <br />3 4 T <br />I1 <br />BM3 II II N <br />p 11 u p p <br />n <br />m <br />It 11 11 PROVIDE ORAFTSTOPPING I x n 11 A <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />9' <br />a aaae = <br />ALONG THIS TRUSS AS TO <br />LIMIT AREAS.F. <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />1 11 u u II n a II <br />a a»= a FBCR 3TO12� <br />11 <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />11 11 <br />1 BM1 <br />2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS <br />_ _ _ <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />a®a m a <br />_ <br />SIMPSON HU46 <br />3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />2X4 WOOD BEARING u x u n <br />WALL W/ SYP NO. 2 <br />n <br />. <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />ii <br />Fili, <br />STUDS 0 '2" O.CMAINTAIN <br />e . _ . a <br />AT LEAST 6'FROM THE CENTER OF THE COLUMN. <br />11 II II 11 II 11 11 <br />II -_ <br />a�c� — — — - <br />- <br />11 <br />N II II II II II II <br />II 11 II II 11 II II 11 <br />II <br />11 = - — c _ <br />4 ING <br />_ <br />II <br />II II Il 11 II II II II <br />WALL W/ SYP NO. . 2 DBL <br />II <br />o <br />STUDS EA JOIST <br />.� <br />_ <br />II II II II II II II II <br />II <br />u <br />u ❑ n0:�u n u n u <br />a /777 <br />II <br />II II III°II II II I II <br />II \ )a�.�a�= <br />n <br />u u na u u u u u <br />a aaa <br />u 4 <br />-` <br />II <br />FIRE —, <br />DRAFT STOP <br />II <br />II <br />II II II II II II ,� II <br />11 11 II II 11 11 II <br />II - � — <br />11 rn\ — <br />- <br />L <br />— _ I <br />AI <br />/� <br />aaaa>=::eza <br />= <br />yy L-g---- — J <br />FLOORB—� 2X4 NAILER <br />� <br />=_= <br />9A <br />a ,i <br />PRE-ENG. STOOP DRAFT <br />- <br />II II <br />II <br />9� �____ <br />// \\ MO LEDGERS <br />108 <br />FLR. TRUSS <br />e-�e a'�� <br />iI <br />3 <br />9B ((2) 2X8 LEDGER W/ <br />112 ANCHOR BOLTS, <br />ELEV. VIEW <br />1 V EDGE SPACING, <br />,OB 18"0.C_ <br />�Q <br />PRE-ENG. FLR. JOISTS <br />" CA <br />3 <br />-� <br />3/4" PLYWOOO: <br />j ! <br />DRAFT STOP <br />�yftJfl <br />9A <br />PRE-ENG. FLR. JOISTS <br />108 <br />I <br />, <br />2X4 NAILER FOR 11 1 <br />3 4 <br />DRAFT STOP <br />, <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />FIRST FLOOR <br />FRAMING PLAN <br />DETAILS <br />SCALE: 1/4"" V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbda*Ip roup— <br />L AA A: 0003325 <br />a! <br />rjj <br />aunDrv. at LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />P�C ItOJT,/ <br />04181.000-21071 <br />MODZL: <br />E401 <br />"2828—ENSLEY" <br />GARAGE OMMO: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />%160 MPH E C <br />DATE: 05/04/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />