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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 12" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 DA OR LOT2 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 />B. LINTELS SHALL HAVE 4" NOMINAL BEARING (N). <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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 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'-(r, 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 Wl A 2x6 STM. 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 />am 3 <br />RASE PLATE OR <br />REMARK <br />DESIMPTION <br />WNFOF INT <br />4x4 (3 12"x3 UT) <br />HTT4 W/ SN' DIA. x S" EXP. <br />E) <br />SYPT, WOOD POST <br />BOLT <br />QP. <br />48 (3 12"x7 1/4") <br />HTT4 W/ 5/8" DIA. x 5" EXP. <br />s <br />0 <br />SYP, PT, WOOD POST <br />BOLT <br />r--------� <br />FIRE <br />I R-11"T2L I <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FUR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS •' <br />I <br />3/4" PLYWOOD <br />DRAFT STOP ' <br />PRE-ENG. FLR. JOISTS TI it 1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON HU26 <br />TRUSS TO <br />LEDGER (TYP.) 2X6 LEDGER W/ <br />1/2" DIAMETER <br />ANCHOR BOLTS <br />�2 ---a 8" O.C. <br />n u n u n n n u 1 SIMPSON MIU2.56/18 u n <br />I II N N it II N II N N N II N ,N __ <br />Ii N 11 II II 11 II II 11 u 11 II <br />I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32T60 <br />PH: 407-714.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA fF. 0003325 <br />Q <br />DaA <br />� <br />R <br />N it N it N II N II II it II <br />4 <br />.� <br />J5 J3 ,N <br />N N N II II N II N N II II N N <br />� <br />BM TO LEDGER <br />11 11 11 11 11 II 11 11 II 11 II u n <br />N DBZ STUD.I N <br />N N II II <br />W/ SIMPSON HUC48 <br />1 IN N II N N <br />11 11 II II 11 2X4 WOOD BEARING WALL W/ 1 1 4 n <br />SYP NO. 2 STUDS Q 16" O.C. a <br />SVBDIV—� <br />3 <br />ABBOTT PARK <br />�I <br />LOTTO #19 <br />FRAA EOUT <br />FOR OPOF <br />__ __ <br />/ <br />ROVIDEDRAFTSTOPPING O <br />____ALONG THIS TRUSSASTO ___ �_ <br />� -- <br />BLit. #9 <br />STAIRS <br />1\ <br />\ / <br />LIMITAREATO 1000S.F. <br />PER FBCR 302.112 n <br />— — - <br />------___ = <br />PROJW <br />04181.006-19091 <br />9; <br />a <br />9B <br />MoDEIs <br />m = _ <br />____________ _= <br />2554—E301- <br />2X4 WOOD BEARING WALL W/ ..- <br />f1 DARWIN" <br />SYP N0�2STUDS 016' C�_—_-- <br />GARAGE SVrMG- <br />—( <br />BMW/ <br />SIMPSONH <br />/ \ aka <br />�9 <br />RIGHT <br />BM3� <br />DBL STUD 0 it <br />ENO OF BM3 <br />1 � 3 <br />PAGM <br />9A <br />=a <br />DBL STUDS <br />a=a=a=a:a=aaa==a as=a <br />4 PRE -FABRICATED FLOOR s <br />JOISTS 0 24" D.D. <br />FLOOR <br />FRAMING <br />iV <br />3 <br />=s z <br />�z=az�za�zs>ma aa� <br />LAN <br />1 <br />1 <br />9A <br />a�z z <br />ez 9A z3 z�zsa�a sa:a <br />le C <br />�7 <br />I BA <br />i <br />— <br />N <br />s>a>esaaras=s�a�— � �SxY' <br />MTS12 TRUSS — <br />TO LEDGER <br />I <br />N <br />- - - - - - - - - - - -------- <br />3 2 1 <br />W <br />M1 <br />N i <br />. <br />0 <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - 1'A" <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />