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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 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 />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 a 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 2x8 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 />SIZE 8 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />40 (310X3112') <br />HTT4 W/ S/8" DIA. x 5" EXP. <br />SYP, PT, WOOD POST <br />1 BOLT <br />r- — — — — — — — - <br />FIRE <br />L--------I <br />FLOORB�� <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR.TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS i <br />3/4" PLYWOODI <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS ,'� I <br />11 fl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SIMPSON LGUM46-SDS W/ (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU & (4) 1/4" X 2 1/2" SDS <br />SCREWS TO BEAM <br />II II II n II II'� V) II 'SIP i II 1 II II II II <br />^1 II 11 11 11 11 ' 11 ir- II 11 11 II II <br />if 11 11 11 <br />��I I. II II II II II II II II II II II II <br />-�� II II II II II II II II II II II II <br />II II I III II II II II it II I 1II II II to <br />11 <br />it II II II II II II/� I�t--II II II II II <br />11 11� "it II 11 11 It 11 IIF1'11 II 11 II <br />Tj II II 11 11 It n 11 11 II n 11 II <br />II II II II II II II II II I�l1A <br />11 11 11 11 11 It 11 11 11 <br />U <br />If 11 11 II II II II II II II � 11 II II <br />II ii 11 11 11 11 II It 11 11 � II 11 11 <br />it II II II II II II II II II �) II II If <br />II <br />II II it II II If II II II II '�%III II II <br />11 It 11 11 11 SECURE 2X12 HDR It II 11 11 <br />II II II II TO 2X8 HDR MTS-20 I) II II STUC Il <br />W/(14) 0.148'k 2 1/2" DBL <br />u u u WD 1 NAILS ❑ 11 u u it <br />=A7ia=�i� <br />STUDS <br />J3A <br />n s <br />— —IF EJ4 <br />J1A <br />II tl <br />SIMPSON HETA 16 W/ (2) <br />1/2" WOOD PANELS <br />n n <br />II II <br />n n u <br />II II II <br />u u <br />II II <br />II II <br />II II I <br />II II <br />II II <br />II II II <br />II II <br />II II <br />11 11 <br />_ <br />II II II <br />11 11 <br />FJ1II.. <br />II II <br />11 II <br />_ <br />HJ7 <br />SECURE 2X12 HDR <br />L PROVIDE DRAFfSTOPPING <br />c : TO LBW WI MTS-20 = _ <br />= ALONG THIS TRUSS AS TO <br />W/(14) 0.148"x 2 112" <br />LIMIT AREA TO 1000 S.F. <br />NAILS <br />PER FBCR 502.12 <br />_=_=_—____—___ <br />`SIMPSONH2WFNu'181.1f/4�4�GA Th <br />9B 1013 3 PRE FABRICATED I -JOIST <br />024�D.C. MAX <br />FJ4 <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" = l -a' IJOIST <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />R <br />8UDDIV. a LOT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />PROJECT* <br />04181.000-17111 <br />MODELt <br />3EEB <br />"2260—ELSTON" <br />GARAGE 8WWG: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 MPH E . C <br />03 <br />DAM 05/25/21 <br />8CALE: 1/4"=V-0" <br />SHEET <br />s3 <br />