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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)106 x 1 11T 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/ iOd 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 />6. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). <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 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 BARING 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 OTHERWSE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ 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 FORALLTRUSS 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 3 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD 1 <br />06 (3 X'x5 X") SYP. <br />H174 W/5/6" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP, BOLT <br />r--------- <br />FIRE <br />I— — — — — — — — J <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />1 <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFTSTOP III <br />I <br />PRE-ENG. FLR. JOISTS TI II I <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4' PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />II <br />II <br />u n <br />II n <br />II II <br />n n <br />n n 11 n n <br />11 II II 11 II <br />n u It u a <br />11 n I I I I U <br />II II II II II <br />it u <br />II II <br />II IL <br />II II <br />II II <br />it II II II II <br />II II 13 II II II <br />u u u <br />II II II II II <br />II aulie 1112 111111 <br />It n <br />n u <br />u u n n it <br />u u u u n <br />I.U-. <br />BM1 TO CMU WALL W/ 1 <br />II II <br />II B II II II <br />II 2x4'WOOD II <br />SIMPSDN LDUM/SSDS W (4) V x 4" <br />T 94 HD ANCHORS AND <br />I <br />III <br />II <br />2x4 WOOD <br />II II II WALLW <br />SYP. NO.2 STUDS II <br />(4)NMIx2)rSDSSCREWSTOB <br />/° <br />u�_ <br />\ <br />it <br />SYP.N0.2 <br />11 n n STUDS u <br />u u a u n <br />I H <br />II II <br />II II II 12" O.C. II <br />II Ill y u u u <br />MGE1 <br />sesa=e= <br />_ vse <br />PR&FZLiTED <br />FLZ <br />JOISTS a 24_O.C. <br />rk -0 <br />u, <br />I II II II tl II <br />I n n n u n <br />II II II I N <br />u It u If <br />II II II II <br />II II II II <br />II 2 ii WOOD <br />II <br />11 WALL W/DBL II <br />II STUD EAUNDER <br />CH JO ST II <br />u u <br />II <br />II <br />II <br />n <br />II <br />III <br />II <br />II <br />it / DBL STUD � �I <br />II WALL W DBLD. II p IOVIDEII RA Il Tppp�G (I <br />11 STUD UNDER II ALONG THIS TRUSS AS TO II <br />II E II H JOIST <br />II PER FBCR 3001 S.F. LIMIT AREA T2 12 <br />000 II <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-O" IJOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA If: 0003325 <br />fit, <br />n <br />c <br />o <br />R <br />SUDDIV & LOT: <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />P1toi=Tp <br />4 0-3907 <br />moDELu <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BWDFG: <br />RIGHT <br />PAGE: <br />FIRST FJ.C <br />FRAM <br />PLA <br />160 MPH <br />♦,J <br />a AW WA <br />NO �3723 <br />DA� 09/21/21 <br />SCALE: 1/4"=1'-0" <br />SIfEw <br />s3 <br />