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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/1" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) iOd x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 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 WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. 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 9A 1013 3 <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. 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 @ 16" O.C. T T T �{ I' <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END A II AA 'I r, rr rr i rr <br />UNLESS OTHERWISE SHOWN DIFFERENT. r rr ri a rr rr rr n rr rr rIt 11 <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON III N II II N N N N N N <br />RATIONAL ANALYSIS. N II 11II II II II II u <br />rr n n n n n n' II II II II II <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS 11 a 11 11 n 11N NOTED OTHERWISE. II II II II II 11 11II II II N II II II <br />u 11 rr. It u n n ItIL 11 11 11 11 11 1 11 j u n u n n n u u u u n u u <br />N 1112 �I rr rr J9 .I 11 II <br />11 rr 11 II II 11 Ir it It [I it rr It r� rr <br />II II II II N N N 2z4 W°°° II II II II it 4 <br />TRUSS MANUFACTURER /ENGINEER NOTES: WALL w/ 1 <br />SYP. NO2 <br />u u u u u n n n n N u u n n u <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE BM7 TO CMII WALL WA18P n rr <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) LQIJMIB ��x W✓� 2x4 WOOD STUDS <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BOLTS AND (4 )� WOODII II II II N WALL W/ N N N 12" O.C. II <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SCREWS TO MI, BLOCK W1 N SYP. N0.2 It N N I r rr u <br />rr u u n n n n n n r II II II II II <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 1?PLYNIOOD EA BIDE OF BMI STUDS@ WD1 <br />3.TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 12" O.C. <br />TRUSS CONNECTIONS. BM1 2X6 WOOD a ri n <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. WALL W/ DBL. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />� J6 STUD UNDER <br />r =—===e—J4 41 it EACH JOIST r <br />— _ <br />411 <br />3 10B 9A- <br />4 <br />1 DBL STUD <br />u u u r 1 r u It <br />—_—__ ___= I) II WALL W/DBL II PIOVI IIR IITOPPG II <br />4 rr r r STUD UNDER rr ALONG THIS TRUSS AS TO 11 <br />EACH JOIST <br />rl 1 LIMIT AREA TO 1000 S.F. <br />n <br />----- �� �� PER FSCR 302.12 <br />u l <br />J7 1 <br />1 PREF FLOM n n n u u n u u n <br />__ _- - II II II II II II II II II II II <br />FIRE ( u u n u u u n u u r <br />DRAFT-- II ll II II II II II II II II N <br />3/4"SUB I�=^=eee ____ e n u u u n 11 n n R 1. <br />FLOOR <br />FOR DRAFT <br />3 tOB rr __ _ _ _ _ II II II II II II II II II II u <br />2X4 NAILER <br />PRERUSS _ STOP 1 1 1=__—=—_000c _ n n U u 11 r n r r u <br />FLR. TRUSS <br />-_ _ II II II II II II II II II II N <br />ELEV. VIEW 4 - - rr Ir H r r it <br />3.1 I 3.1 <br />PRE-ENG. FLR. JOISTS ( �__=� -— — — — — — — — — — — — — — — ---- <br />3M" PLYWOOD <br />DRAFT STOP <br />�:11.11 �Z131 <br />PRE-ENG. FLR. JOISTS <br />r�r <br />2X4 NAILER FOR <br />DRAFT, <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" (JOIST <br />COLUMN SCHEDULE <br />sew a <br />BASE PLATE OR <br />MARK <br />DEBCRIPTION <br />REINFORCEMENT <br />REMARK <br />WD-1 <br />4X6 (314'z515") SYP. <br />USP HTT4 W/5/8" DIA <br />5/S3.1A <br />PT., WOOD POST <br />z 5" EXP. BOLT <br />1441 N. RONALD REAGAN f>lw. <br />LONGWOOD, Fl. 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.rnm <br />AA $: 0003325 <br />04 <br />Rio <br />Krw w <br />Ui <br />vsDivac LO: <br />BBOTT PARK <br />LOT #1 <br />BLK #8 <br />PROJIDCT# <br />4 81. 0 -010 2 <br />MODEL: <br />4EHB <br />" 2605- HAYDEN" <br />OAllAGE aMIINO: <br />RIGHT <br />PAOS.: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />60 MPH EXP. <br />Dw� 09/12/19 <br />arz>�r <br />s� <br />vsDivac LO: <br />BBOTT PARK <br />LOT #1 <br />BLK #8 <br />PROJIDCT# <br />4 81. 0 -010 2 <br />MODEL: <br />4EHB <br />" 2605- HAYDEN" <br />OAllAGE aMIINO: <br />RIGHT <br />PAOS.: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />60 MPH EXP. <br />Dw� 09/12/19 <br />arz>�r <br />s� <br />