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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" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1 Od 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 />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 (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 C 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 />TRUES MANUFACTURER / ENGINEER NOTES: <br />i. 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 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 & <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORE CEMNT <br />WD-1 <br />4X6 (3 Y,"x5 X") SYP. <br />HTT4 W/5/8" CIA x S' <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />r- — — — — — — — — <br />FIRE <br />_DRAFT STOP <br />3/4" SUB <br />FLOOR ��, 2OX4 NAILER <br />R DRAFT <br />F <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIE�P <br />PRE-ENG. FLR. JOISTS <br />3/4"PLYWOODI <br />DRAFT STOP �I <br />PRE-ENG. FLR. JOISTS <br />I I <br />2X4 NAILER FOR--__L) <br />DRAFT STOfP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />N II II 11 <br />II II II <br />n 11 it <br />11 u 11 11 II <br />II N II N � <br />N N N N N <br />11 II 11 11 11 " <br />� � II II II N <br />11 N u n n n <br />II 11 11 II If <br />II II II II II <br />II U II <br />N II II II <br />II II <br />II N � N B <br />II ryryN N 1pg1 1Ip1I <br />II 11 A II II II <br />h � � II it � <br />II 11 11 II 11 N <br />II J2J1 <br />II II II II II <br />IL 11 J9 11 a II <br />4 <br />N I I I I I I <br />11 N 11 N II <br />N 11 11 II II <br />I <br />IIII IIII IIII <br />WIMCWWALLVW <br />II II <br />II II n II <br />II 2X4 WOOD WALL WI <br />If If If If <br />ND x4 <br />11 <br />NII <br />1I1I <br />WALL W/ <br />NII N11 <br />IIII <br />O.C.8hP8N0MbE <br />IIII <br />12 <br />NI BYPW. NDD1 .2 STUDS <br />IIII IIII <br />(4)NrIKI88CRENIMMI <br />1 <br />SYP. <br />n u u u it <br />�I . <br />N\— 11 <br />11 If N STUDS <br />If If n n a <br />12" D.C. <br />II II <br />BMi <br />2X6 WOOD <br />WALL W1 DBL. <br />�' <br />a <br />STUD UNDER <br />II II <br />-- _ <br />J—ssaaesdl <br />4 <br />11 <br />EACH JOIST <br />II 11 <br />1 fir_=_t� <br />(� <br />�U <br />11 <br />II II I II 11 II <br />s:sagas �=>=swan. <br />aaa�aaaa=a ��� <br />gaga=aa�a iowmowoim <br />aaa=aa�s <br />i <br />a ae a aaalb= <br />II <br />II� II <br />oe° <br />STUD UNDER II <br />II <br />II <br />II EACHJOIST <br />II <br />II II II II <br />PROVIDE DRAFTSTOPPING <br />ALONG THIS TRUSS AS TO II <br />LIMIT AREA TO 1000 S.F. <br />PER FBCR 302.12 <br />.. 11 <br />II II it II II II II II <br />II II Ifs II II II II II <br />11 11 11 II 11 It 11 11 <br />II II I� II II II II II <br />II II II II II II II II <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" I -JOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />iS <br />6i <br />�p <br />O <br />gEvOWP <br />PARK <br />LOT #12 <br />BLK #9 <br />PROJECT* <br />04181.000-12091 <br />MOIDZT- <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />60 YPH <br />rPRu;TDAM 08/14/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />