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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 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 N IOd 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 AT TOP 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 <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. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2.500 LBS SHALL BE <br />FABRICATED W/ A 2x6 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 & <br />SASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 Y2NS )¢") SYP. <br />USP HTT4 W/ SM' <br />SIS3.1A <br />PT., WOOD POST <br />DIA. x 5" EXP. BOLT <br />r---------1 <br />FIRE <br />L-------- <br />FLgOORB�"2X4 NAILER <br />FOR DRAFT <br />PRE-ENG.STOPFLR. TRUSS <br />ELEV. VIED <br />PRE-ENG. FLR. JOISTS �I <br />3/4"PLYWOOD----4" DRAFT STOP <br />PRE-ENG. FLR. JOISTS <br />I TI <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIES <br />DRAFT STOP <br />DETAILS <br />z xzze a : e s:z¢ <br />zma z=z=s 4aza <br />2x4 WOOD WALL W/ <br />x = x x a SYP. NO.2 STUDS. <br />PLACE DBL STUDS <br />Ii UNDER EACH JOIST <br />zrx:z s=xszzazz�z� <br />cams zxsxsers�s=saaa <br />ea=axxxaea aaxxaa:zmp <br />- a xsm x aaae x a asae a m�a/e a mae <br />:aasaarsa aaaaa:�aam as <br />I II <br />:aaaaex=s a=�mx®z� <br />LL I II <br />-xx�xaaaa aaaaxkm�xiei <br />I II <br />I If <br />-a aaasxaa�a aaa��m�xp� <br />I fl <br />aaaasxzms as®�s�eal <br />I 1 <br />1 <br />3Zo <br />� a. <br />�.� <br />ego <br />4 <br />1 <br />z®az�axx�axm xzzaxxx� <br />20 WOOD s asa� <br />WALL W/ I <br />SYP. NO.2 <br />: z azaaa: a STUDS @J x <br />12" O.C. I <br />2X WOOD WALL <br />=== <br />— - <br />W/ SYP. NO.2 == <br />STUDS. PLACE 4 <br />DBL STUDS •1 <br />—' <br />UNDER EACH <br />JOIST <br />FJ7 <br />FJ7 <br />FJ5 <br />_—= FJ5= <br />FJ5 <br />W/(4 tOdX11Q"NA8.8 TO <br />W/ 4 3H8'TAPPE`R+ <br />CJ3H <br />Q <br />CH1H a a EJ•�z—fix <br />U U <br />- 2x4 WOOD WALL W/ SYP. <br />-NO.2 STUDS 0I2=O.C.-- ----- <br />N <br />---HJ4 ----- <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" IJOIST <br />APPLY DRAFTSTOPPING <br />ALONG THIS TRUSS AS TO <br />LIMIT AREA TO 1000 S.F. <br />FBCR 302.12 <br />1443 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />W Wwsbdesipgroup.wm <br />L AA N: 0003325 <br />3 <br />9 <br />$k <br />p9�p <br />K <br />0 <br />au 011I'rr <br />PARK <br />LOT ##8 <br />BLK #10 <br />Pnoa=T# <br />04181.000-08103 <br />MODEL: <br />3EFB <br />"2447—ROBIE" <br />CARACE 8111INa: <br />RIGHT <br />PACE: <br />FIRST FLOOR <br />FRAMING PLAN <br />ELEVATION 'H' <br />60 MPH EXP. <br />D � 12/0J/19. <br />SCALE:114• = <br />sN.EET <br />s3 <br />