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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 12' 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" 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 />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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND <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 @ 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 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 i <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 JQ'x514") SYP. <br />HTT4 W/5/8" DIA x 5" <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />r- — — — — — — — -- <br />FIRE <br />" "SLOB. <br />L — — — — — — — J <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. r STOP <br />FUR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I i <br />3/4" PLYWOODI <br />DRAFT STOP E <br />PRE-ENG. FLR. JOISTS <br />I�I <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4' PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />1 <br />ii PROVIDE DRAFTSTOPPING <br />II ALONG THIS TRUSS AS TO <br />LIMIT AREA TO 1000 S.F. <br />u .. <br />PER FBCR 302.12 <br />II a II 0 11 11 11 11 11 11 II II 11 II <br />II h II II II II II II II II II II II II <br />II n n u n a u n u u u u u n <br />II II II II II II it II It II II II II � <br />II u n n <br />II' J2 IIe—1-!1 III 1111 ep <br />II 11 1111 n u n u a u n n u u�iii a u n n u u <br />II II 2x4 WOOD WALL VW II II II I II II II II <br />II II SYP. NO.2 STUDS II 2x4 WOOD II II 11 II 11 II <br />II II Q12 II IWALLW/ II II II II II <br />II SYP. N0.2 / <br />u n n n u n uSTUDS(� u u u u Vim% n <br />II12" O.C. <br />11"-DBLSTUD �11 II <br />a n n <br />II LW, <br />WAL/DBL. II <br />n STUD UNDER <br />II EACHJOIST <br />II <br />H U It 11 11 <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II II <br />II <br />II <br />() <br />II <br />u n <br />n <br />u <br />II II <br />n <br />II <br />un <br />u <br />II II <br />II <br />II <br />II II <br />II <br />() <br />II II <br />II <br />II <br />II II <br />II <br />II <br />MGE2 <br />= <br />=c11=1 <br />PREFASRICA�FLOOR <br />JOIBTS S 2C O.C. <br />II II '"„" II II II II P I <br />n u n u u n II <br />II II II II II N <br />M' emu I <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />BM1 TO OMU WALL WI <br />SWOON LOLA440-SDS W/ (4) V x P <br />TREN HD ANCHORS AND (4) is x Or <br />SDS SCREWS TO BMI <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774-4078 <br />www.abdes4pWoup.com <br />AA *: 0003325 <br />:t <br />c� <br />O <br />O <br />fAB <br />n DIv. AC LrOT. <br />BOTT PARK <br />LOT #29 <br />BLK. #12 <br />PROJECT# <br />04181.000-29121 <br />1[ODELt <br />4EHB <br />"2605-HAYDEN" <br />OAISAOE >lWING: <br />LEFT <br />PALSE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. <br />23 <br />m <br />DATIM 9/21/21 <br />ISICALE: 1/4"=1'-0" <br />a!lEET <br />s3 <br />