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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAi6 W/ (9) 1Dd x 1 1P2" HOG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 10d X 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1DA OR LGT2 W/ 10d x 1 112" 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 />S. 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, ./7T' ° 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 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 OTHERWSE. <br />TRUSS MANUFACTURER / ENOINEER NOM.' <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 />sm • <br />BABE PLATE OR <br />REMARK <br />DE90UPTION <br />R,EINFORCEMIEQT <br />WD_1 <br />4X6(3 XN5)¢") SYP. <br />HTT4 W/5/8"DIA. <br />(5/SlIA) <br />PT., WOOD POST <br />x S' EXP. BOLT <br />WD-2 <br />4X6 (3 X'X5X') SYP. <br />HTT4 W/ 5/B" DIA <br />(5/S3.1A) <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />r--------1 <br />FIRE <br />DRAFT STOP <br />FLOO <br />R <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FUR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTSI <br />3/4" PLYWOOD I <br />DRAFT STOP �I <br />PRE-ENG. FLR, JOISTS <br />11 rl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />=:axes <br />ssase sates - <br />4 <br />asm:saxaasaasssax: <br />ssa- a <br />a sssea s sour a s <br />2x4 WOOD WALL W/ <br />a aas a aaaac a aae a sssa a aaxa: <br />aaaas a <br />sae SYP. NO.2 STUDS. <br />a asa a ur a e 2x4 WOOD <br />PLACE DBL STUDS <br />WALL W/ <br />LL <br />UNDER EACH JOIST <br />aaaaea�aaaaes <br />e a= a cease a a� a <br />SYP. N0.2 <br />ssses�xo STUDS'M <br />a ¢sses a xxss•, a a� a arse s <br />asses <br />ssm s <br />a aaa ... a � a aaaa a II II II � �11__ <br />9A <br />I <br />,DB ' ax�a�a a—a=a II I II 11 II II <br />a=asa�x a�az=a II III 3 <br />>� aaacaaa== II II II II II <br />II 11 11 II II 11 <br />_= aaaa= _ m II II II II II II <br />H. II II <br />aaaxxasma aaz=saga <br />2 <br />5 I II x sssa s a� x x mass s asp s 2X4 WOOD <br />1 1 WALL W/ <br />SYP. N0.2 I II VI � <br />_ Iry <br />STUDS 0 <br />FJ6 4 1 7 )) 12" O.C. II 11 <br />SECURE 2X12 HDR TO = _ _ tt-/ <br />CMU W/HU410 WI(18) 2X4 WOOD <br />TITEN 2 SCREWS TO --- W/SYP. NO.2 <br />CMU 8 (10) 0.148X3 <br />q <br />NAILS TO HDR STUDS. PLACE ° <br />_ DBLSTUDS _ <br />SECURE 2X12 HDR <br />- UNDER EACH <br />TO 2X8 HDR MSTA-18 JOISTI 1 _ <br />W/(14)0.148"A 21/2" s <br />NAILS o U, <br />ZO _ <br />a'' FJ7 p a <br />H a - 2X4 WOOD L W/ SYP. <br />a NO.2 STUDS 12" O.C. <br />an FJ7----------- soso <br />N N <br />_ _alasams 2 <br />9A FJ5am=a=s <br />LOB asses F' sa 10dx11Q'H6DJWS,TDQ= __Aj 'u2114°ftIMttM10R8 _Z=� <br />=_== <br />CH1H <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1 /4" = V-0" IJOIST <br />APPLY DRAFTSTOPPING <br />ALONG THIS TRUSS AS TO <br />LIMIT AREA TO 1000 S.F. <br />FBCR 302.12 <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774 3078 <br />FAX: 407-7744078 <br />www.abdeafgngroup.eom <br />AA 8: 0003325 <br />S <br />4 <br />I$ <br />R <br />