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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 1117 HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON HI GA 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. UNTELS 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 ACC71JATED <br />FASTENER, ZF 72 P8S38, .177"' 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 OTHERWISE. <br />TRUSS MANUFACTURER / ENWINEER NOTES: <br />1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 L13S 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 6 <br />BASE PLATE OR <br />REMARK <br />DESCRwnoN <br />REINFORCEMENT <br />D1 <br />44 (3 112W 12") <br />HTT4 W/ 51W" DIA x 5" EXP- <br />SYP. PT, WOOD POST <br />BOLT <br />04 (3 1/70 12") <br />ABU44 W/ 5/8" DIA. x 5" <br />Q <br />W SYP. PT, WOPOST <br />EXP. BOLT <br />r--------- <br />FIRE <br />I____L__ <br />L-----------i <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ a I STOP <br />FLR.TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I i <br />3/4" PLYWOODI <br />DRAFTSTOP .�;E <br />PRE-ENG. FLR. JOISTS (I <br />2X4 NAILER FOR <br />DRAFTSTOP <br />314" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />'41 V 11 IIfI <br />IIII I11I <br />I <br />�i1I?1I �I <br />!I;I "''IINI N <br />I1I1II I1II1I IiIIiI I1II1I IiIIItI1I1II <br />'1�i1Ii1I <br />ixtill <br />11111111 <br />1Iii1I 1Ii1It <br />iI��tI iIIiII <br />—t� <br />n u <br />1 <br />u n <br />IiiI <br />11 11 11 11 1t <br />u u n u u 1 n n <br />11 11 It 11 It 11 It it <br />1 n n n u n u u <br />1 II II II <br />II II II <br />II II <br />II II <br />II II II( III II II II II <br />II II II � III--il II II II <br />II II II II II II II II <br />II II II II II II II 11 <br />l u a u1 <br />° <br />FJ2I <br />u n n n 1 Jan u u <br />to 11u nFJ1u n u <br />4 <br />11�11�111111-11 1 <br />3.1 <br />l <br />II II <br />II11 <br />to 11 <br />II11'1'1'tor I111 <br />1 If It 11 11 at 11 11II <br />u <br />I <br />to 1 n 1 uI, <br />l <br />111111111111 <br />n n u n u u <br />II II <br />II II <br />II II 11 <br />II 11 II II II II II- <br />III <br />u u u <br />u n <br />H u u u u \ u u <br />R u u u u n u u <br />II II it <br />II II <br />II II II II II " �) II II <br />II II II II II II II (I <br />Ir <br />" o' <br />II II II <br />II II <br />II II II II II - II II <br />II II 2X4 WOOD it11 <br />ARING <br />SECURE 2X72 HDR u u u <br />u n n 1 <br />WALL N0.2 <br />II II II <br />I <br />(S 6- <br />STUDS 18" O.C.. <br />TO -I HDR MTS-20 II II (I II II I) II <br />0.148"x 212 DBL STUDS <br />�� TOP OF WOOD <br />SIMPSON LGUM46•SDS W (4) <br />11 11 11 <br />WDt 1 <br />NAILS r n n u <br />u u u WALL EL. 8'$". 11 <br />318" X 4" TITEN HD ANCHORS <br />TO CMU 8 (4) 1 /4" X 212" SDS <br />BMt <br />SCREWS TO BEAM <br />5 4 DBL STUDS <br />— <br />1= _ HJ7=_ <br />HJIO <br />4 <br />2 J6 <br />I HJ7=a <br />SECURE2X12HDR <br />pROVIDEDRAFTSTOPPING <br />TO LB W W/ MTS-20 = _ <br />=ALONG THIS TRUSS AS TO - — <br />98 108 3 <br />DBL <br />W/(14) 0.148-. 212" <br />LIMIT AREA TO 10DO S.F. <br />1 1 1 <br />STUDS <br />NAILS <br />--------- <br />PER FBCR 502.12 <br />- -- <br />— - - <br />_-- <br />-- <br />--- <br />SIMPSON HU26 W/(4)IWX <br />1A <br />-- <br />-=23/4"TITEN2ANCHORSTO <br />CMU 8 (2) IOd X 110 GALV. <br />3.1 <br />CJ3A <br />c <br />I X n <br />■ NAILS TO TRUSS <br />N N <br />9B 1018 3 PREFABRICATED FJOIST <br />24" O.C. MAX <br />SIMPSON HETA I6W(2)NE <br />12" WOOD PALS <br />FJ4 <br />FLOOR FRAMING PLAN <br />SCALE: 114" = V-0" WOIST <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407-774.4078 <br />wwwsbdesigngroupwm <br />AA #: 0003325 <br />t' <br />o <br />y�y <br />C <br />sulwiv. k LOT: <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE:4C <br />Pn0nmTt[11 <br />04181.04C-01141 <br />MODEL" <br />3EEB <br />"2260-ELSTON" <br />GARACS 8TWCO: <br />RIGHT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />1160 MPH W. C <br />�LAR <br />A NO 9 <br />ATM 10/26/21 <br />SCALE: 1/4'=1'-0 <br />SHEET <br />s3 <br />