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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` HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILLALL 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 VWTH <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 WALL 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 PBS36, .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 C-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 FORALLTRUSS 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 />aim 8 <br />BASE PLATE OR <br />MARK <br />CR <br />DESIPTION <br />REINFORCEMENT <br />REMARK <br />4x4 (3 1/Tx3 12") <br />HTT4 W/ 5/8" DIA. x 5" EXP. <br />of <br />SYP. PT, WOOD POST <br />SOLT <br />® <br />4x4 (3 1/70 12") <br />ABU44 W/ 5/e" DIA. x 5" <br />SYP. PT, WOOD POST <br />EXP. BOLT <br />r-------- <br />FIRE 1 <br />3/4" SUB <br />FLOOR �` 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FIR. TRUSS 19 - M <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOODL <br />DRAFT STOP ail <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4' PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />98 <br />Mi 3' <br />I e n n <br />n 1n - �� jI� <br />(I u11 1. 11 u 1. 11 11 11 11 It it II II II 11 1 11IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIII�� <br />II II it II II II I II II I II II II II II II II II 11 <br />II II II II II it II II II II II II II II II 0. II 11 II II II Jill <br />II II <br />II II IIFJ,II II II II 11 11 11 IIFJ31I -11 11 _II 11 IIFJ211 II 1111 <br />11 ifII II �N--If-1� II II II II II II II �I I� J I 4 <br />u u I n u u u u B u D 11 I 1 <br />`ffi=����1�--N� II II II 1��1�� II II II II II II II II II III, <br />II II II II II II II II II II <br />�H I I I II I II II �I II II N II II II II II III <br />II II <br />11 11 IIII IIII <br />III '" II II II II IIt II II II <br />Jill <br />11 II II II II 11 <br />4 MOD BEARING 11 11 11 11 III <br />N <br />II II II rl I <br />I I SECURE 2X72 HDRWALL W/ SYP NO.2 II I <br />STUDS II !1' IITO2XDHD:MTS <br />TOP OF WOOD BUW/(14).1421� <br />0 <br />STD NAILS <br />II II I I II <br />SIMPSON LGUM46-SDS W(4)WALL EL 8'8 <br />3/8'. X 4" TITEN HD ANCHORS <br />TO CMU 8 (4) 1/4" X 21/2' SDS <br />BM1 SCREWS TO BEAM <br />HJ7 = DBL STUDS <br />__- 4 HJ10 <br />HJ7 HJB 2 <br />PROVIDE DRAFTSTOPPING SECU 12 HD <br />_= ALONG THIS TRUSS AS TO === TOL -20 <br />LIMIT AREA TO 1000 S.F. W/(1 BL <br />PER FBCR 502.12 NAILS STUDS <br />C1G to <br />SIMPSON HU26 W/(4)1/4'X I _ <br />2 3/4" TITEN 2 ANCHORS TO - CJ3A <br />CMU 8 (2) 1Od X 1 12" GALV. 1 4 EJ4 n iq 1 0 <br />NAILS TO TRUSS e <br />_______-___-___ II -- -°.-- CJ1A <br />I <br />PRE FABRICATED (JOIST -- 98 106 3 _ I y`4r <br />Q 24" O.C. MAX 1 1 1 O u <br />- - - - - - - - - - <br />SIMPSON HETA 16 W (2) <br />12" WOOD PANELS <br />❑___❑ FJ4 <br />L-------------- <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" - 1'-0" JJOIST <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesi8n8roup.com <br />AA A: 0003325 <br />y <br />g <br />P: <br />8 <br />b <br />o <br />O <br />3- <br />sum a LOT: <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />1pno" CT* <br />04181,000-4 071 <br />HODELI <br />3EEB <br />"2260—ELSTON" <br />GARAGE SYMMS <br />LEFT <br />PAGE: <br />FLOOR <br />F PALMAINNG <br />160 MPH EXP. C <br />2 <br />XT—j& 09/21/21 <br />sCALE: 1/4"=1'-0" <br />x1mcm <br />s3 <br />