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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 W/ 10d x 1 112" 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'-W, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 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 6 <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />D1 <br />4x4 (31/2"x3 l/2') <br />USP HTT4 W/ 5/8" DIA. x 5" <br />SYR PT, WOOD POST <br />EXP. BOLT <br />r--------I <br />FIRE <br />I =RAFT STOP � 1 <br />X4" SUB <br />FLOOR —� 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS it <br />3/4" PLYWOOD! <br />DRAFT STOP iII' <br />1 <br />PRE-ENG. FLR. JOISTS I I <br />1�1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIE�P <br />DRAFT STOP <br />DETAILS <br />it II it TW- 11 11 11 11 11 <br />n n n u u u tt n u tt u u -tip <br />II II II II II II II II II II II II II II II II fl II II Il �1, <br />II II II II II II II II II II II II II II II II <br />It ItitIs it ItItof if toII II �� <br />at u u <br />II II II II II II 11 II II II 11 itII II II II II II II II it 11 11 <br />II II IIFJ111 II II II II II II IIFJ31 J II II II II IIFJ211 II II <br />1 <br />IT or fl IT If tt It If It tt <br />[41''1if —1, II II II Ir rite II II II II 11 II II II II II <br />Ii 11 11 11 11 11 II 11 11 11 <br />HitIIII19 11 it 11 ItIIIIIIIIIIIIIIIIIIII <br />II II II II II II II II II II') II II II it II II II II II II <br />1111nuau1111111I'�)IIIIIIIIIIIIIIIIiIII <br />II II II II II II II <br />2X4 WOOD BEARING <br />11 a II 11 11 11 II 11 11 WALL WI SYP N0to It 11 I1 I1 1STU1 <br />.2 <br />II II TOP OF�W16- OOD II II II II II II II II IH 11 II II <br />11 11 WALL EL. 8'-8". 11 11 11 11 , It 11 11 11 11 1 Di 11 11 11 <br />STUDS q& N1F—' HJ10 <br />4 <br />HJ7 1 x x <br />PROVIDE DRAFTSTOPPING 1 m <br />ALONG THIS TRUSS AS TO <br />LIMIT AREA TO 1000 S.F. --- -' <br />PER FBCR 502.12 <br />DBL <br />= STUDS <br />SECURE HD26 TO GIRDER <br />W/ (4)10d X 1 1/2" NAILS, TO = <br />CMU W/ 4 L3Ll6" TAPPER + <br />USP LGUM46 W/ (4) 3/8" x 4" <br />WEDGE BOLTS TO CMU AND (4) <br />WS3 WOOD SCREWS TO BEAM <br />N <br />PRE FABRICATED I -JOIST x EJ4 u%=1*13A <br />24"O.C. MAX ,1A <br />---= ----98 108 3 <br />c3 <br />----------- - USP HTA16 W/(2)1/2" <br />WOOD PANELS <br />FJ4 <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" V-0" I -JOIST <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigflgroup.mm <br />L AA S: 0003325 <br />14 <br />rq <br />W <br />d) <br />6 <br />IA <br />UBDIV. Ae I.OT <br />BBOTT PARK <br />LOT #40 <br />BLK #9 <br />ROJECT# <br />#4181.000-40093 <br />MODEL' <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8TfWG: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />ELEVATION 'H' <br />160 MPH EXP. C <br />