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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)d It 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />USP RT18A OR LUGT2 W/ 10d x 1 12" 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 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 />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />8. 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 (41. <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 ENGINEERS 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 18" 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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRU88 MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE <br />FABRICATED W/ A 2xe STM. 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 ALLTRUSS 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 />811E A <br />SASE PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT4X6 <br />REMARK <br />4VD-1 <br />(3 X"x54.) SYP. <br />USP HTT4 W/5/8" DIA <br />5IS3.1A <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />FIRE <br />DRAFTSTOP <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />PRE-ENG. FOR DRAFT <br />FUR. TRUSS STOP <br />tu� <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PRE-ENG. FLR. JOISTS <br />2X4 NAILER FOR <br />DRAFTSTOP <br />3/4" PLYWOOD <br />DRAFTSTOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />U: <br />G: 1 <br />GRDER TO CMJ WALL WAI P <br />L4riNA76G W!(1 WEDGE <br />lOLTB AND 4) WS3 WOOD <br />SCREWS TO GIRDER. <br />3 <br />1 <br />FT4 FT8 FT3 <br />n n u <br />II II II II II II II II II II II II II I � I I II II II II <br />11 11 11 11 11 11 II II 11 11 IIII rl II 11 11 <br />� � � � � � � �I II II Ii II 11 II <br />11 11 II 11 11 11 II I t 1 II It 11 11 11 IIII II II II II 4 <br />2c4 L W I I IIII I I I I 11 I I 1 <br />II II II 11 Ir Ir II Ir rr rr 11 $YR ND2 1 rl I) II II II II II <br />III II II II II s P0.2 II II II So II II IIII II I I I I I I <br />S -rui SIM11 11 11 �111 I I 11 11 III I I 11 I I 11 <br />Y"PLY 12 .C. <br />G: 4922 LBS IIII I I I I II <br />FT2A 2-:PLY <br />G5325326 LBS < <br />II-----�-- ----- I DRAFT IIII II II II II <br />klT2G_ _ - _ — _ _ _ _J.LI` STOP <br />�� ��II 1 11 rl 4_____ DBL STUDSEEDETAILB/S2.tA 31_ _ 31 _ — II II II II II II II II II II <br />r— - q - II 11 II II II 11 Ir 11 11 11 <br />10E _ 3, II II II II II II II II II <br />n u n n n n n n u u <br />3.1_--_ <br />,WFLODR II _ II II _il II II II _II II _II <br />TRUSSES G M O.0 rr—n— 11—rt- 11—rr I r—"n— I <br />II II II II II I 3', I II II II II <br />) n n u n n n u n n n <br />II II II 11 11 11 II 11 11 II <br />F71 <br />ills <br />to T n I n n n u r 1 1 n n <br />3, k II II II II II II 13t I II II <br />1-PLY n e II n d u <br />345 LBS Cume 1DA II I iDE I II II 11 11 It 11 11 11 II <br />709 LBS = n 3.1 <br />u u n n u n <br />CJ1E + — IL11 H 11 <br />_ 3 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 114" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.audmlgngroup.wm <br />AA#:0003325 <br />BIIIIII <br />,ammo <br />sysaty a tale <br />SILVERADO <br />LOT #12 <br />BLK. #12 <br />P 04128.001-12121 <br />MOD= <br />4EHB <br />"2605- HAYDEN" <br />Gucwoa MWMWGS <br />RIGHT <br />PACM <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />L AR NO 98723 J <br />D max' 11/15/18 <br />&CAtJ& 1/4-=1'-O" <br />amEmm <br />S3 <br />